SW7080213_HISTORICAL FILE_20120710

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
C
DOC DATE
2a20Z/,(i
YYYYMMDD

�A-7A
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue
Governor
Charles Wakild, PE
Director
July 10, 2012
Mr. Johnie D. Harvey, III, Chairperson of Building Committee
Grace and Truth Community Church'
1300 Walker Avenue
Elizabeth City, NC 27909
Dear Mr. Harvey:
Dee Freeman
Secretary
Subject: Stormwater Permit No. SW7080213 Modification
Grace and Truth Community Church
High Density Project
Pasquotank County
The Washington Regional Office issued the permit modification for Grace and Truth Community
Church on June 29, 2012 with an incorrect date located in the middle of page 2 of 7 of the permit,
which read:
"This permit shall be effective from the date of issuance until June 29, 2012, and shall be subject to
the following specified conditions and limitations:".
The renewal date of the permit is actually June 29, 2020 and should read:
"This permit shall be effective from the date of issuance until June 29, 2020, and shall be subject to
the following specified conditions and limitations:"
Please replace page 2 of the permit with the attached corrected version. If you have any questions,
or need additional Information concerning this matter, please contact me at [phone].
Sincerely,
Scott Vinson
Environmental Engineer
Surface Water Protection Section
AHlsv: S:IWQSISTORMWATERILET7-ERSISW7080213
cc: Caroline Copeland, AR Chesson Co.
,,,,WaRO SW File
North Carolina Division of Water Quality Internet: www.ncwaterqualitv.or¢
943 Washington Square Mall Phone: [phone]
Washington, NC 27889 FAX [phone]
An Equal Opportunity/Affirmative Action Employer— 50% Recyded110% Post Consumer Paper
None Carolina
�tura!ly

_..
1
State Stormwater Management Systems
Permit No. SW7080213MOD
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
Grace and Truth Community Church
Grace and Truth Community Church
Pasquotank County
FOR THE
construction, operation and maintenance of three grassed bioretention areas in compliance with
the provisions of 15A NCAC 2H .1000 and Session Law 2008-211 (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 June 29, 2020, 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 on page 3 of this permit, the Project Data Sheet. The stormwater control has
been -designed to handle the runoff from 66,928 square feet of impervious area. Basins 1
and,1A are connected to Basin 2-3 by an underground connection to act as one basin to
achieve volume capacity for Drainage Areas 1, 1A, 2 and 3.
3. The tract will be limited to the amount of built -upon area indicated on page 3 of this permit,
and per approved plans and specifications.
4. All stormwater collection and treatment systems must be located in either dedicated
common areas or recorded easements. The final plats for the project will be recorded
showing all such required easements, in accordance with the approved plans.
5. The runoff from all built -upon area within the permitted drainage area of this project must be
directed into the permitted stormwater control system.
Page 2 of 7

State Stormwater Management Systems h-
Permit No. SW7080213MOD \
6. The
following design criteria have been provided in the bioretention areas and must be
maintained at design condition:
Area 1-1 A Area 2-3 Area 4
a.
Drainage Area, ft2:
9-- b, 7-4— 46- 43
b.
Total Impervious Surfaces, ft2:
18,284 31,534 17,110
C.
Design Storm, inches:
1.0"&1.5" 1.0" 1.011.
d.
Bioretention Ponding Depth, inches:
9.0 9.0 9.0
e.
Temporary Ponded Depth Elevations, FMSL:
8.20 8.20 8.20
f.
Bioretention Planting Elevation, FMSL:
7.45 7.45 7.45
g.
Bioretention Surface Area, ft2:
1,500 5,735 8,600
h.
Permitted Storage Volume, ft3:
998 3,718 5,910
i.
Type of Planting Media Soil:
85% Sand, 12% Fines, 3% Organic
j.
Type of In -situ Soils:
Arapahoe, fine sandy loam with clayey
pockets
j.
Expected Infiltration Rate, inlhr:
2.0 2.0 2.0
k.
Seasonal High Water Table, FMSL:
5.45 5.45 5.45
1.
Receiving Stream/River Basin:
Knobbs Creek 1 Pasuotank
m.
Stream Index Number.
30 — 3 — 8
n.
Classification of Water Body:
"C; Sw"
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 3 of 7

clf
Tru C0 (h f.ch - Pa�)cinq Lod A, cl d'+i cq ; ,
5-10 r 61.walf co lwobbL
-,a�a-v-d �!94 r m -�Ojtu-1 Cl-h �cnS! 2 1 -,Z 00 0 At -d.
--p (3 V), 5 ZCI)08. -
1.
4- E>6.
4 J'
C
REEIVED.
-.D A I 11-1 ce JUN - 5 2012
PAL
ii Z = e-, -,-,)s> -5 L-r
RO
DWQ-WA
X- x 5to(A,qe- Prov.1 cl cd
Ob 0 -t
0 Q (Z
08 S. C,5
Ix3,DsCF
u
lb bK
SEAL
I
-6242
a
AOU
olll! ,

f
i R
cacti Tu. h .&CAM.ur7d: - Chu Iuh -Pa(b,0y._�-bt Add► 0—)
S�urMt,sc�kl Calculn�c�s - N,_GW _ 1 _. -
. Drainage Arec, I.A . _P0e.7%tlopmen
.. Cx•i Si�`�.q � � IYl ��� V i OUs - O- dQ �A �-:. � � .. . _. - -
jlfr ,cc. 0-3-1AAG KPcc,_ I,.o.U(U.!5)
_ -Y'n o� .T'ia.vc. i - 55 _ Chun .c i'.n 9 o5.5' Y .0.50' .
TG. . C _H_ J �O _ p'M iMin
eaooc 2 - 2,01a min j,10 -_10H� `7 S {`' h(-
i
' DIaunG9c- A-rca ]A Post- [)evcto lYKil�
A r to = 0K Yost = .U, $ S. .
UP& I = .I 15 Gha e in rc ltve, ic/ = 9, (o o' 8.9;0' =_G
T=
Li
US
SDyr-_2-ilhr -7c5 inJhr .
1S0
`s`Y'e.'.��-
1.,,3� t
30� P.tc vs ('c*r_ ?,egv;rcd S--o(o9c-='Cd�ast: p«)(TSP)-- (2_.30 yz Cf
'orainp�e .!'eta IA [ '�z" CoaSta.l-S-tbcr�_ ,a.kr �Cu.4�sT
-1-771
ouS..SUIFace- - IZ s
l2, 408 Kf x O•IZS = _l_,_A ?TAL'. OC t?uLE -
u i d d ' Z'oE 2 ,
I i

-
S9-of m Wow Calw Ictii
pA 1''. 3_ DA Z t DA3t DP.+ 1A = 25, L) C(-- -F_ 138 $o CF t_
31;0'�;3 65_ CF. To7AL.
_12 e .0 i.(-Cd f=v r _Prc, v s: Po-S
(DA ► -f DA 2 t DA3) t DA JA = 3,085 [ F . i C - (a 3(o C
8 32. CF equ' ��,r Coomo),eule s�
I
`1 13 1.32..CF 7bTAL
Vi u:ired_ for Coastal'_ Punts..
DPA1.t DA I = 999.CF
5.55 Cf,
PA
Tovo 4 = 9 , -t 1 .CF G Provl It cl, -
r

A.R,CHESSON
C( �: CONSTRUCTION CO., INC.
315 West Alain Street
138 Rich Boulevard
3200 Maritime Woods Park Drive
Post Offiec Box 1147
Elizabeth City, NC 27909
Mantco, NC 27954
Willinmston, NC 27892
PHONE [phone]
11110NE [phone]
P110,VP [phone]
FAX [phone]
FAX [phone]
FAX [phone]
To: NCDENR — Division of Water Quality
Date: 5/1/12
RE: Grace and Truth CornMUnity Church
WE ARE SENDING YOU Attached Under separate cover via JUN 2012
the following items: Shop drawings Prints X Plans Samples DVVeQrVtVARO
Copy of letter Change order
COPIES
DESCRIPTION
2
Revised Plans for Graee &'Frulh Corninuifily Church
2
Stormwater Mama Bement Permit Al2plic,,ktion Form Pa es 2 and 3
2
Revised Bioreteniion Cell Su >>lemenis
2
Revised Stornmiicr Calculations
THESE ARE TRANSMITTED as checked below:
X For approval Approved as submitted
For your use Approved as doted
As requested Returned for corrections
For review and comment
FOR BIDS DUE
REMARKS:
Resubmit copies for approval
Submit copies for distribution
Return corrected prints
PRINTS RETURNED AFTER LOAN TO US
Per comments from Cit of Elizabeth City we had to install an extra sidewalk connection to the bottom
right parking lot from the buildings and increase the size of the parking stalls. This increased our
im ervious surface. We were able to stay within the amount of CF ca acit originally pro osed.
Ifyou have any questions please let me know.
Thank you,
Caroline

02I4Ajv-r,jw(-,]

RECEIVED
JUN - 5 2012
DWQ-WARO
STORMWATER MANAGEMENT
NARRATIVE
Grace and Truth Community Church
Elizabeth City
Pasquotank County, North Carolina
By , yyyyylrsrllll/i,,
CAR0 �.
Ralph S. Jarvis, PE, PLS ��; •pF� ��Dij�'•+9
•Q
SEAL •
• 6242
•
JARVIS CONSULTANTS, INC.
CONSULTING ENGINEERS -PLANNERS -SURVEYORS
212 South Main Street, Bath, North Carolina 27808 Telephone [phone] / Fax [phone]

f
��-.. `
i�,� L rll; :1
� , 5�
�.1 t
�. ` l } . ''

STORMWATER MANAGEMENT NARRATIVE
A. DESCRIPTION OF PROJECT
Location of Project
The project is located at 1300 Walker Avenue, Elizabeth City, North Carolina. It is in
the southwest portion of the city in predominately residential zoning.
Type of Development
The parking lot addition project consists of grading, placing stone, and modifying the
stormwater management system adjacent to Walker Avenue. There are existing
improvements covered by permit number SW7080213 issued March 5, 2008. The
permitted area is identified as area 1. The area to be expanded is area 1 A.
Earth Disturbing Activities
The site presently has had stone placed on it in anticipation of grading and drainage.
Earth disturbances will consist of 0.64 acres for the construction of the new parking
area, erosion control measures, and stormwater detention features. The City of
Elizabeth City has the construction plans under review.
Existing Drainage Patterns
The site has the stormwater collection and treatment systems along both the eastern
and western property lines. All the construction permitted under the existing permit
has been completed. Both systems drain southward toward Walker Avenue.
Proposed Drainage Patterns
The existing Drainage Area 4 will not be impacted by the new proposed construction.
Drainage Area 1, 2, and 3 are all interconnected hydrostatically and share storage
volume. They were designed with storage from a one inch rainfall event. Future
parking areas were anticipated and reserve capacity provided in the permit and
construction of the existing system. The location of the future parking lot was not
decided upon until recently. Since the original permit was issued, the Coastal
Stormwater Rules has changed to require storage from one and one half inches of
rainfall. There was a deficit in the storage volume and a modification for additional
storage was necessary. The new parking lot required storage has been computed
under the newest rules while the existing permit covers the one inch volume. The new
volume under the rules requires 4,713.32 CF of storage and 4,716 CF of storage will
be provided.

The bioretention cell supplement enclosed is the same as the date of the original
permit and has Areas 1 and 1 A combined and a rainfall event of one and one half
inches. The provided storage is sufficient to handle the rainfall even in Areas 1 and
1 A without having to show the one inch area as a separate item. The older version of
the supplement allowed for SHWT separation from the bottom of the storage volume
whereas the current addition shows an insufficiency with the required separation.
Construction Sequence
Currently installed grave] will be removed and re -used within the new parking area.
Containment devices will be installed for construction discharge. Stormwater
management devices will not be completed until site stabilization has been
completed.
K

Permit Number SW7080213
Central Files: APS _ SWP
11/13/2014
Permit Tracking Slip
Program Category Status Project Type
State SW Active Major modification
Permit Type Version Permit Classification
State Stormwater 1.10 Individual
Primary Reviewer
scott.vinson
Coastal SWRute
Permitted Flow
Facility
Permit Contact Affiliation
Facility Name Major/Minor Region
Grace and Truth Community Church - Express Minor Washington
Location Address // O�►� L f County
1300 Walker Ave f Jv��" �jZ�c,�_ F�_l L Pasquotank
Facility Contact Affiliation
Elizabeth City NC 27909
Owner
Owner Name Owner Type
Grace and Truth Community Church Non -Government
Owner Affiliation
Johnie D. Harvey III
Chairperson
Dates/Events
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
3/5/2008 5/9/2012 6/29/2012 6/29/2012 6/29/2020
Regulated Activities Requested !Received Events
State Stormwater - HD - Bioretention Deed restriction requested
Deed restriction received
Additional information received 615112
Outfall
Walerbody Name Streamindex Number Current Class Subbasin

State Stormwater Management Systems
Permit No. SW7080213MOD
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
Grace and Truth Community Church
Grace and Truth Community Church
Pasquotank County
FOR THE
construction, operation and maintenance of three grassed bioretention areas in compliance with
the provisions of 15A NCAC 2H .1000 and Session Law 2008-211(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 June 29, 2020, 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 on page 3 of this permit, the Project Data Sheet. The stormwater control has
been designed to handle the runoff from 66,928 square feet of impervious area. Basins 1
and 1A are connected to Basin 2-3 by an under round connection to act as one basin to
achieve volume capacity for Drainage Areas 1, 1A, 2 and 3.
3. The tract will be limited to the amount of built -upon area indicated on page 3 of this permit,
and per approved plans and specifications.
4. All stormwater collection and treatment systems must be located in either dedicated
common areas or recorded easements. The final plats for the project will be recorded
showing all such required easements, in accordance with the approved plans.
5. The runoff from all built -upon area within the permitted drainage area of this project must be
directed into the permitted stormwater control system.
Page 2 of 7

