SW7971212_CURRENT PERMIT_20220216

ROY COOPER Gv U
Governor
ELIZABETH S.BISER
Secretory ,{ y,
BRIAN WRENN NORTH CAROLINA
Director Environmental Quality
February 16, 2022
Town Center, LLC
Attention: C.A. Rawls, III, Manager
P.O. Box 8699
Greenville, NC 27835
Subject: Stormwater Permit Renewal
Stormwater Management Permit SW7971212
Town Center Shopping Center
Beaufort County
Dear Mr. Rawls:
A Division of Energy, Mineral, and Land Resources file review has determined that
Stormwater Permit SW7971212 for a stormwater treatment system consisting of a wet
detention pond serving the Town Center Shopping Center located in Chocowinity, NC
expires on March 31, 2022. This is a reminder that permit renewal applications were
due 180 days prior to expiration. We do not have a record of receiving a renewal
application.
Please submit a completed permit renewal application along with a $505.00 fee for
permit renewal within 30 days. Permit application forms for renewal can be found on our
website at: https://deg nc gov/about/divisions/energy-mineral-and-land-
resources/stormwater/stormwater-prog ram/post-construction-prop ram/perm it-transfers-
renewals. North Carolina General Statutes and the Coastal Stormwater rules require
that this property be covered under a stormwater permit. Failure to maintain a
stormwater permit for this project could result in the assessment of civil penalties.
If you have questions, please feel free to contact me at [phone]. 1 will be glad to
discuss this by phone or meet with you. If you would like, I can e-mail you a copy of the
application forms. You can request a copy by e-mailing me roger.thorpe(a..ncdenr.gov.
Sinc
erely,
ger K. Thorpe e �
Environmental Engineer
North Carolina Departm m
intent of Environmental Quality I Division of Energy,Mineral and Land Reso 'ces
D_E Washington Regional Office 1943 Washington Square Mail I Washington,North Carolina 27889
/`'1 2$2.946.6481

;;\,N ArFG Michael F.Easley�0.
CO William G.Ross Jr.,Secretary
,Governor
=1 North Carolina Department of Environment and Natural Resources
p Alan W.Klimek,P.E.Director
Division of Water Quality
March 31,2008
Town Center,LLC
Attn.: Mr. CA Rawls,lll
P.O. BOX 220
Washington, NC 27889
Subject: Permit No. SW7971212 Renewal
Town Center Shopping Center
High Density Stormwater Project
Beaufort County
Dear Mr. Rawls:
The Washington Regional Office received a completed Stormwater Renewal Application for the subject
project on January 3, 2008. Staff review of the files and an on site inspection has determined that the project will
comply with the Stormwater Regulations set forth in Title 15A NCAC 2H.1000. We are forwarding Permit No.
SW7971212 dated March 31, 2008 to Rawls &Associates for a wet detention pond located at intersection of Hwy 17
and Patrick Lane, NC 27889. 3'3 1 + 12--e2—
This permit shall be effective from the date of issuance until March 31, 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. The issuance of this permit does not resolve any
previous violations of the stormwater rules for construction without a permit.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing upon written request within thirty (30) days following receipt of this permit. This
request must be in the form of a written petition, conforming to Chapter 150B of the North Carolina General Statutes,
and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC 27699-6714. Unless such
demands are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please contact Ernest Odei-
Larbi or me at(252)946-6481.
Ainrely,
�- L
Al Hodge, Regional Supervisor
Surface Water Protection Section
Washington Regional Office
cc: Washington Regional Office
Central Files
North Carolina Division of Water Quality Internet: w vw.ncwaterqualitv.ore One
943 Washington Square Mall Phone[phone] NorthCarohna
Washington,NC 27889 Fax [phone] Natullail/
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State Stormwater Management Systems
Permit No. SW7971212
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
Town Center, LLC
Beaufort County
FOR THE
continued, operation and maintenance of stormwater management systems in compliance with the provisions of 15A
NCAC 2H.1000 (hereafter referred to as the "stormwater rules') and the approved stormwater management plans
and specifications and other supporting data as attached and on file with and approved by the Division of Water
Quality and considered a part of this permit for a wet detention pond to serve Town Center Shopping Center located
at intersection of Hwy 17 and Patrick Lane, NC 27889.
This permit shall be effective from the date of issuance until March 31, 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
2 of this permit, the Project Data Sheet.
3. A maximum of 297,079 square feet of built upon area is allowed.
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 approved plans.
5. Approved plans and specifications for this project are incorporated by reference and are enforceable parts of
the permit.
6. No homeowner/lot owner/developer shall be allowed to fill in, alter, or pipe any vegetative practices (such as
swales) shown on the approved plans as part of the stormwater management system without submitting a
revision to the permit and receiving approval from the Division,
2