State Stormwater Management Systems
Permit No. SW7080213MOD
6. The following design criteria have been provided in the bioretention areas and must be
maintained at design condition:
Area 1-1 A
Area 2-3
Area 4
a.
Drainage Area, ft2:
25,356
46,174
46,645
b.
Total Impervious Surfaces, ft2:
18,284
31,534
17,110
C.
Design Storm, inches:
1.0"&1.5"
1.0"
1.01,
d.
Bioretention Ponding Depth, inches:
9.0
9.0
9.0
e.
Temporary Ponded Depth Elevations, FMSL:
8.20
8.20
8.20
f.
Bioretention Planting Elevation, FMSL:
7.45
7.45
7.45
g.
Bioretention Surface Area, ft2:
1,500
5,735
8,600
h.
Permitted Storage Volume, W:
998
3,718
5,910
i.
Type of Planting Media Soil:
85% Sand,
12% Fines,
3% Organic
j.
Type of In -situ Soils:
Arapahoe,
fine sandy loam
with clayey
pockets
j.
Expected Infiltration Rate, inlhr:
2.0
2.0
2.0
k.
Seasonal High Water Table, FMSL:
5.45
5.45
5.45
I.
Receiving Stream/River Basin:
Knobbs Creek 1 Pasuotank
M.
Stream Index Number:
30 — 3 — 8
n.
Classification of Water Body:
"C; Sw"
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 3 of 7

l
..,jA wayo
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, PE Dee Freeman
Governor Director Secretary
June 29, 2012
Mr. Johnie D. Harvey, III, Chairperson of Building Committee
Grace and Truth Community Church
1300 Walker Avenue
Elizabeth City, INC 27909
Subject: Stormwater Permit No. SW7080213 Modification
Grace and Truth Community Church
High Density Project
Pasquotank County
Dear Mr. Harvey:
The Washington Regional Office received a complete Stormwater Management Permit Application for
the modification of Grace and Truth Community Church on June 5, 2012. 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 and Session Law 2008-211. We are forwarding
Permit No. SW7080213MOD dated June 29, 2012, for the construction of three grassed bioretention
cells to treat the existing and proposed new impervious area at the subject project located at 1300
Walker Avenue, Elizabeth City, North Carolina. By issuance of this permit, the previous permit for
this project, issued on March 5, 2008, is hereby rescinded.
This permit shall be effective from the date of issuance until June 29, 2020, 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 150E 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 Scott
Vinson, or me at [phone],
S'�lcerely, .
/ _ .
Al Hodge
Regional Supervisor
Surface Water Protection Section
AHlsv: S:1WQSISTORMWATERIPERMITS1SW7080213
cc: Sam Jarvis, PE
Pasquotank County Building Inspections
,,/*ashington Regional Office
North Carolina Division of Water Quality Internet: www.ncwaterqualin�.ore Ong
943 Washington Square Mall Phone! 252-946-6481
Washington, NC 27889 FAX [phone] NNatuilally
orthCarofina
An Equal opportunity/Affirmative Action Employer — 50% Recycled110% Post Consumer Paper

i
State Stormwater Management Systems
Permit No. SW7080213MOD
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
Grace and Truth Community Church
Grace and Truth Community Church
Pasquotank County
FOR THE
construction, operation and maintenance of three grassed bioretention areas in compliance with
the provisions of 15A NCAC 2H .1000 and Session Law 2008-211 (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 June 29, 2012, 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 on page 3 of this permit, the Pro1'ect Data Sheet. The stormwater control has
been designed to handle the runoff from 66,928 square feet of impervious area. Basins 1
and 1A are connected to Basin 2-3 by an underground connection to act as one basin to
achieve volume capacity for Drainage Areas 1, 1A, 2 and 3.
3. The tract will be limited to the amount of built -upon area indicated on page 3 of this permit,
and per approved plans and specifications.
4. All stormwater collection and treatment systems must be located in either dedicated
common areas or recorded easements. The final plats for the project will be recorded
showing all such required easements, in accordance with the approved plans.
5. The runoff from all built -upon area within the permitted drainage area of this project must be
directed into the permitted stormwater control system.
Page 2 of 7

State Stormwater Management Systems
Permit No. SW7080213MOD
6. The following design criteria have been provided in the bioretention areas and must be
maintained at design condition:
Area 1-1 A
Area 2-3
Area 4
a.
Drainage Area, ft2:
25,356
46,17T_
46, 445
b.
Total Impervious Surfaces, ft2:
18,284
31,534
17,110
C.
Design Storm, inches:
1.0"&1.5"
1.0" -
1.01,
d.
Bioretention Ponding Depth, inches:
9.0
9.0
9.0
e.
Temporary Ponded Depth Elevations, FMSL:
8.20
8.20
8.20
f.
Bioretention Planting Elevation, FMSL:
7.45
7.45
7.45
g.
Bioretention Surface Area, ft2:
1,500
5,735
8,600
h.
Permitted Storage Volume, ft3:
998
3,718
5,910
i.
Type of Planting Media Soil:
85% Sand,
12% Fines,
3% Organic
j.
Type of In -situ Soils:
Arapahoe, fine sandy loam
with clayey
pockets
j.
Expected Infiltration Rate, inlhr:
2.0
2.0
2.0
k..
Seasonal High Water Table, FMSL:
5.45
5.45
5.45
I.
Receiving Stream/River Basin:
Knobbs
Creek I Pasuotank
M.
Stream Index Number:
30 - 3 — 8
n.
Classification of Water Body:
"C; Sw"
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 3 of 7

t
State Stormwater Management Systems
Permit No. SW7080213MOD
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 the stormwater system was used as an Erosion Control device, it must be restored to
design condition prior to operation as a stormwater treatment device, and prior to
occupancy of the facility.
8. Access to the stormwater facilities shall be maintained via appropriate easements at all
times.
9. The permittee shall submit to the Director and shall have received approval for revised
plans, specifications, and calculations prior to construction, for any modification to the
approved plans, including, but not limited to, those listed below:
a. Any revision to any item shown on the approved plans, including the stormwater
management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the drainage
area.
e. Further subdivision, acquisition, lease or sale of all or part of the project area. The
project area is defined as all property owned by the permittee, for which
Sedimentation and Erosion Control Plan approval or a CAMA Major permit was
sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the approved
plan.
10. The permittee shall submit final site layout and grading plans for any permitted future areas
shown on the approved plans, prior to construction.
11. A copy of the approved plans and specifications shall be maintained on file by the Permittee
at all times.
12. The Director may notify the permittee when the permitted site does not meet one or more of
the minimum requirements of the permit. Within the time frame specified in the notice, the
permittee shall submit a written time schedule to the Director for modifying the site to meet
minimum requirements. The permittee shall provide copies of revised plans and certification
in writing to the Director that the changes have been made.
Page 4 of 7

State Stormwater Management Systems
Permit No. SW7080213MOD
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 June 29, 2020. 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 291h day of June, 2012.
N RTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for
Charles Wakild, PE, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Stormwater Permit No. SW7080213 Modification
Page 5 of 7

State Stormwater Management Systems
Permit No. SW7080213MOD
Grace and Truth Community Church
Stormwater Permit No. SW7080213MOD
Pasquotank 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. SW7080213MOD ,
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 Washington Regional Office
Pasquotank County Building Inspections
Page 7 of 7

A
DWQ USE ONLY
Date Received
Fee Paid
Permit Number
State of North Carolina 0A
Department of Environment and Natural Resources ����� D
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORIJAy 1 1 2012
This farm may he photos-opied for use try an original
I. GENERAIANFORMA'rION
DW4WAR0
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project): 00,P
Grace and Truth Connmunily Church'
2. Print Owner/ Signing Official's name and title (person legally responsible for facility and compliance):
.lohnie D. Harvcy,-lll--.BUi1di11,2, and Grounds Manager
3. Mailing Address for person listed in item 2 above:
1300 Walker Avenue
City:Elizabeth City _ State:NC Zip:27909
Phone: (252 ) 338-7705 Fax: (252 ) 338-7708
Email:iohriie.d.harvey(!-�tiscg.mail
4. Project Name (subdivision, facility, or establishment name - should he consistent with project name on plans,
specifications.. letters, operation and maintenance agreements. etc.):
Grace and Truth Community Church
5. Location of Project (street address):
1300 Walker Avenue
City:Elizabetli City County:Pasguotank
6. Directions to project (from nearest major intersection):
From the intersection of Halstead Blvd and Walker Avenue turn east onto Walker Avenue. Church is located
aooroximately 11 4 mile down Walker Avenue.
7. Lalitude:36.28796 Longitude:76.23717 of project
8. Contact person who can answer questions about the project:
Nanic:Caroline Copeland _ Telephone Number: (252 ) 792-4486
Eri3ail:[e-mail]
H. PERMIT INFORMATION:
1. Specify whether project is (check one): ❑New ❑Renewal ®Modification
Form SWU-101 Version 8.07 Page l of 4

i
5 i YAM
op

r mow, r Q
2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number. SW7080213 and its issue date (if known) 3/5/08�
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):
❑CAMA Major ®Sedimentation/Erosion Control ❑404/401 Permit �iEW�+D
Information on required state permits can be obtained by contacting the Customer Service Center at ir+
1-877-623-6748.
JUN - 5 2012
III. PROJECT INFORMATION DWQ-WARO
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.
All stormwater runoff will be treated on site in three separate grassed bio-retention cells. There is a cell locted on
the east side of the project that handles the stormwater from a portion of the existing buildings and a portion of
the parking area. Another cell is located on the west side of the property to handle the stormwater from a portion
of the new building and a large portion of the parking area and drive. The final cell is located on the west and,
south side of the property to handle the remaining portion of the, building, the remaining portion of the
12a1king lot and the remajp ortion of the existing buildings. The expanded treatments stem will impact this
area adjacent to Walker Avenue.
2. Stormwater runoff from this project drains to the Pasquotank River basil.
3. Total Site Area: 6.21 acres 4. Total Wetlands Area: 0.00 acres
5. 100' Wide Strip of Wetland Area: 0.00 acres (not applicable if no wetlands exist m site)
6. Total Project Area**:6,21 acres 7. Project Built Upon Area:24
8. How many drainage areas does the project have?3
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
ea e Area 1 10 A
Drains >e A rea
Receiving Stream Name
Knobbs Creek
Knobbs Creek
Stream Class & Index No.
C Sw 30-3-8
C Sw 30-3-8
Drainage Area (sf)
25356
46174
Existing Impervious* Area (sf)
5256
13418
Proposed Impervious*Area (sf)
18284
31534
Impervious* Area (total)
72%
68%
Impervious* Surfacc•Ar6a ,
laiaii _ ' Area'1 0A
Drainiige,Area 2 3
On -site Buildings (sf)
1235
3975
On -site Streets (sf)
0
0
On -site Parking (sf)
15852
25745
On -site Sidewalks (sf)
1197
1814
Other on -site (sf)
0
0
Off -site (sf)
0
0
Form SWU-101 Versioii 8.07 1la-e.2 ol"4
`7

I
I,; J v 16 t A

Total (sf): I 18284 l 31534
Impervious area is defined as the built upon area including, but not lindted 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 upon area
percentage calculation.
10. How was the off -site impervious area listed above derived,.
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
13MP 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
Form SW401-Curb Outlet System
Form SW401-Off-Site System
Form SW401-Wet Detention Basin
Form SW401-Infiltration Basin
Form SW401-Infiltration Trench
Form SW401-Bioretention Cell
Form SW401-1-evel Spreader
Form SW401-Wetland
Form SW401-Grassed Swale
Form SW401-Sand Filter
Low Density Supplement
Curb Outlet System Supplement
Off -Site System Supplement
Wet Detention Basin Supplement
Infiltration Basin Supplement
Underground Infiltration Trench Supplement
Bioretention Cell Supplement
Level Spreader/Filter Strip/Restored Riparian Buffer Supplement
Constructed Wetland Supplement
Grassed Swale Supplement
Sand Filter Supplement
Fornt S W U- l 0l Version 8.07
1
Page 3 of 4

Basin Information
Drainage Area 4
Receiving Stream Name
Knobbs Creek
Stream Class & Index No.
C Sw 30-3-8
Drainage Area sf
46645
Existinci Impervious* Area (sf)
2613
Proposed Impervious* Area (sf
17110
% Impervious* Area total
37%
Impervious* Surface Area
Drainage Area 4
On -Site Building sf)
6184
On -Site Streets (sf)
0
On -Site Parkin sf)
9765
On -Site Sidewalks (sf)
1161
Other On -Site (sf)
0
Off -Site (sf)
0
Total sf):
17110

VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of WaterQualit.y (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appn)priate DWQ Office. (Appropriate office may be found by locating project on the
interactive online map at htty:Hh2o,eiir.state.nc.its/su/msi maps.htm)
Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
Initials
• Original curd onecopy of the Storrnwater Management Permit Application Form
• Original and one copy of the Deed Restrictions & Protective Covenants Form
• Original of the applicable Supplement Fortn(s) and O&M agreetnent(s) for each BMP
• Permit application processing fee of $505 ($4,000 for Express) pernahleloNCDEWR
• Calculations & detailed narrative description of storrnwater 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 snap with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and storrnwater 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 firni so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or firm):Jarvis Consultants, Inc.
Mailing Address:212 South Main Street
City:Bath
Phone: (252 ) 923-0302
Email:sam,jarvispaCurnhargmaiLcon
Vlll. APPLICANT'S CERTIFICATION
State:NC
7ip:27808
Fax: (252 ) 923-0306
1, (print nr type ncnrtecf'persnrr listed in General Irtfnrmation, item 2) Johnie D. Harvey, III
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 wilh 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 .109O
Signature:
0
Date: S q l7i
Form SWU-101 Version 8.07 Page 4 of 4

Vinson, Scott
From:
Dumpor, Samir
Sent:
Wednesday, May 23. 2012 US AM
To:
Vinson, Scott
Subject:
FW: Grace & Truth Stormwater Calculations
Attachments:
Grace&Truth Calcs REV 5-22-12,PDF
A
From: Copeland; Caroline [mail :caroline archesson.com]
Sent: Wednesday, May 23, 2012 7:56 AM
To: Dumpor, Samir
Cc: Sam Jarvis
Subject: Grace & Truth Stormwater Calculations
Samir,
we submitted to Elizabeth City Planning Dept. at the same time we submitted to you for stormwater. We met with
Elizabeth City yesterday to review the comment changes to the plans. The City is requiring we adjust the proposed
parking stalls to 9'x19' instead of the 9'x18' as originally proposed. They also requested we install a sidewalk to access
the lower parking area. Doing these two changes increased the impervious area for our proposed site. To accommodate
the additional impervious, I reduced the traffic isle in the upper parking area thus offsetting some of the new impervious
required. By making all the changes we were able to stay within our designed 'provided' storage as originally submitted.
The only thing that did change was the amount of storage required.
I have attached the scanned revised calculations. I would like to hold off on sending you the drawings until Friday.
Elizabeth City wanted to make a few changes to shrub types and I would like one set of plans to be the same for
everyone if you can wait a few more days.
If you have any questions please give me a call or Sam.
Thank you,
Caroline O. Copeland, LEED AP BD+C
A.R. Chesson Construction Co., Inc.
P.O. Box 1147 -' 315 West Main Street
WiIliamston, NC 27892
Phone: [phone]
Fax: [phone]
www.archesson.com
Interact with A.R. Chesson:
Facebook: www.facebook,comlchessonconstruction

14
r
_..__.......(race. .._.Tf�� h_ (Annm.mda-.,Churt,h.-..PacYs'ny..Lot
_. SttirM.t,>►cehl Ccilcu�aticns-..Nt.w.............._ .......... _..._.
.Drai(pgc . A(cc, _.I.A_- .Pfe- -Deg tlo . en .
pe{_v ous_ - o- oo A c-.... .
oF.._Travc..I.__=...
.... -. � cgs....... ---...... .._._. ,... ._
o z
Z.0.8_.rmin .'_ .
L� K z-A Co.:15)-(. J •S1 r`0, 34,). = 0 y..L _CFs _
*-D ctinoge. Area ..I'A Post �ev�10 ..(ho1�. .. :. .. _.
Area = 0:i.F1� .... K ?st
Char)qc. i`o FIeuG 'rfr = `3 (a 0.'- S •9 D' =.0 -70.Tc-�
3 f 3 .
'... .6}0 P, .=..tO._es).(.�.si-(.v. �). 2�� o GAS........:
CCNyso.=
--Tc C.o• y ��> a•o 3 Ito.. AC-) 3Ub
r�
.:..)(A - TIC .:Y5-Fast. _ I?e ui rcd. 5�nra s✓ = _C.c�. asp. - G? +ciCTT�i.= (2.30 -¢u.
Q g. P 1 `1) qz3.: Cf-
.......'uired
:�. D�a,n�e . �'+ctca.:._1/.��—I '1z'� Coalfia.j_S•f-as_�_W�...1�,r_.�-u.lGs... ..:.. .: 5�.2
1 r�'rous °SurF� 17, 42to �S .. •�
,rye ems. �. ! 2 s , .. ..... - - -
ti(egWr .. ..
:. :.. ..�z`)..L109 SF.x 0!1zs--= 1 55 F *COASTAL- AQCA..KVLEa- -
- _.:. _....... 2 oF.

A.R.CHESSON
C( �.' CONSTRUCTION CO., INC.
315 West Main Street 138 Rich 1loulevard 3200 Maritime Woods Park Drive
Post Office Box 1147 Elizabeth City, NC 27909 Manlco, NC 27954
Will ianvaon, NC 27892
PHONE [phone] PHONE [phone] PHONE [phone]
FAX [phone] FA [phone] FAX [phone]
To: NCDENR — Division of Water Quality
Date: 5/9/12
RE: Grace and Truth Community Church
WE ARE SENDING YOU Attached Under separate cover via
the following items:
Shop drawings Prints X Plans
Copy of letter Change order
Samples Specifications
COPIES
DESCRIPTION
3
Plans for Crace &'truth Communlity Church
2
Stormwater Mana gc nierd Permit Application Form
2
Deed
I
Bioretention CCI1 Su i Slemen1S
1
O & M Agreement
I
Su}rmwatar Calculations
I
Narrative
I
Soil Report Prepared h MSA. PC
I
Check
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
REMARKS:
Resubmit copies for approval
Submit copies for distribution
Return corrected prints
PRINTS RETURNED AFTER LOAN TO US

c6mf � n.i Eta_ _GNrc,h '�ar_lr�'�� _Lit O�.di;fi cn
{ ' Wok _.Cal�v}'Qfi.
as -For de.td, �cd
_ex�.lana i G d__Calwla ids! of__ehc+sh'oc�.+dr.gt`na.�e_a{gas__ nder_.S. �mwa r.
' ' I 1 [ fYm; _ lni4'•_ 51Ni1.0_S.O{�Z 13 .___ 'Ck wr o,4t_4 _Mw:r- h!_s _ zoo$..-
1 '
,n i Drain e Arto��'Calc�u.l'G( ISumma(
IIA
.._ {SSA, 2 ! 2,533J�F ,
A�
I- � - ---i — -I � - -` - ! -' I - - � -! - - ' - ' � !.IVED .
-MAY 9 2012
D WO RO,
-WA
,
E � Lo
,
y ,9315 .C� frov:l.ded. —' 3. D_S.S.CF.fr�q�i.i`Cdf, = . )1;3_ 0 Cf # ex-ku st-or.io
.,
I f
I
k ' •�` i CA�CjfJ���
; 3 -_ -•-- I . _- - � __ ,. _ ray --SEAL
2A 2 o i tl
' � ' I +� '7 •°°.. •.•°°� ,� `ice
• k

G-Mace.
Drain Arec, .1.A .-De�clo
C-x:, sfi`�9 I tV1 per-0ous
�� G�,y h ok- _7 Pico( I__ 55' . _ . _,_ C.�iu y c !n _ Ie v.a-h en_ _ 9 %o' - B-S, _0
Tc-
E tFa:cto'c 2 Z,p.B
KiA' (Q 15i.Cj},Si
k DIal'nG4c- IIA ._. Post- I�evr✓Io _ 1. ! ??. i
A-rca C?_3 !1c _ K Post - 0, 5's
Leo Oe TravCl ��.�C4ic� jc_io. Flew
TC
L 9.k'.h
77.
_Q.equ;rcd St�ragC-
F ;Dmi.Nc PCtc, .I/_a
i2',.Ll08-sc x.o'fzs y s5�;�'�.. j GpAs-rA

(—JMMvn,i� C,hv(CV) - PaOkrn�.Lo _A-ddiViCO, E
TA _i'_ -t_ DA _z t_._pA 3 t. UH _ 1 R 5 , `r`- 13 6, �'a _CFq',s.s!_B iz3 Gr '=
-(2.
2-ur:rid
DA 2 4 DA3) t DA IA_= 3.,,0$S G� L, 5.5..,1 G . _ . y.y io.3(a �t,-e TOTA r_ -.��Cqumfoostc } :eu c S# 1 I
i
-2,533 GF . _ ,
.To}o 4 - H , -7=C,& 55!' XO i PcouideC� r r
I '

�7 OCMWQ Ck C-u L0,' enS. ......
PCe - Oeve.1 grn6--)t _
rcl I nctJ L Ace ci
T o-�o1 A-rca 0. 22 Acres
<pre
..__-. (Ex..crdve-1 Par�.�r9 , Conc S�d�walks�_S�.,ld'►-,r� s� ...
Len55 h oe Travel =. I U.\ ,.C,' .. .
Chana�e.. tin Elt,va�icr� = °�lo'-.9•.0�}' = O.s(�_' ,
�3 o.38S 1Ccl:o� 0:385
O.5CO.). = 3.5- ,"C'.
factor ~ l•-2 2 min ('lz. 9ra.sscd 5urFciu = 1�
lz con cf Gcsphc k SuffaLt 0.2)
.A = 0- 22. A crc.s = 10 y e of- - 2L1 H e .= •.S ► ") hr
010 �i l� - (0, S L,) 7' S� (L�, 22) = O . g 3 CF 5 v��Ge�a�eaoarP�►
CcA qp�
. D; ai r)Q c Are a 2 SQL
6242
m� C"
CxisNnr� Im erv�`ous = U• 3d Ae � `Fo FG�4 Area 0_ L1 2 AG �'-A,, °`V",*4
l�prY = o.7i �• �s) fi 0.29 (0,15) = o• (a�l o. ©Li = (�,�► G
CE->e G-ravt,t etwi o5) C-It-Q 5�
Un.51-h C,F Trove l = Ica-' Chpnr).c lo. ClegcL o-).
�ltoz-�r D.s8s
l�a
gassed su r ca - 0
(71 % Gck) c cv GsPhcl� su rfa cr = 0; 2 8)
AreQ = O.Li2 Ar-as L,o = I0 /car - 2L1 HQ = 7.5 r
�0.71D.14 2) 2 2�4 CF

ru ON) m Uc> > ii L_.�) U; ca,-,
Sj-ormU6aA-er CCL Wlc,�innS .
1)raunaj( Ace,ck
x,si,,,5. Rc
Total re- n = G^ . &2, A c
�Cprc = U.Q2 C0,95) e p.,9B.(0.1S)
trGrc,Ss SmaO Ayv�ounV o(z' Gravel PcUr1G+'n - Arr-ca)
LeOc�i h o� Trgv G� _ 3S` Chong c. i'n EIe VUiicn = `)-37' - �%• 5G' = U. 8'� "
2.-38 .Arca = o 63 Acres
Fc�ct�r = 2 Lto = 1v ycckr - Zq i-tP- =..75_ '")hr.. .
Nc0000 c A(ca y'.
_ Ex��9in� I�peruFr�US = 0•oCa
Total A r cct =
iC�rC = L�.C3(�i6.�is) r p,��lCO•ISi = blo '� ILq 0.2b
CG-«sscd St��Fr�c� � �xsii�r� t3ulcl;,x�s�
or I rave 1 = 261' Ghor,c�c.n rlc.vc�or}
gl3 O.385
Tc,,2B rn;n Area 1•.awl �1�
l2$
Fn&-or = Z = 8 •Sin m,n C ja = i0yeac - 2q 14 p w %•.6_1n)hr
�10 1,04) CFS
f,

• �—ru c� 4 ru- h (_ammon=+j C_.hurCV) .
S f r7Yl c ) cc�cr Ccut [ -i 4 OJT on S14
Cl�
n �+
toSEA
C) 2-2. Ac
len��h u� 'TravcI = Ilp.l'... C;>1a ngc .ila.Elwcdk on m 8 0
a 0 385
Tc
Fc�(-*or = 1. 2 3, 80 . (Y) ,.o = 14 dear 24 HP- = 7..S.'"�hc.
A = .t`p.8S) (7'S)C0', 2z) = I�y,.O GFS. -
— Rai nfei 11 D(.p-k k Cr-n1.1S)
LTTP) Tirne jo Peak = olume (0,-13)(.0•0833_,-rn),(0.22.Ac)(.L43 SUO. /AC) �. 54•11
�e4ucrc.d s}orae = Co s�-.o�fe�(r�-�� = �I,�ao-o'Q���sy.►a� = 25.4.3 c .
Provided S+ fa e = -11-7 CF
5E- lDraina5e Area. 2:...
Arta =...O :�f2 A.c Kpos� F G. 85
Uoan k 6F -('ravel Icls` Change 'n tevati'en = 1C).1z`- e.9s` = 1. 1,7
/1 y5� o.3as
1•z8
Fac%r = 1).14 = . i�.92 min irp = 10 scar 24 1+Q = 7,..S nrhr
C,Q 14'A (0.8S)(7,S)(o.42) = 2,�g C,�S
` Ro in(ai1 De-o-h CC nI -7S) = 0:7 u, "n .
TT P = 1 e _ CC?.�itoi(0.0833 Ay;�, (0.42A-c)-(.-43,Sua srfac) 315, yC. Se c
X- �equ,rc-d sfv(-Oqe 6SoS� - Ca re)CTTF_ (Z &S - 2.2Y)(3)5,LlLa) = I3 g . Ro CF
4E Prov i d e.d St-o f c+ e= z.S 3 S CF

JTUC-r')WL1-ver LaICOlC,,t-)( )-s
Drounage Arcct 3
A(cp = U io3,Acr ICpast v c>.,9s
Leng�H OF Iravc4= 310' Chgnrge n EIevofcn= lo.r-.g,zo' 94?
']O' 3U.385
T C = ` ► 92 _ S Co Z tYi i r)
Fa 1, 3 _.._ - = 7. �1. rn!'rt- - pro = lc� .jca�- 29 r►2 = 7,,0. hr ..
©!p- �L�R,= �n.8S>i-7.D)Co,�o3� = 3•�S CFS
r �ainfal! peps (CN -75} = k-lq-Jrh
TT? - O'Li V0.c)z33)(O,co3) 43,5(p_d) C�Ca2.91 Sec
� Rec�uircd s�ra[�.G � (apo5�- oprc�CT'i`P�=..(3•�s-a8a)C Co[��•9�i) = lgss•82 c�
I�ruv�.ded Sirorage v 11f?,5 CF
1Prc -,}S , P05t
DAf DA2- t IDAS = 2S,43. OF 1r 138,So CF v f955.82 CF = iN ZC),OS CF-
Ylli cd TV Pro is C,
Storage- Prov�de_d
QQ -r Q -r- 3Q � 1-7 C-F f- 11 65 U 1 2 S 3' 3 c F = LIJ 5 CF Prov ; decl
vsk 00 ! 0 CoG.sta1 Storm"Jaicr Rules
IMPeNIovS Suf&-US OA 1 4- DA Z-t OAa
tz 7-Z sf3.`J' 2O.5f 4 f78S9. (oOsF -
12
3D85 C� stow e Re u i rcr� uneLe_r ccxxs�-�1...r�1 e 5

Dicon&9c Ar-c.a U
l cnc�t 1� O� Tra\iG = 30y 0' Gha�c� c E.� G-lc �� i c = 9. s' 8.� 8 ' = o. -7 z °
TG =. LO '2- - -7, 4 rn n
12e .
1~acr-br - l,y c. ic, loved( Z4 0Z = Cv �n1hr
a,a = V-�A = (0.8S)1,aY) = 5,H 8_ CFS
- RaIn Fct Dcp�Ah (C.n1 -� 5) M. Zen
Tl-P = �OlumE rrZ,BioiCU 083 � �n)(Io�lAc (43,SC�p�{rA[a ILi 5eG
(s.4 8)
Pre vs Pos i-
Requi(Ca sfvfa)e=CQ(-nF);(S,Lt8 - I'Il)3.8; = 5853 CF CL uiCtd
'� 1 Cc�c�}cat �rrnu.�aier �'.�iP
1rYlee.ry�OVS .5ur( ce _ 16,Ras, u10 = 1,L4jc. GF fequircd
12 )7 y
5t0(- QrUv t d ca = 29 CO Z c F t 29 LI 8 C F=
AEG

L ra ce Tru+h Ccamt trlunf� GhUQA,)
Over{lo Devf C.0 - GrcjsSCd l.-WW-crwa�
fr2r-'
L= 30. {mow fa, Q2 0.3
D = 0.3 5 ` .. G T�
13'
Ar to H
L
W . 8' a ' - 9''
(3)63--�'5 0.(p2
Ry4��3�4 yL t1 --jc. '
r;d X
r_ �.?.

BOOK 962 PAGE 71
FILED in Pa•qquotank County. NC
an Mar 20 2007 at 02:28:10 PM
by: Dollio J. Summorour
REGISTER OF DEEDS
PASQUOTANK COUNTY
Deed number % r , -5,A 3
Transfer tax $
Pasquotank County Assessor's Office
liNCISE TAX: so
LAN l7'r RANs FF: R'rAX: 50
PARCEI.IDENTIFWRNo.: 891 tf3 1) 91
MAIL A171 FR RECVRDINO 10; Erich Y, James,James Luw Associates, 732 Peanree Rd, EI'iz City, NC 27907
TIIIS rNSTRUWNT WAS PREPARFF) RV: Ericka Y. Jamey, Janscs Lauv Associates, 732 Peanree Rd, Eliz City, NC 27909
BRIEF DESCRIPTION FOR THE tNlliX 1300 Walker Avenue
This deed nas pre)xrred br Ericko Y. Jarj,—. a North C'ura!lera twensed allorne, , ahvist alfe .tunrch, cfming, or mA advice.
NORTH CAROLINA GENERAL WARRANTY DEED
THIS IS A DEED OF GIFT
TNIS DEED made this _L7 day of _ AtJ-,� , 2007, by and between
GRANTOR-.
George Powell, Thomas Sawyer,
Kenneth Coleman, Connie A.
Mercer, Jr., and Kermit I. Gallop,
Trustees of the Grace & 'Truth
Communih' Church
GRANTEE -
Grace & Truth Community Church, Inc.,
a North Carolina nonprofit corporation
1300 Walker Avenue
Elizabeth City,.NC 27909
This designation Grantor and Grantee as used herein shall include said parties, their
heirs, successors, and assigns, and shall include singular, plural, masculine, feminine or
neuter as required by context.
WITNCSSETH, that the Grantor, in consideration ofthe mutual regard and respect
given by the Grantee, the receipt of which is hereby acknowledged, has and by these
presents does grant, bargain, and convey unto the Grantee in fee simple, all that certain
lot or parcel of land situated in the City of Elizabeth City, Elizabeth City Township,
Pasquotank County, North Carolina and more particularly described is follows:
See Attached Exhibit A.
The property hereinabove described was acquired by Grantor by instrument recorded in
Book 606, Page R 17. A map showing the above described property is recorded in
Map/Plat Book 16 at Page 42.
"f0 HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and
appurtenances thereto belonging to the Grantee in fee simple,
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in
fee simple, has the right to convey the same in fee simple, that title is marketable and
free and clear of all encumbrances, and that Grantor will warrant and delend the title
against the lawful claims of all persons whomsoever except for the exceptions
hereinafter stated. Title to the property hereinabove described is subject to the following
exceptions; (1) restrictions, covenants, easements of record and governmental
RECEIVED
MAY -92012
DWQ-WARO

r
BOOK 962 PAGE 72
ordinances or coning regulations affecting same, and (2) Ad valorem taxes for year 2007
prorated herein and assumed by purchaser.
1N WITNESS WI-IEREOF, the Grantor has hereunto set his hand and seal, or if'
corporate, has caused this instrument to be signed in its corporate narnc by its duly
authorized officers and its seal to be hereunto affixed by authority of' its Board of
Directors, the day and year first above written.
{SEAL)
Georg Dwell, Trustee of the
Grace & "Truth Community Church
Lud— .�(S17AI )
Kenneth Colman, `trustee of the
Grace & Truth Community Church
(SEAL)
Kermit"Gallop, Gallop, Trustee o the
Grace & 'Truth Community Church
NORTIf CAROLINA
COUNTY OF PASQUOTANK
m�SGAhe
Thoas Sa4�rycr, ustee of the
Grace & Truth Community Church
,z (SEAL)
Connie A. Mercer, Jr., Trustee of the
Grace & 'Truth Community Church
1, Ericka Y. James, a Notary Public of the County and State aforesaid, certify that George
Powell, Trustce of the Grace & Truth Community Church, personally appeared before me
this day and acknowledged the due execution of the foregoing instrumem.
Witness my hand and official stanip or seal, this _imay of Ajaojr� _ , 2067.
My commission expires:
`" E-IZNotary rblie
0,,T<':: l ,CKAYOUNGJAMES
+ NOTARY PUBLIC
q'n PASMOTANKCOUNTY:NC
NORTH CAROLINA
COUNTY OF PASQUOTANK
1, Lricka Y. James, a Notary Public of the County and State aforesaid, certify that
Thomas Sawyer, Trustee of (lie Grace & Truth Community Church, personally appeared
before me this day and acknowledged the due executionofthe foregoing instrument.
Witness my hand and official stamp or seal, this _401f20
MycommissioncZ`'rEtZICKAYOtiIJGJAMES
NOTARYPOSLIC
�.; PASOUOTANK COUNTY, NC

BOOK 962 PAGE 73
NORTH CAROLINA
COUNTY OF PASQUOTANK.
1, Ericka Y. James, a Notary Public of the County and State aforesaid, certify that
Kenneth Coleman, "Trustee of the Grace & "Truth Community Church, personally
appeared before me this day and acknowledged the due execution of the foregoing
instrument,
c4
Wihiess my hand and official stamp or seal, this
My commission expires:
ERICKA YOUNG JAMES
(;•r� NOTARY PUBLIC
PASQUOTANK COUNTY, NC
NORTH CAROL.INA
COUNTY OF PASQUOTANK
1, Ericka Y. Jarnes, a Notary Public of'the County and State aforesaid, certify that Connie
A. Merecr, Jr., Trustee of the Grace &. Truth Community Church, personally appeared
before me this day and acknowledged the due execution of the foregoing instrument.
Witness my hand and official stamp or seal, this _/34ay of _,(, A1yk_ 2047
My commission expires:
t
ERICI(A YOUNG JAMES
NOTARYPUSLIC
PASCIUOTANKCOUNTY, NC
NORTH CAROL INA
COUNTY OF PASQIJOTANK
Notary Public
1, l--ricka Y. James, a Notary Public of the Countyand State aforesaid, certify that Kermit
..Gallop, Trustee of the Grace & 'Truth Community Church, personally appeared before
me this day and acknowledged the due execution of theforegoinginstrument.
Witness my hand and official stamp or seal, this 13 itay of , 20Q_7
My commission expires: � '' f
A__ — —
Notary Public
w >, ERICKA YOUNG JAMES
fr;OTARY PUBLIC
PASQUOTANK COUNTY. NC

BOOK 962 PAGE 71
BEGINNING al a point marked by an iron pipe set in I lie northern margin of the right of way line of
WaikerAvenue fpresett light of way width 60 feet), said point of beginning being the southwestern
corthei of the property shown and delineated as Moore l leights, on Map recorded in Rook 417. Page
202, Paaquolank County Pt6lic Registry; said point of beginning is further situate a distance of 1 1 1,2
feel in a westerly dirmlioa along and wit lh the northern right of way litre of Walker Avenue liom Ilse
centerline ofCardweli Drive; thence from said point ofbeginning pruceed'ulg South 73 deg, 14 mirh.
00 sec. West along and Willi the northern margin of [be right of way line of Walker Avenue, a
distance of 274.51 fuel to a point marked by an iron pipe in the centerline of a ditch, a corner, (hence
leaving lire northern margin of the right of way line of Walker Avenue and proceeding North I deg.
39 min. 37 sec. West, a distance of 1000.1 a feet to u point mat ked by an iron pipe, a corner; thence
Not 77 deg. I I min. 30 sec. East , a distance of 273,42 feel to a point, a corner; thence South 13
deg. I I Olin. 06 Sue. Emu, along and with a shallow Swale, a distance of 981.24 feel to a point narked
by an iron pipe set in the northern margin ofthe right of way line of Walkcr Avenue, [his being lire
point and place of beginning
AN

�OF 1N A TF�Q Michael F, Easley, Governor
t William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Q Coleen H. Sullins, Director
Division of Water Quality
March 5, 2008
rrid
Mr. Johnie D. Harvey, III, Chairperson of Building Committee `t
Grace and Truth Community Church
1300 Walker Avenue Y -
Elizabeth City, NC 27909�-
Subject: Stormwater Permit No. SW7080213
Grace and Truth Community Church
High Density Project
Pasquotankc County
Dear Mr. Harvey:
The Washington Regional Office received a complete Stormwater Management Permit Application
for Grace and Truth Community Church on March 3, 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. SW7080213
dated March 5, 2008, for the construction of three grassed bioretention cells to treat the existing
and proposed new impervious area at the subject project located at 1300 Walker Avenue,
Elizabeth City, North Carolina.
This permit shall be effective from the date of issuance until March 5, 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
Scott Vinson, or me at [phone].
incerel ,
r
Al Hodge
Regional Supervisor
Surface Water Protection Section
AHlsv: S:1WQSISTORMWATERIPERMITS1SW7080213
cc: Sam Jarvis, PE
Pasquotank County Building Inspections
;Washington Regional Office
Central Files NRmhCarolina
,Alatura!!y
North Carolina Division of Water Quality Washington Regional Office Phone [phone] FAX [phone] Customer Service
Internet: www.nQwaterqualitN,.org 943 Washington Square Mall, Washington, NC 27899 1-877-623-6748
An Equal OpporiunitylAffirmative Action Employer — 50°% Recycled110% Post Consumer Paper

State Stormwater Management Systems
Permit No. SW7080213
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
Grace and Truth Community Church
Grace and Truth Community Church
Pasquotank County
FOR THE
construction, operation and maintenance of three grassed bioretention areas 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 5, 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 on page 3 of this permit, the Project Data Sheet. The stormwater control has
been designed to handle the runoff from 5�,900 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.
Page 2 of 7