State Stormwater Management Systems
Permit No. SW7971212
DIVISION OF WATER QUALITY
PROJECT DATA
Project Name: Town Center Shopping Center
Permit Number: SW7971212
Location: Beaufort County
Applicant: Town Center, LLC
Mailing Address: P.O. BOX 220
Washington, INC 27889
Application Date: 1/3/2008
Receiving Stream: Crawford Creek
Classification of Water Body: C
Total Site Area: 7.53 ac
Drainage area: 7.53 ac
Total Impervious allowed: 6,82 ac
Wet Pond Depth: 5.5 ft
Required Storage Volume: 22,796 cf(based on 1 inch)
Provided Storage Volume: 27,267 cf
Required Surface Area: 14,104 sf
Provided Surface Area: 14,900 sf
Controlling Orifice: 3 inch orifice
3

State Stormwater Management Systems
Permit No. SW7971212
7. The following items will require a modification to the permit:
a. Any revision to the approved plans, regardless of size
b. Project name change
C. Transfer of ownership
d. Redesign or addition to the approved amount of built-upon area
e. Further subdivision of the project area.
In addition, the Director may determine that other revisions to the project should require a modification to the
permit.
8. The Director may notify the permittee when the permitted site does not meet one or more of the minimum
requirements of the permit. Within the time frame specified in the notice, the permittee shall submit a written
time schedule to the Director for modifying the site to meet minimum requirements. The permittee shall
provide copies of revised plans and certification in writing to the Director that the changes have been made.
II. SCHEDULE OF COMPLIANCE
1. The permittee will comply with the following schedule for construction and maintenance of the stormwater
management system.
a. The stormwater management system shall be constructed in its entirety, vegetated and operational
for its intended use prior to the construction of any built-upon surfaces except roads.
b. During construction, erosion shall be kept to a minimum and any eroded areas of the system will be
repaired immediately.
2. The facilities must be properly maintained and operated at all times. The approved Operation and
Maintenance Plan must be followed in its entirety and maintenance must occur at the scheduled intervals.
3. The permittee shall at all times provide the operation and maintenance necessary to assure the permitted
stormwater system functions at optimum efficiency including, but not limited to:
a. Semiannual scheduled inspections (every 6 months)
b. Sediment removal
C. Mowing and revegetation of side slopes
d. Immediate repair of eroded areas
e. Maintenance of side slopes in accordance with approved plans and specifications
f. Debris removal and unclogging of outlet structure, orifice device and catch basins and piping.
4. Records of maintenance activities must be kept and made available upon request to authorized personnel of
DWQ. The records will indicate the date, activity, name of person performing the work and what actions were
taken.
5. This permit shall become voidable unless the facilities are constructed in accordance with the conditions of
this permit, the approved plans and specifications, and other supporting data.
6. Upon completion of construction and prior to operation of this permitted facility, a certification must be
received from an appropriate designer for the system installed certifying that the permitted facility has been
installed in accordance with this permit, the approved plans and specifications, and other supporting
documentation. Mail the Certification to the Washington Regional Office, 943 Washington Square Mall,
Washington, North Carolina, 27889, attention Division of Water Quality.
T A copy of the approved plans and specifications shall be maintained on file by the Permittee for the life of the
project.
4

State Stormwater Management Systems
Permit No. SW7971212
III. GENERAL CONDITIONS
1. This permit is not transferable. In the event there is a desire for the facilities to change ownership, or there is
a name change of the Permittee, a formal permit request must be submitted to the Division of Water Quality
accompanied by an application fee, documentation from the parties involved, and other supporting materials
as may be appropriate. The approval of this request will be considered on its merits and may or may not be
approved.
2. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee to
enforcement action by the Division of Water Quality, in accordance with North Carolina General Statute 143-
215.6(a)to 143-215.6(c).
3. The issuance of this permit does not preclude the Permittee from complying with any and all statutes, rules,
regulations, or ordinances which may be imposed by other government agencies (local, state, and federal)
which have jurisdiction.
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 permit may be modified, revoked and reissued or terminated for cause. The filing of a request for a
permit modification, revocation and reissuance or termination does not stay any permit condition.
6. The Permittee, at least six(6) months prior to the expiration of this permit, shall submit in writing a request for
an extension along with appropriate application fee.
Permit issued this the 31st day of March 2008.
NCA OLINAAENVIRONMENTAL MANAGEMENT COMMISSION
L
for Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW7971212
5