State Stormwater Management Systems
Permit No. SW7080213
6. The following design criteria have been provided in the bioretention areas and must be
maintained at design condition:
Area 1
Area 2-3
Area 4
a.
Drainage Area, ft2:
9,542
6,14
46,645
b.
Total Impervious Surfaces, ft2:
5,256
31,534
17,110
C.
Design Storm, inches:
1.01,
1.011
1.01,
d.
Bioretention Ponding Depth, inches:
9.0
9.0
9.0.
e.
Temporary Ponded Depth Elevations, FMSL:
8.20
8.20
8.20
f.
Bioretention Planting Elevation, FMSL:
7.45
7.45
7.45
g.
Bioretention Surface Area, ft2:
1,125
5,735
8,600
h.
Permitted Storage Volume, ft3:
717
3,718
5,910
i.
Type of Planting Media Soil:
85% Sand,
12% Fines,
3% Organic
j.
Type of In -situ Soils:
Arapahoe,
fine sandy loam
with clayey
pockets
j.
Expected Infiltration Rate, in/hr:
2.0
2.0
2.0
k.
Seasonal High Water Table, FMSL:
5.45
5.45
5.45
I.
Receiving Stream/River Basin:
Knobbs Creek / Pasuotank
M.
Stream Index Number:
30 — 3 — 8
n.
Classification of Water Body:
"C; Sw"
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 7080213
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 the stormwater system was used as an Erosion Control device, it must be restored to
design condition prior to operation as a stormwater treatment device, and prior to
occupancy of the facility.
8. Access to the stormwater facilities shall be maintained via appropriate easements at all
times.
9. The permittee shall submit to the Director and shall have received approval for revised
plans, specifications, and calculations prior to construction, for any modification to the
approved plans, including, but not limited to, those listed below:
a. Any revision to any item shown on the approved plans, including the stormwater
management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the drainage
area.
e. Further subdivision, acquisition, lease or sale of all or part of the project area. The
project area is defined as all property owned by the permittee, for which
Sedimentation and Erosion Control Plan approval or a CAMA Major permit was
sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the approved
plan.
10, The permittee shall submit final site layout and grading plans for any permitted future areas
shown on the approved plans, prior to construction.
11. A copy of the approved plans and specifications shall be maintained on file by the Permittee
at all times.
12. The Director may notify the permittee when the permitted site does not meet one or more of
the minimum requirements of the permit. Within the time frame specified in the notice, the
permittee shall submit a written time schedule to the Director for modifying the site to meet
minimum requirements. The permittee shall provide copies of revised plans and certification
in writing to the Director that the changes have been made.
Page 4 of 7

State Stormwater Management Systems
Permit No. SV 7080213
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 5, 2018. 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 5th day of March, 2008.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for
Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Stormwater Permit No. SV 7080213
Page 5 of 7

State Stormwater Management Systems
Permit No. SVV7080213
Grace and Truth Community Church
Stormwater Permit No. SW7080213
Pasguotank 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. SW7080213
0
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.
$. 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 Washington Regional Office
Pasquotank County Building Inspections
Page 7 of 7

.. 'DWQ USE ONLY
Date Received
Fee Paid
Permit Number
T State of North Carolina sWA K a/j3�e8
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM`
This forni may be photocopied for use as an original
kAY
1. GENERAL INFORMATION
1. , Applicants name (specify the name of the corporation, individual, etc. who owns the project):
Grace and Truth Communiy Church
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
ohnie D. Harvey, III - Chairperson of Building Committee
3. Mailing Address for person listed in item 2 above: r
1300 Walker Avenue y zo �'t`-E-' CT
City. -Elizabeth Ci State:NC Zip:27909
Phone: [phone] Fax:.(Z52 } 338-770
Email: johnie.d.harvey®useg.mail
4. Project Name (subdivision, facility, or establishment name -should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Grace and Truth Community Church
5. Location of Project (street address):
1300 Walker Avenue
City:Elizabeth City County:Pasauotank
6. Directions to project (from nearest major intersection):
From the intersection of Halstead Blvd and Walker Avenue turn east onto Walker Avenue. Church is located
approximately 1 4 mile down Walker Avenue.
7. Latitude:36.28796 Longitude:76.23717 of project
8. Contact person who can answer questions about the project:
Name:Caroline Copeland Telephone Number: (252 _ } 792-4486
Email:[e-mail]
IL PERMIT INFORMATION:
1. Specify whether project is (check one): ®New
Form SWU-101 Version 8.07 Page 1. of 4
a
❑Renewal
-1q.0o9v
❑Modification

wer
ME

2. If this application is being submitted as the result of a renewal or modification to an existing permit, Iist 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):
❑CAMA Major ®Sedimentation/Erosion Control ❑404/401 Permit ❑NPOES 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,
All Stormwater runoff will be treated on site in three separate grassed bio-retention cells. There is a cell locted on
the south side of the project to handle the stormwater from abortion of the existing buildings and a portion of the
larking area. Another cell is located on the west side of the prolerty to handle the stormwater from a portion of
the proposed building and a large portion of the parking area and drive. The final cell is located on the west side
of the propertyto handle the remaining_ portion of the proposed building, the remaining portion of the12roposed
parking lot, and the remaining portion of the existing buildings.
2. Stormwater runoff from this project drains to the Pasquotank River basin.
3. Total Site Area: 6.21 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'.6.21 acres 7. Project Built Upon Area:19
8. How many drainage areas does the project have?3
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 n
Drainage Area 2,
Receiving Stream Name
Knobbs Creek
Knobbs Creek
Stream Class & Index No.
C Sw 30-3-8
C Sw 30-3-8
Drainage Area (so
9542
46174
Existing Impervious* Area (sf)
4792
13418
Proposed Impervious*Area (sf)
5256
31534
% Impervious* Area (total)
55%
68%
lmpervious* Surface Area °
'.=Drainage Areal
; , Drainage Area 2 - 3
On -site Buildings (sf)
1235
3975
On -site Streets (so
0
0
On -site Parking (so
3135
25745
On -site Sidewalks (so
886
1814
Other on -site (so
0
0
Off -site (so
0
0
Total (so:
5256
31534
Form SWU-101 Version 8.07 Page 2 of

Basinlnforrnation=al
,"Drain`a' a Area
Receiving Stream Name
Knobbs Creek
Stream Class & Index No.
C Sw 30-3-8
Drainage Area (so
46645
Existinq Impervious* Area
2613
Proposed Impervious* AreEsf
17110
% Impervious* Area(total)___37%
Im erGious*°Surface°Area
`Drama' e Area 4'''''
On -Site Buildin sf
6184
On -Site Streets sf
0
On -Site Parkin s
9765
On -Site Sidewalks sf
1161
Other On -Site sf
0
Off -Site sf
0
Total sf :
17110

* Impervious area is defined as the built 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 upon area
percentage calculation.
10. How was the off -site impervious area listed above derived?N/A
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
Form SW401-Curb Outlet System
Form SW401-Off-Site System
Form SW401-Wet Detention Basin
Form SW401-Infiltration Basin
Form SW401-Infiltration Trench
Form SW401-Bioretention Cell
Form SW401-Level Spreader
Form SW401-Wetland
Form SW401-Grassed Swale
Form SW401-Sand Filter
Low Density Supplement
Curb Outlet System Supplement
Off -Site System Supplement
Wet Detention Basin Supplement
Infiltration Basin Supplement
Underground Infiltration Trench Supplement
Bioretention Cell Supplement
Level Spreader/Filter Strip/Restored Riparian Buffer Supplement
Constructed Wetland Supplement
Grassed. Swale Supplement
Sand Filter Supplement
Form SWU-101 Version 8.07 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 Office. (Appropriate office may be found by locating project on the
interactive online map at http://h2o.enr.state.nc.us/su/msi maps.htm)
1. Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
• Original and one copy of the Stormwater Management Permit Application Form
• Original and one copy of the Deed Restrictions & Protective Covenants Form
• Original of the applicable Supplement Form(s) and O&M agreement(s) for each 6MP
• Permit application processing fee of $505 (54,000 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:
Y- Development/Project name
Engineer and firm
�- Legend
v- North arrow
Y - Scale
L-- - Revision number & date
Mean high water line
4-- Dimensioned property/project boundary
*-- Location map with named streets or NCSR numbers
a-- Original contours, proposed contours, spot elevations, finished floor elevations
'-- Details of roads, drainage features, collection systems, and stormwater control measures
11� - 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): CARduA) E Copst_ u n _
Mailing Address: Q• O- 6wc 41�i'-1
City: W %u�IAMS'T ON
State: tic Zip: 2'189 Z
Phone: ( 2S2 ) '792-.448(e Fax: ( ZS2 -712 -g090
Email: CGtfoline- a Ckc6 5aa.Com
VIII. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in General Information, item 2) lohnie D. Harvey, III ,
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 .19Q0. n n !
Signature:
Date: &k
Form SWU-101 Version 8.07 Page 4 of 4

set Az - doi
aim M L OV. S
y0:
w.

MA
NCDEHRRECEIVED
Permit Number:
(to be provided by DWO)
`o2oF w a rFR�c
fa Y
FEB 1 3 2008 ST0RMW40ECERTIIFICATION APPLICATION PERMIT
FORM APPLICATION
FORM
BI0RETENTION CELL SUPPLEMENT
®WQ-WARQ This form must be filled out, printed and submitted.
The Required Items Checklist (Part 111) must be printed, filled out and submitted along with all of the required information.
I: PROJECT INFORMATION'' s .: `.; :.. a�;>, �m �..; s ''rr�,.:�� , r =f: ` k. - �• �;.y
Project name Grace and Truth Community Church
Contact name Sam'Jarvis
Phone number (252).974-7794
Date February 12, 2008
Drainage area number,
II. DESIGN'INF0RMATION '
Site Characteristics
Drainage area 9,542 ft2
Impervious area 5,256 ft2
Percent impervious 55.1% %
Design rainfall depth 1.0 inch
Peak Flow Calculations
Is pre/post control of the 1-yr, 24-hr peak flow required?
(Y or N)
1-yr, 24-hr runoff depth
in
1-yr, 24-hr intensity
in/hr
Pre -development 1-yr, 24-hr peak flow
ft 3Isec
Post -development 1-yr, 24-hr peak flow
ft3lsec
Pre/Post 1-yr, 24-hr peak control
ft3lsec
Storage Volume: Non -SR Waters
Design volume
717:0 ft
Storage Volume: SR Waters
Pre -development 1-yr, 24-hr runoff
ft3
Post -development 1-yr, 24-hr runoff
ft3
Minimum volume required
0 ft3
Volume provided
ft3
Cell Dimensions
Ponding depth of water
9 inches
OK
Ponding depth of water
0.75 ft
Surface area of the top of the bioretention cell
1,125:0 ft2
OK
Length,
75 ft
OK
Width:
15 ft
OK
-or- Radius
ft
Soils Report Summary
Drawdown time, ponded volume
4:5 hr
OK
Drawdown time, to 24 inches below surface
12 hr
OK
Drawdown time, total:
16.5 hr
In -situ soil:
Soil permeability
2.00 inlhr
OK
Planting media soil:
Sail permeability
2.00 inlhr
OK
Soil composition
% Sand (by weight)
85%
OK
% Fines (by weight)
12%
OK
% Organic (by weight)
3%
OK
Form SW401-Bioretention-Rev.2
Parts I and II. Design Summary, Page 1 of 2

MI J
i
Permit Number:
(to be provided by D WQ)
Phosphorus Index (P-Index)
Basin Elevations
Temporary pool elevation
Planting elevation (top of the mulch)
Bottom of the cell
Planting depth
Depth of mulch
SHWT elevation
Total: 100%
20 (unitless) OK
8 fmsl
7.45 fmsl OK
7.45 fmsl
0 ft
4 inches OK
5.45 fmsl OK
Are underdrains being installed?
N
(Y or N)
How many clean out pipes are being installed?
What factor of safety is used for sizing the underdrains? (See
BMP Manual Section 12.3.6)
Additional distance between the bottom of the planting media and
0 ft
the bottom of the cell to account for underdrains
Bottom of the cell required
7.45 fmsl
Distance from bottom to SHWT
2 ft
OK
Type of bioretention cell (answer "Y" to only one of the two
following questions):
Is this a grassed cell?
Y
(Y or N)
Insufficient media depth
Is this a cell with treestshrubs?
N .
(Y or N)
Planting Plan
Number of tree species
Number of shrub species
Number of herbaceous groundcover species
Centipede Sod
OK
Additional Information
Does volume in excess of the design volume bypass the
Y
(Y or N)
OK
bioretention cell?
Does volume in excess of the design volume flow evenly distributed
Y
(Y or N)
OK
through a vegetated filter?
What is the length of the vegetated filter?
30. ft
Does the design use a level spreader to evenly distribute flow?
Y
(Y or N)
Submit a level spreader supplement.
Is the BMP located at least 30 feet from surface waters (50 feet if
SA waters)?
Is the BMP located at least 100 feet from water supply wells?
Are the vegetated side slopes equal to or less than V?
Is the BMP located in a recorded drainage easement with a
recorded access easement to a public Right of Way. (ROW)?
Inlet velocity (from treatment system)
Is the area surrounding the cell likely to undergo development in
the future?
Are the slopes draining to the bioretention cell greater than 20%?
Is the drainage area permanently stabilized?
Pretreatment Used
(indicate Type Used with an "X" in the shaded cell)
Gravel and grass
(flinches gravel followed by 3-5 ft of grass)
Grassed swale
Forebay
Y (Y or N)
OK
Y (Y or N)
OK
Y (Y or N)
OK
N (Y or N)
Insufficient ROW location.
1 ft/sec
OK
N (Y or N) OK
N (Y or N) OK
Y (Y or N) OK
OK
v
Form SW401-Bioretention- ev.2
Parts I and 11. design Summary, Page 2 of 2