o�OF warFgQG Michael F.Easley,Governor
Y William G.Ross Jr.,Secretary
Ituo r North Carolina Department of Environment and Natural Resources
J
O Y Coleen H.Sullins Director
Division of Water Quality
SURFACE WATER PROTECTION SECTION
COASTAL STORMWATER PERMIT NAME/OWNERSHIP CHANGE FORM
I. CURRENT PERMIT INFORMATION:
1. Stormwater Management Permit Number:
2. Permit Holder's name:_'b0d U 0)1 Ch OC OW LD I bj
3. Signing official's name: WIIIIQM MCYl CCU Title: Sb(e rr)6VVA f
person legplly responsible for pe t)
4. Mailing address: (City:
C)hoCoWiiq
State: NC ZipCode: Phone:G1'4.0a l FAX: qA&- IlI4 3
(Area Code and Number) (Area Code and Number)
II. NEW OWNER / PROJECT / ADDRESS INFORMATION
1. This request is for: (please check all that apply)
a. Change in ownership of the property/company (Please complete Items #2,
#3, and #4 below)
X b. Name change of project (Please complete Item #5 below)
C. Mailing address change. (Please complete Item #4 below)
d. Other (please explain):
2. New owner's name to be put on permit: TUW n (-n ( C( 1 ILL C-
3. New owner's signing official's name and title: C?k PnV\)I S I
Member mann'-.1 e r
(Title)
4. New Mailing Address: PD RO)� as U city: hash It'1cAZ rI,
State: N�CZipCode:� Phone: FAX: aSaO4(a4C143
(Area Code and Number) (Area Code and Number)
5. New Project Name to be placed on permit:'-Town Ce(l yr snopplr i Ceoirr
Page 1 of 2
North Carolina Division of Water Quality Internet: www.ncwatcrqualitv.org One t, 1
943 Washington Square Mall Phone[phone] NOr'thCarofina
Washington,NC 27889 Fax [phone] Naturally
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PERMIT NAME/OWNERSHIP CHANGE FORM
THIS APPLICATION PACKAGE WILL NOT BE ACCEPTED BY THE DIVISION OF WATER
QUALITY UNLESS ALL OF THE APPLICABLE ITEMS LISTED BELOW ARE INCLUDED
WITH THE SUBMITTAL.
REQUIRED ITEMS:
1. This completed form.
2. Legal documentation of the transfer of ownership.
3. A copy of the recorded deed restrictions, if required by the permit.
4. The designer's certification, if required by the permit.
5. A signed Operation and Maintenance plan, if a system that requires maintenance will
change ownership.
6. Maintenance records.
CERTIFICATION MUST BE COMPLETED AND SIGNED BY BOTH THE CURRENT PERMIT
HOLDER AND THE NEW APPLICANT IN THE CASE OF A CHANGE OF OWNERSHIP.
FOR NAME CHANGES, COMPLETE AND SIGN ONLY THE CURRENT PERMITTEE'S
CERTIFICATION.
Current Permittee's Certification:
I, W\� Lp�, 1 \ (_(a attest that this application for a name/ownership
change has been reviewed and is accurate and complete to the best of my knowledge. I
understand that if all required parts of this application are not completed and that if all required
supporting information and attachments are not included, this application package will be
returned as incomplete.
Signature: Date:
New Applicant's Certification: (Must be completed for all transfers of ownership)
I, , attest that this application for an ownership
change has been reviewed and is accurate and complete to the best of my knowledge. I
understand that if all required parts of this application are not completed and that if all required
supporting information and attachments are not included, this application package will be
returned as incomplete. )
Signature: . .1ze,1Z Date:
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING
INFORMATION AND MATERIALS, SHOULD BE SENT TO THE FOLLOWING ADDRESS:
North Carolina Department of Environment and Natural Resources
Division of Water Quality, SWP
943 Washinton Square Mall
Washington, NC 27889
Page 2 of 2