Permit No:
(to be assfgned by D INS])
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result In a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Page/ Plan
I tials ! Sh t No.
1, Plans (1' - 50' or larger) of the entire site showing:
✓- Design at ultimate build -out,
Off -site drainage (if applicable),
Delineated drainage basins (include Rational C coefficient per basin),
Cell dimensions,
Pretreatment system,
vHigh flow bypass system,
Maintenance access,
— - Recorded drainage easement and public right of way (ROW),
-- Clean out pipe locations,
Overflow device, and
Boundaries of drainage easement.
2. Plan details (1' = 30' or larger) for the bioretention cell showing:
well dimensions
—Pretreatment system,
High flow bypass system,
v- Maintenance access,
Recorded drainage easement and public right of way (ROW),
av Design at ultimate build -out,
'Off -site drainage (if applicable),
Clean out pipe locations,
Overflow device, and
- Boundaries of drainage easement.
3. Section view of the bioretention cell (1' = 20' or larger) showing:
`"^Side slopes, 3:1 or lower
-- • Underdrain system (if applicable), and
YBioretention cell layers (ground level and slope, pre-treatment, ponding depth, mulch depth, fill media
depth, washed sand, filter fabric (or choking stone if applicable), #57 stone, underdrains (if applicable),
HWT level(s), and overflow structure]
4. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. The
results of the soils report must be verified in the field by DWQ, by completing & submitting the soils
investigation request form. County soil maps are not an acceptable source of soils information. All
elevations shall be in feet mean sea level (imsl). Results of soils tests of both the planting soil and the in
situ soil must include:
'Soil permeability,
Soil composition (% sand, % fines, % organic), and
.--13 index,
5. A detailed planting plan (1' = 20' or larger) prepared by a qualified individual showing:
A variety of suitable species,
Sizes, spacing and locations of plantings,
Total quantity of each type of plant specified,
A planting detail,
- The source nursery for the plants, and
_;.Eartilizer and watering requirements to establish vegetation.
���
1 `-E�An assurance that the installed system will meet design specifications upon initial operation once the
project is complete and the entire drainage area is stabilized.
7. A construction sequence that shows how the bioretention cell will be protected from sediment until the
_ entire drainage area is stabilized.
Qchc B. The supporting calculations (including underdrain calculations, if applicable).
-Ac Ctfi1Gd 9. A copy of the signed and notarized inspection and maintenance (I&M) agreement.
0 , 10. A copy of the deed restriction.
Form SW401-Bioretention-Rev.2 Part 111, Page 1 of 1

Permit Number:
(to be provided by DWQ)
Drainage Area Number: i
Sioretention Inspection and Maintenance Agreement
FEB 8ail� tnl
�ilIVeep a maintenance record on this BMP. This maintenance record will be kept in a
lo,in�a k�town set location. Any deficient BMP elements noted in the inspection will be
QclOr�:�Wrepaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
Important inspection and maintenance procedures:
— Immediately after the bioretention cell is established, the plants will be watered
twice weekly if needed until the plants become established (commonly six
weeks).
— Snow, mulch or any other material will NEVER be piled on the surface of the
bioretention cell.
— Heavy equipment will NEVER be driven over the bioretention cell.
— Special care will be taken to prevent sediment from entering the bioretention cell.
— Once a year, a soil test of the soil media will be conducted.
After the bioretention cell is established, I will inspect it once a month and within 24
hours after every storm event greater than 1.0 inches (or 1.5 inches if in a Coastal
County). Records of inspection and maintenance will be kept in a known set location
and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblems:
How 1 will remediate theproblem:
The entire BMP
Trash/debris is plesent.
Remove the trash/debris.
The perimeter of the
Areas of bare soil and/or
Regrade the soil if necessary to
bioretention cell
erosive gullies have formed,
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
The inlet device: pipe,
The pipe is clogged (if
Unclog the pipe. Dispose of the
stone verge or swale
applicable).
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged (if
applicable).
Erosion is occurring in the
Regrade the swale if necessary to
swale (if applicable).
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
Stone verge is clogged or
Remove sediment and clogged
covered in sediment (if
stone and replace with clean stone.
applicable).
Form SW401-Bioretention I&M-Rev.2 Page 1 of 4

BMP element:
The pretreatment area
The bioretention cell:
vegetation
The bioretention cell:
soils and mulch
Potential problems:
Flow is bypassing
pretreatment area and/or
gullies have formed.
Sediment has accumulated to
a depth greater than three
inches.
Erosion has occurred.
Weeds are present.
Best professional practices
show that pruning is needed
to maintain optimal plant
health.
Plants are dead, diseased or
dying.
Tree stakes/wires are present
six month_ s after planting.
Mulch is breaking down or
has floated away.
Soils and/or mulch are
clogged with sediment.
An annual soil test shows that
pH has dropped or heavy
metals have accumulated in
the soil media.
How I will remediate the problem:
Regrade if necessary to route all
flow to the pretreatment area.
Restabilize the area after grading
Search for the source of the
sediment and remedy the problem if
possible. Remove the sediment and
restabilize the pretreatment area.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Remove the weeds, preferably by
hand.
Prune according to best professional
practices.
Determine the source of the
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground.cover if a soil test indicates
it is necessary.
Remove tree stake/wires (which
can kill the tree if not removed).
Spot mulch if there are only random
void areas. Replace whole mulch
layer if necessary. Remove the
remaining much and replace with
triple shredded hard wood mulch at
a maximum depth of three inches.
Determine the extent of the clogging
- remove and replace either just the
top layers or the entire media as
needed. Dispose of the spoil in an
appropriate off -site location. Use
triple shredded hard wood mulch at
a maximum depth of three inches.
Search for the source of the
sediment and remedy the problem if
possible.
Dolomitic lime shall be applied as
recommended per the soil test and
toxic soils shall be removed,
disposed of properly and replaced
with new planting media.
Form SW401-Bioretention I&M-Rev.2 Page 2 of 4

BMP element:
Potential roblems:
How I will remediate theproblem:
The underdrain system
Clogging has occurred.
Wash out the underdrain system.
(if applicable)
The drop inlet
Clogging has occurred.
Clean out the drop inlet. Dispose of
the sediment off -site.
The drop inlet is damaged
Repair or replace the dro inlet.
The receiving water
Erosion or other signs of
Contact the NC Division of Water
damage have occurred at the
Quality 401 Oversight Unit at 919-
outlet.
733-1786.
Form SW401-13ioretcntion I&M-Rev.2 Page 3 of 4

Permit Number:
(to he Provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the 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.
Project name: Grace and Truth Community Church
BMP drainage area number:
Print name: Johnie D. Harvey III
Title: Chnigc(sct—, of F3[rlct (unn,',k-+e(?
Address: 1300 Walker Avenue Elizabeth -City, NC 27909
Phony
Signa
Date:
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
1, , a Notary Public for the State of
` , County of F%irf6e� , do hereby certify that
�Inhnk- i?._ )Aar�� L personally appeared before me this
day of Fr.kru 2oO8 , and acknowledge the due execution of the
forgoing bioretention maintenance requirements. Witness my hand and official seal,
4•••.•`�p1.IRdE 06'•.�p�
a` Cj �e°s
a
r q
o ti• o
CQU
SEAL
My commission expires_ [t� USi- III zoil
Form SW401-Bioretention I&M-Rev. 2 Page 4 of 4

q Permit Number:
(to be provided by DWQ)
�
y-o�OF WAT�RQG NMENRIECEI E
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
FEB 13 2008 401 CERTIFICATION APPLICATION FORM
BIORETENTION CELL SUPPLEMENT
MaNy
a RThis form must be filled out, printed and submitted.
terns eckfist (Part 111) must be printed, filled out and submitted along with all of the required information.
I. :PROJECT INFORMATION _ Project name Grace and Truth Community Church
Contact name Sam Jarvis
Phone number (252) 974; 7794
Date February 12,,2008
Drainage area number 2 - 3.
IL'ESIGN INFORMATION �� r
ee
Site Characteristics
Drainage area 46,174 ft2
Impervious area 31534. ft2
Percent impervious 68.3% %
Design rainfall depth 1.0 inch
Peak Flow Calculations
Is pre/post control of the 1-yr, 24-hr peak flow required?
(Y or N)
1-yr, 24-hr runoff depth
in
1-yr, 24-hr intensity
in/hr
Pre -development 1-yr, 24-hr peak flow
ft3lsec
Post -development 1-yr, 24-hr peak flow
ft3lsec
Pre/Post 1-yr, 24-hr peak control
ft3lsec
Storage Volume: Non -SR Waters
Design volume
3,718.0 ft3
Storage Volume: SR Waters
Pre -development 1-yr, 24-hr runoff
ft3
Post -development 1-yr, 24-hr runoff
ft3
Minimum volume required
0 ft,
Volume provided
ft,
Cell Dimensions
Ponding depth of water
9 inches
OK
Ponding depth of water
0.75 ft
Surface area of the top of the bioretention cell
5,735.0 ft2
OK
Length:
345 ft
OK
Width:
17 ft
OK
-or- Radius
ft
Soils Report Summary
Drawdown time, ponded volume
4.5 hr
OK
Drawdown time, to 24 inches below surface
12 hr
OK
Drawdown time, total:
16.5 hr
In -situ soil:
Soil permeability
2.00 in/hr
OK
Planting media soil:
Soil permeability
2.00 in/hr
OK
Soil composition
% Sand (by weight)
85%
OK
% Fines (by weight)
12%
OK
% Organic (by weight)
3%
OK
Form 5W401-Bioretention-Rev.2
Parts I and it. Design Summary, Page 1 of 2

e
Permit Number:
(to be provided by DWQ)
Phosphorus index (P-Index)
Basin Elevations
Temporary pool elevation
Planting elevation (top of the mulch)
Bottom of the cell
Planting depth
Depth of mulch
SHWT elevation
Total: 100%
20 (unitless)
OK
8 ff sl
7.45 fmsl
OK
, 7.45 fmsl
Oft
4 inches
OK
5.45 fmsl
OK
Are underdrains being installed?
N
(Y or N)
How many clean out pipes are being installed?
What factor of safety is used for sizing the underdrains? (See
BMP Manual Section 12.3.6)
Additional distance between the bottom of the planting media and
0 ft
the bottom of the cell to account for underdrains
Bottom of the cell required
7.45 fmsl
Distance from bottom to SHWT
2 ft
OK
Type of bioretention cell (answer "Y" to only one of the two
following questions):
Is this a grassed cell?
Y
(Y or N)
Insufficient media depth
Is this a cell with treeslshrubs?
N
(Y or N)
Planting Plan
Number of tree species
Number of shrub species
Number of herbaceous groundcover species Centipede
Sod
OK
Additional Information
Does volume in excess of the design volume bypass the
y'
(Y or N)
OK
bioretention cell?
Does volume in excess of the design volume flow evenly distributed ;'! .
Y . !
(Y or N)
OK
through a vegetated filter?
What is the length of the vegetated filter?
30 ft
Does the design use a level spreader to evenly distribute flow?
Y
(Y or N)
Submit a level spreader supplement.
Is the BMP located at least 30 feet from surface waters (50 feet if
Y
(Y or N)
OK
SA waters)?
Is the BMP located at least 100 feet from water supply wells?
Y
(Y or N)
OK
Are the vegetated side slopes equal to or less than 3:1?
Y
(Y or N)
OK
Is the BMP located in a recorded drainage easement with a
N
(Y or N)
Insufficient ROW location.
recorded access easement to a public Right of Way (ROW)?
Inlet velocity (from treatment system)
1 ft/sec
OK
Is the area surrounding the cell likely to undergo development in
N
(Y or N)
OK
the future?
Are the slopes draining to the bioretention cell greater than 20%?
N
(Y or N)
OK
Is the drainage area permanently stabilized?
Y
(Y or N)
OK
Pretreatment Used
(Indicate Type Used with an "X" in the shaded cell)
Gravel and grass
(8'inches gravel followed by 3-5 ft of grass)
OK
Grassed swale
X
Forebay
Form SW401-6ioretention-Rev. 2 Parts I and II. Design Summary, Page 2 of 2

Permit No:
(to be assigned by DWQ)
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An Incomplete submittal package will
result in a request for additional Information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. if the applicant has designated an agent, the agent may initial below, If a
requirement has not been met, attach justification.
Page! P n
I 1 No.117
Plans (1' - 50' or larger) of the entire site showing:
Design at ultimate build -out,
Off -site drainage (if applicable),
Delineated drainage basins (include Rational C coefficient per basin),
-Cell dimensions,
Pretreatment system,
High flow bypass system,
Maintenance access,
Recorded drainage easement and public right of way (ROW),
Clean out pipe locations,
Overflow device, and
Boundaries of drainage easement.
2. Plan details (1' = 30' or larger) for the bioretention cell showing:
Cell dimensions
Pretreatment system,
High flow bypass system,
Maintenance access,
Recorded drainage easement and public right of way (ROW),
Design at ultimate build -out,
Off -site drainage (if applicable),
Clean out pipe locations,
Overflow device, and
Boundaries of drainage easement.
Section view of the bioretention cell (1` = 20' or larger) showing:
- Side slopes, 3:1 or lower
1lnderdrain system (if applicable), and
Bioretention cell layers (ground level and slope, pre-treatment, ponding depth, mulch depth, fill media
depth, washed sand, filter fabric (or choking stone if applicable), 957 stone, underdrains (if applicable),
SHWT level(s), and overflow structure]
A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. The
results of the soils report must be verified in the field by DWO, by completing & submitting the soils
investigation request form. County soil maps are not an acceptable source of soils information. All
elevations shall be in feet mean sea level (fmsl). Results of soils tests of both the planting soil and the in
situ soil must include:
Soil permeability,
Soil composition (% sand, %, fines, % organic), and
P-index,
5. A detailed planting plan (1' = 20' or larger) prepared.by a qualified individual showing:
- A varlety of suitable species,
Sizes, spacing and locations of plantings,
Total quantity of each type of plant specified,
A planting detail,
The source nursery for the plants, and
F. 5 ateringg requirements to establish vegetation.
An assurance that the installed system will meet design specitications upon initial operation once the
project is complete and the entire drainage area is stabilized.
A construction sequence that shows how the bioretention cell will be protected from sediment until the
entire drainage area is stabilized.
The supporting calculations (including underdrain calculations, it applicable).
A copy o1 the signed and notarized inspection and maintenance (I&M) agreement.
Form SW401-13ioretention-Rev.2
A copy of the deed restriction.
Part III, Page 1 of 1

Permit Number:
(to be proWded by DWQ)
@3Y tk� Drainage Area Number: 2-3
Bioretention Inspection and Maintenance Agreement
FEB 13 2008
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
DWOVAP known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
Important inspection and maintenance procedures:
— Immediately after the bioretention cell is established, the plants will be watered
twice weekly if needed until the plants become established (commonly six
weeks).
— Snow, mulch or any other material will NEVER be piled on the surface of the
bioretention cell.
— Heavy equipment will NEVER be driven over the bioretention cell.
— Special care will be taken to prevent sediment from entering the bioretention cell.
— Once a year, a soil test of the soil media will be conducted.
After the bioretention cell is established, I will inspect it once a month and within 24
hours after every storm event greater than 1.0 inches (or 1.5 inches if in a Coastal
County). Records of inspection and maintenance will be kept in a known set location
and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblems:
How I will remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the
Areas of bare soil and/or
Regrade the soil if necessary to
bioretention cell
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
The inlet device: pipe,
The pipe is clogged (if
Unclog the pipe. Dispose of the
stone verge or swale
applicable).
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged (if
applicable).
Erosion is occurring in the
Regrade the swale if necessary to
swale (if applicable).
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
Stone verge is clogged or
Remove sediment and clogged
covered in sediment (if
stone and replace with clean stone.
applicable).
Form SW401-Bioretention I&M-Rev.2 Page I of 4

BMP element:
The pretreatment area
The bioretention cell:
vegetation
The bioretention cell:
soils and mulch
Potential problems:
Flow is bypassing
pretreatment area and/or
gullies have formed.
Sediment has accumulated to
a depth greater than three
inches.
Erosion has occurred.
Weeds are present
Best professional practices
show that pruning is needed
to maintain optimal plant
health.
Plants are dead, diseased or
dying.
Tree stakes/wires are present
six months after planting.
Mulch is breaking down or
has floated away.
Soils and/or mulch are
clogged with sediment.
An annual soil test shows that
pH has dropped or heavy
metals have accumulated in
the soil media.
How l will remediate the problem:
Regrade if necessary to route all
flow to the pretreatment area.
Restabilize the area after grading.
Search for the source of the
sediment and remedy the problem if
possible. Remove the sediment and
restabilize the pretreatment area.
Provide additional erosion T~
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Remove the weeds, preferably by
hand.
Prune according to best professional
practices.
Determine the source of the
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Remove tree stake/wires (which
can kill the tree if not removed).
Spot mulch if there are only random
void areas. Replace whole mulch
layer if necessary. Remove the
remaining much and replace with
triple shredded hard wood mulch at
a maximum depth of three inches.
Determine the extent of the clogging
- remove and replace either just the
top layers or the entire media as
needed. Dispose of the spoil in an
appropriate off -site location. Use
triple shredded hard wood mulch at
a maximum depth of three inches.
Search for the source of the
sediment and remedy the problem if
possible. _
Dolomitic lime shall be applied as
recommended per the soil test and
toxic soils shall be removed,
disposed of properly and replaced
with new planting media.
Form SW40I-Bioreienlion I&M-Rev.2 Page 2 of 4

BMP element:
Potentialproblems:
How I will remediate theproblem:
The underdrain system
Clogging has occurred.
Wash out the underdrain system.
(if applicable)
The drop inlet
Clogging has occurred.
Clean out the drop inlet. Dispose of
the sediment off -site.
The droE inlet is damaged
Repair or re lace the drop inlet.
The receiving water
Erosion or other signs of
Contact the NC Division of Water
damage have occurred at the
Quality 401 Oversight Unit at 919-
outlet.
733-1786.
Form SW401-Bioreteii1ion I&M-Rev.2 Pagc 3 of 4

Permit Number:
{to be provi(led by DtwQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the 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.
Project name: Grace and Truth Community Church
BMP drainage area number: 2 -3
Print name: Johnie D. Harvey, III
Title:
Address: 1300 Walker Avenue Elizabeth City, -NC 27909
Phone
Sign
Date:
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
I, Carolt'nt E. OdtA a Notary Public for the State of
March Carolina , County of Bea"fUri- , do hereby certify that
�:Yonnic- 0. tkaryLq , ALL personally appeared before me this Stl
day of Fc-6rucana ZcoB , and acknowledge the due execution of the
forgoing bioretention maintenance requirements. Witness my hand and official seal,
`�'rtfz'^ s: E` West
t�O
SEAL
My cotnmissioil expires_A,}gk)S� I3� ZDI t
Form SW401-Biorelention I&M-Rev. 2 Page 4 of 4

I
NCDENRRECEI ED
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
FEB 13 2008 401 CERTIFICATION APPLICATION FORM
BIORETENTION CELL SUPPLEMENT
Permit Number:
(to be provided by DWQ)
O`,OF W A T �9QG
� r
(] Y
9,9yiThis form must be tilled out, printed and submitted.
qutre ems hecklist (Part Ill) must be printed, filled out and submitted along with all of the required information.
1. 'PRWECTAN FORMATION x
Project name Grace and Truth Community Church
Contact name Sam Jarvis
Phone number (252)'974-7794
Date February 12''2008
Drainage area number 4
! N INFORMATION
�+ f�
II: gIlES V 9i ,
Site Characteristics
Drainage area 46,65.4 ft2
Impervious area 17;110 ftz
Percent impervious 36.7% %
Design rainfall depth 1.0 inch
Peak Flow Calculations
Is prelpost control of the 1-yr, 24-hr peak Flow required?
(Y or N)
1-yr, 24-hr runoff depth
in
1-yr, 24-hr intensity
in./hr
Pre -development 1-yr, 24-hr peak flow
ft/sec
Post -development 1-yr, 24-hr peak flow
ft'/sec
PrelPost 1-yr, 24-hr peak control
ft'/sec
Storage Volume: Non -SR Waters
Design volume
5,910.0 ft'
Storage Volume: SR Waters
Pre -development 1-yr, 24-hr runoff
ft3
Post -development 1-yr, 24-hr runoff
ft3
Minimum volume required
0 ft3
Volume provided
ft3
Cell Dimensions
Ponding depth of water
9 inches
OK
Ponding depth of water
0.75 ft
Surface area of the top of the bioretention cell
'8;600A ft'
OK
Length:
200 ft7pr
OK
Width:
22 ft 135'
OK
-or- Radius
ft
Soils Report Summary
Drawdown time, ponded volume
4.5 hr
OK
Drawdown time, to 24 inches below surface
12 hr
OK
Drawdown time, total:
16.5 hr
10-situ soil.
Soil permeability
.2.00 in/hr
OK
Planting media soil.
Soil permeability
2.00 inihr
OK
Soil composition
% Sand (by weight)
85%
OK
% Fines (by weight)
12%
OK
% Organic (by weight)
3%
OK
Form SW401-Bioretention-Rev.2
Parts I and II. Design Summary, Page 1 of 2

Permit Number:
(to be provided by D WO)
Total: 100%
Phosphorus Index (P-Index)
20 (unitless) OK
Basin Elevations
Temporary pool elevation
8 fmsl �.
Planting elevation (top of the mulch)
7.45 fmsl OK
Bottom of the cell
7.45 fmsl
Planting depth
0 ft
Depth of mulch
4 inches OK
SHWT elevation
5.45 fmsl OK
Are underdrains being installed?
N
(Y or N)
How many clean out pipes are being installed?
What factor of safety is used for sizing the underdrains? (See
BMP Manual Section 12.3.6)
Additional distance between the bottom of the planting media and
0 ft
the bottom of the cell to account for underdrains
Bottom of the cell required
7,45 fmsl
Distance from bottom to SHWT
2 ft
OK
Type of bioretention cell (answer "Y" to only one of the two
following questions):
Is this a grassed cell?
Y
(Y or N)
Insufficient media depth
Is this a cell with trees/shrubs?
N
(Y or N)
Planting Plan
Number of tree species
Number of shrub species
Number of herbaceous groundcover species
Centipede Sod
OK
Additional Information
Does volume in excess of the design volume bypass the
Y
(Y or N)
OK
bioretention cell?
Does volume in excess of the design volume flow evenly distributed
Y
(Y or N)
OK
through a vegetated filter?
What is the length of the vegetated filter?
30 ft
Does the design use a level spreader to evenly distribute flow?
Y
(Y or N)
Submit a level spreader supplement.
Is the BMP located at least 30 feet from surface waters (50 feet if
Y
(Y or N)
OK
SA waters)?
Is the BMP located at least 100 feet from water supply wells?
Y
(Y or N)
OK
Are the vegetated side slopes equal to or less than 3:1?
Y
(Y or N)
OK
Is the BMP located in a recorded drainage easement with a
N
(Y or N)
Insufficient ROW location.
recorded access easement to a public Right of Way (ROW)?
Inlet velocity (from treatment system)
1 fUsec
OK
Is the area surrounding the cell likely to undergo development in
N
(Y or N)
OK
the future?
Are the slopes draining to the bioretention cell greater than 20%? N (Y or N) OK
Is the drainage area permanently stabilized? Y (Y or N) OK
Pretreatment Used
(Indicate Type Used with an "X" in the shaded cell)
Gravel and grass
(8inches gravel followed by 3-5 ft of grass) OK
Grassed Swale X
Forebay
Form SW401-Bioretention-Rev.2 Parts I and 11. Design Summary, Page 2 of 2

Permit No:
(to be assigned by DKIQ)
tIi REQWRE ITEINSb iIEULIST
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An Incomplete submittal package will
result In a request for additional Information. This will delay Mal review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Pagel PI�V
I , Shee�.l?o
t. Plans (1' - 50' or larger) of the entire site showing:
/j Design at ultimate build -out,
G Off -site drainage (if applicable),
Delineated drainage basins (include Rational C coefficient per basin),
Cell dimensions,
Pretreatment system,
High flow bypass system,
Maintenance access,
Recorded drainage easement and public right of way (ROW),
Clean out pipe locations,
I
Overflow device, and
- Boundaries of drainage easement.
r,-
—L�
2. Plan details (1' = 30' or larger) for the bioretention cell showing:
Cell dimensions
(/
Pretreatment system,
High flow bypass system,
Maintenance access,
Recorded drainage easement and public right of way (ROW),
Design at ultimate build -out,
Off -site drainage (if applicable),
Clean out pipe locations,
�1
Overflow device, and
Boundaries of drainage easement.
3. Section view of the bioretention cell (1" = 20' or larger) showing:
Side slopes, 3:1 or lower
Underdrain system (if applicable), and
Bioretention cell layers (ground level and slope, pre-treatment, ponding depth, mulch depth, fill media
depth, washed sand, filter fabric (or choHng stone if applicable), 957 stone, underdrains (if applicable),
SHWT level(s), and overflow structure]
f�
4. A sails report that is based upon an actual field investigation, soil borings, and infiltration tests. The
results of the soils report must be verified in the field by DWQ, by completing & submitting the soils
investigation request form. County soil maps are not an acceptable source at soils information. All
elevations shall be in feet mean sea level (imsl). Results of soils tests of both the planting soil and the in
situ soil must include:
Soil permeability,
Soil composition (% sand, % fines, % organic), and
P-indPedplamfing
5. A deta plan (1' = 20' or larger) prepared by a qualified individual showing:
A variety of suitable species,
-Sizes, spacing and locations of plantings,
Total quantity of each type of plant specified,
A planting detail,
The source nursery for the plants, and
Fertili Wncet
atering requirements to establish vegetation.
Aes e installed system will meet design specifications upon initial operation once the
project is complete and the entire drainage area is stabilized.
A construction sequence that shows how the bioretention cell will be protected from sediment until the
entire drainage area is stabilized.
The supporting calculations (including underdrain calculations, if applicable).
f9. A copy of the signed and notarized inspection and maintenance (I&M) agreement.
10. A copy of the deed restriction.
Form SVV401-131oretenflon-Rev.2 IPart III, Page 1 of 1

Permit Number:
(to be provided by DWQ)
Drainage Area Number: 4
Bioretention Inspection and Maintenance Agreement
FEB 13 Mill keep a maintenance record on this BMP. This maintenance record will be kept in a
log, in a known set location. Any deficient BMP elements noted in the inspection will be
lJYIQ- a RQ'ted, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
Important inspection and maintenance procedures:
- Immediately after the bioretention cell is established, the plants will be watered
twice weekly if needed until the plants become established (commonly six
weeks).
- Snow, mulch or any other material will NEVER be piled on the surface of the
bioretention cell.
- Heavy equipment will NEVER be driven over the bioretention cell.
- Special care will be taken to prevent sediment from entering the bioretention cell.
- Once a year, a soil test of the soil media will be conducted.
After the bioretention cell is established, I will inspect it once a month and within 24
hours after every storm event greater than 1.0 inches (or 1.5 inches if in a Coastal
County). Records of inspection and maintenance will be kept in a known set location
and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblems:
How 1 wiIl remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the
Areas of bare soil and/or
Regrade the soil if necessary to
bioretention cell
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
The inlet device: pipe,
The pipe is clogged (if
Unclog the pipe. Dispose of the
stone verge or swale
applicable).
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged (if
applicable).
Erosion is occurring in the
Regrade the swale if necessary to
swale (if applicable).
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
Stone verge is clogged or
Remove sediment and clogged
covered in sediment (if
stone and replace with clean stone.
applicable).
Form SW40 I -Bioretention I&M-Rev,2 Page I of 4

BMP element:
The pretreatment area
The bioretention cell:
vegetation
The bioretention cell:
soils and mulch
Potential rroblems:
Flow is bypassing
pretreatment area and/or
gullies have formed.
Sediment has accumulated to
a depth greater than three
inches.
Erosion has occurred
Weeds are present.
Best professional practices
show that pruning is needed
to maintain optimal plant
health.
Plants are dead, diseased or
dying.
Tree stakes/wires are present
six months after planting.
Mulch is breaking down or
has floated away.
Soils and/or mulch are
clogged with sediment.
An annual soil test shows that
pH has dropped or heavy
metals have accumulated in
the soil media.
How I will remediate the problem:_
Regrade if necessary to route all
flow to the pretreatment area.
Restabilize the area after rradun.
Search for the source of the
sediment and remedy the problem if
possible. Remove the sediment and
restabilize the pretreatment area.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Remove the weeds, preferably by
hand.
Prune according to best professional
practices.
Determine the source of the
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary. _
Remove tree stake/wires (which
can kill the tree if not removed).
Spot mulch if there are only random
void areas. Replace whole mulch
layer if necessary. Remove the
remaining much and replace with
triple shredded hard wood mulch at
a maximum depth of three inches.
Determine the extent of the clogging
- remove and replace either just the
top layers or the entire media as
needed. Dispose of the spoil in an
appropriate off -site location. Use
triple shredded hard wood mulch at
a maximum depth of three inches.
Search for the source of the
sediment and remedy the problem if
possible.
Dolomitic lime shall be applied as
recommended per the soil test and
toxic soils shall be rernoved,
disposed of properly and replaced
with new planting media.
Farm SW401-Biore►cntion I&M-Rev2 Pugc 2 of 4

BMP element:
Potentialproblems:
How I will remediate the roblem:
The underdrain system
Clogging has occurred.
Wash out the underdrain system.
(if applicable)
The drop inlet
Clogging has occurred.
Clean out the drop inlet. Dispose of
the sediment off -site.
The droe inlet is damaged
Repair or re lace the drop inlet.
The receiving water
Erosion or other signs of
Contact the NC Division of Water
damage have occurred at the
Quality 401 Oversight Unit at 919-
outlet.
733-1786.
Form SW40 I -Bioretentioii I&M-Rev.2 Page 3 of 4

Permit Number:
(to be provided by UWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the 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.
Project name: Grace and. Truth Community Church
BMP dreiinage area member:
Print name: Johnie D. HarveV, III
Title:. c;cr�crL }31c� - l nmmL
Address-. 1300 Walker Avenue Elizabeth City, NC 27909
Phoni
Signa
Date:
Note: The legally responsible party should not be a homeowners association unless more than So% of
the lots have been sold and a resident ol'the subdivision has been named the president.
I, Lrnlinc t OCILn _ , a Notary Public for the State of
t�or CgrnItna , County of [�MdMri ,.do hereby certify that
personally appeared before me this
day of Fehr► nn,l ZOOS , and acknowledge the due execution of the
forgoing bioretention maintenance requirements. Witness my hand and official seal,
d�
a
. R f
sdd 6.�y ry'
Po���Of j 5 4 7 SZ •y .L
ag' U':OOE �
SEAL
My commission expires Auq a IA 2-pit
Fornn SW401-13ioretention ]&M-Rev. 2 Page 4 of 4

F WAr�c
�� 9p
Michael r. Easley, Governor
�Q
William G. Ross Jr., Secretary
North Carolina Department Environment Natural Resources
j?
-=�
of and
Alan W. Klimek, P.E. Director
Division of Water Quality
February 26, 2008
Mr. Johnie D. Harvey, Iil, Chairperson of Building Committee
Grace and Truth Community Church
1300 Walker Avenue
Elizabeth City, NC 27909
Subject: Stormwater Review SW7080213
Grace and Truth Community Church
Pasquotaak County
Dear Mr. Harvey:
This office received a Coastal Stormwater permit application and plans for the subject project on February
13, 2008, A preliminary review of the project indicates that before a State Stormwater permit can be issued the
following additional information is needed.
A site visit was conducted on February 26, 2008 to verify soil and water table conditions. Borings were,
conducted at each of the Stormwater treatment systems. As reported in the submitted soils report, theso
borings concluded that there were inappropriate soils in each of the basins. The pockets of sandy/silty
clays are inadequate planting media for bioretention cells. A possible solution would be to replace the in -
situ material in those areas with more suitable fill that does not contain clay. The excavation of the
inappropriate soils should extend downward to appropriate soils. The appropriate soils and planting medial
for bioretention areas are loams, sandy loams, or loamy sands. A field note on the plans would help
address this issue further for construction phases with planned site visits by the consultant(s) (professional
hydrogeologist, prof. soil scientist, or PE) during these phases. The consultant should field verify thu
elevations and soil conditions of the fill/planting media prior to sodding the bioretention areas. These visits
need to be logged and submitted with the final PE certification after construction, as required in high
density stormwater permits. Please add explicit construction notes and sequencing on the Grading-
Stormwater plan sheets if this is proposed and submit 2 sealed copies of the revised plan sheets.
2. Please provide either a wetland delineation or if there are no wetlands, a note on the plans stating there are
none.
3. Please provide a cross sectional detail of the overflow structures with dimensions, elevations, rip -rap,
liners, etc.. Please note that the storage elevations should not be located at the top of any rip -rap elevation
but at the bottom or lower,
The above requested information must be received in this office prior to March 5, 2008 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 2H.1000 and North Carolina
General Statute 143-215.1 and may result in civil penalties of up to $10,000 per day.
ne
No{thCarolino
,1 atrrra!!y
North Carolina Division of Water Quality Washington Regional Office Phone [phone] FAX [phone] Customer Service
Internet: h2o.enr.state.nc.us 943 Washington Souare Mall. Washingtnn. NC 27R89 1-877-623-6749

Please reference the Stormwater Project Number above on all correspondence. if you have questions, please
feel free to contact me at [phone].
Sincerely,
Scott Vinson
Environmental Engineer
Washington Regional Office
cc: Sam Jarvis, PE
Caroline Copeland, AR Chesson
,Xashington Regional Office

Walker Avenue, Elizabeth City, NC - Google Maps htip:Hmaps.google.com/maps?f--q&hl=en&geoco-de=&q=Walkcr+A%,
Address Walker Ave Get Google Maps an your phone
GOO. Elizabeth City, NC 27909 rexttheword"GMaps"to466453
MVap
... - f :air:•°�'d��a � ? l , X�CF� � ���
jji 7a 5t c3 0r �i3a�tar SL �L
l� r
1 J
7 '7cgr_-V1 Chi. rl�r 5t_t J'� J IN Church St � to
����� t•
i
7Y /
• Kam/ /��j(�f//�J��f�V/�•
I or 1 2/26/2008 9:48 AM

North Carolina Department of Environment and
AF-r*'A'Natural Resources
—
NCDEPlR Request for Express Permit Review
For DENR Use ONLY
Reviewer.
Submit:
Time',
Confirm: LA3
FILL-IN all the information below and CHECK the Permit(s) you are requesting for express review. FAX or Email the completed form to Express
Coordinator along with a completed DETAILED narrative, site plan (PDF file) and vicinity map (same items expected in the application package
of the project location. Please include this form in the application package.
• Asheville Region -Alison Davidson828-296-4698;alison.davidson(a).ncmaiLnet
• Fayetteville or Raleigh Region -David Lee 919-791-4203; david.lee(CDncmail.net
• Mooresville & -Patrick Grogan 704-663-3772 or patrick._qro.Qan(@,ncmaiI.ne
EXPRESS
• Washington Region -Lyn Hardison 252-946-9215 or I n.hardison ncmail.net
• Wilmington Region -Janet Russell 910-350-2004 or janet.russel!@ncmail.net
FEB 13 2008
NOTE: Project application received after 12 noon will be stamped in the following work day.
NC DOMA
Project Name: GRACE AND TRUTH COMMUNITY CHURCH County: PASQUOTANK
Applicant: GRACE AND TRUTH COMMUNITY CHURCH Company:
Address: 1300 WALKER AVENUE City: ELIZABETH CITY, State: NC Zip: 27909
Phone:[phone] Fax:[phone] Email: NIA
Project Drains into water classified C SW (for classification see - httpalh2o.enr.stat_e_.nc.us/bimslreportslreportsWB.htmi)
Project Located in PASQUOTANK River Basin. Is project draining to class ORW waters? N , within'/2 mile and draining to class SA waters
N, or within 1 mile and draining to class HOW waters? N
Engineer/Consultant: SAM JARVIS Company: JARVIS CONSULTANTS
Address: 223 N. RESPESS STREET City: WASHINGTON, State: NC Zip: 27889
Phone: [phone] Fax::[phone] Email: sam jarvispaRembargmail.com
(Check all that apply)
❑ Scoping Meeting ONLY ❑ DWQ, ❑ DCM, ❑ DLR, []OTHER:
❑ Stream Origin Determination: # of stream calls — Please attach TOPO map marking the areas in questions
❑ State Stormwater ❑ General ❑ SFR, ❑Bkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility
❑ Low Density ❑ Low Density -Curb & Gutter — # Curb Outlet Swales ❑ Off -site [SW (Provide permit #)]
❑ High Density -Detention Pond _ # Treatment Systems ❑ High Density -Infiltration — #Treatment Systems
® High Density -Bio-Retention 3 # Treatment Systems ❑ High Density—Stormwater Wetlands — # Treatment Systems
❑ High Density -Other _ # Treatment Systems ❑ MODIFICATION SW (Provide permit #)
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
❑ Land Quality ❑ Erosion and Sedimentation Control Plan with acres to be disturbed .(CK # (for DENR use))
WETLANDS QUESTIONS MUST BEADDRESSED BELOW
❑ Wetlands (401): Check all that apply
Wetlands on Site ❑ Yes ® No
Wetlands Delineation has been completed: ❑ Yes ❑ No
US ACOE Approval of Delineation completed: ❑ Yes ❑ No
404 Application in Process wl US ACOE: ❑ Yes ❑ No
Permit Received from US ACOE ❑ Yes ❑ No
Fee Split for multiple permits: (Check# ?tr
Isolated wetland on Property ❑ Yes ® No
Buffer Impacts: ❑ No ❑ YES: acre(s)
Minor Variance: ❑ No ❑ YES
Major General Variance ❑ No ❑ YES
401 Application required: ❑Yes ❑ No If YES, ❑ Regular
Perenniai, Blue line stream, etc on site ❑ yes ❑ No
For DENR use only
Total Fee Amount $ 24C�-10
SUBMITTAL DATES
Fee
SUBMITTAL DATES
Fee
CAMA
$
Variance ❑ Ma'; ❑ Min
$
SW D, ❑ LD, ❑ Gen
- - 1
$ 4o r_ c .�
401:
1
$
LQS
$
Stream Deter,_
$
PlIf n1:g1D cvoQGcc 1..­­ Irmo

A R CHESSON CONSTRUCTION CO. INC.
P O Box 1147
Williamston, NC 27892
Ph. 252-792-4486
PAY
TO THE C
ORDER OF
I FOR
BBU
DRANCH SANKING AND TRUST COMPANY
7drW6AAWK ART BBT com
150806
88-112/531
I � 9:thNCH 9MS
DATE C-'~/(J1
s4rWCO
DOLLARS

PRESS
FEB 13 2008
NC ®ERR

A.R.CHESSON
CONSTRUCTION CO., INC.
315 West Main Street
1774 Ocean Highway
105A Byron Court
3200 Maritime Woods Park Drive
3737F 1lolland Boulevard
Post Officc Box 1147
Post Office Box 46
Elizabeth City, NC 27909
Mantco, NC 27954
Chesapeake, VA 23323
Williamston, NC 27892
Edenton, NC 27932
PHONE [phone]
PHONE [phone]
PHONE [phone]
P110NF. [phone]
PHONE [phone]
FAX [phone]
FAX [phone]
FAX [phone]
FAX [phone]
FAX [phone]
To: NCDENR — Division of Water Quality
Date: 0 1 -06-08
RE: Grace and Truth Communit Church
WE ARE SENDING YOU Attached Under separate cover via
the following items:
Shop drawings Prints X Plans
Copy of letter Change order
Samples Milic'fnu
COPIES
DESCRIPTION
3
Revised Plans for Grace & Truth Community Church
2
StormwaterManagement Permit Application form (I Original & I Copy)
2
Bioretention Cell SLI221MCIIIS for Each Drainage Arca
2
Bioretention Maintenance Agreement for Each Drainage Arca
2
Stormwater Calculations
2
Narrative
2
Soil Report Prepared by MSA. PC
I
Chcck
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 continent
FOR BIDS DUE
REMARKS:
Resubmit copies for approval
Submit copies for distribution
Return corrected prints
PRINTS RETURNED AFTER LOAN TO US