WAIF19 RECEIVED
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
>_ y JAN 3 0 2008 North Carolina Department of Environment and Natural Resources
o Alan W. Klimek, P.E. Director
f Q-WARD Division of Water Quality
hdYV SURFACE WATER PROTECTION SECTION
COASTAL STORMWATER PERMIT RENEWAL APPLICATION FORM
PERMIT INFORMATION: SW
,
1. Stormwater Management Permit Number: .7 N IT
2. Permit Holder's name: Row �s �, Assco cIie_S
3. Property Owners Name:
(if different from permit holder) t� ,�,
4. Signing official's name:�c { �l S . In1�S Title: fffir Ie-t-
(person legally responsible for_permitl
5. Mailing address: :PO C)(QaO City: V1
6. State: HC Zip Code: a eg Phone: ac) " q 4-(,r, -goo 19
1 (Are Code apd_IN bar)
7. Project Name: DW n e \ie,(.( I,�1�-l'Cj` / I I1 1 �f
8. Location of Project: (street
,address)_` I lq► W ' 4 � Rh- ,ck La-ne t
ocuV jh j f� I N L 9. Directions to Project (from nearest major intersection) Localyd a4 +'le Infer fc-b n
10. Specify the type of stormwater treatment (wet pond,infiltration,etc.): V\ + Pond
1 1 . List any changes(from project that was originally approved,attach additional pages if needed) , `O()e,
Applicant's Certification:
I, (print) Je r� certify that the information included on this
permit renew application I to the best of my knowledge, correct and complete.
Signature: « �� Date: ) (
Submit thi ompleted form along with an application fee of $420.00, a new signed Operation
and Maintenance Agreement and a copy of the designer's certification to the address listed
below.
North Carolina Division of Water Quality 943 Washington Square Mall Phone[phone] Customer Service 1-877-623-6748
Washington Regional Office Washington,NC 27889 FAX [phone] Internet: www.ncwaterguality.org ne
NorthCarolina
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IM�u
uv KL2Ljt/J PAGE 02
5
Foodlion Shopping Center aOFFFICE
Chocowinity, NC
Beaufort CountyJAN Stormwater Permit No. SW797121LWASHINGTON RD
Designer's Certification
I, H. C. Harris, Jr.
as a duly
registered Professional Engineer in the state of North Carolina,
having been authorized to observe (periodically/weekly/full time)
the construction of the project, Town Center in Chocowinity
--� (Project)
for Rawls & Associates, P.A. (Project Owner)
hereby state that to the best of my abilities, due care and
diligence was used in the observation of the project construction
such that the construction was observed to be built within
substantial compliance and intent of the approved plans and
specifications.
Signature 1-
Registration Number
Date —12131 /9 8
0 o peeve � ee
SEAL
20158 E
RR1S+��.r
8
DEC-31-1998 11:04 9199464943
95% P.02
k

�OF `NATF90 Michael F.Easley,Governor
�0 William G.Ross Jr.,Secretary
C r North Carolina Department of Environment and Natural Resources
Coleen H.Sullins,Director
Division of Water Quality
June 12, 2007
Rawls &Associates
Attn: Mr. Jerry S. Rawls
Post Office Box 220
Washington, NC 27889
Subject:: Stormwater Permit No. SW7971212
Foodlion- Chocowinity
Beaufort County
Dear Mr. Rawls:
The Division of Water Quality issued a Coastal Stormwater Management Permit, Number SW7971212
for Foodlion - Chocowinity on August 10, 1998. This permit expires on August 10, 2008. Section
.1003(h) of 15 A NCAC 21-1 .1000 (the stormwater rules) requires that applications for permit renewals
shall be submitted 180 days prior to the expiration of a permit and must be accompanied by a
processing fee, which is currently set at $420.00. If this is still an active project please complete and
submit the enclosed renewal application in a timely manner. If this project has not been constructed
and a permit is no longer needed, please submit a request to have the permit rescinded. If you have
sold the project, or are no longer the permittee, please provide the name, mailing address and phone
number of the person or entity that is now responsible for this permit. Enclosed is a form for change of
ownership, which should be completed and submitted if the property has changed hands.
Your permit requires that upon completion of construction and prior to operation of the permitted
treatment units a certification of completion be submitted to the Division from an appropriate designer
for the system installed. This is to certify that the permitted facility has been installed in accordance with
the permit, the approved plans, specifications and supporting documentation. Please include a copy of
the certification with your permit renewal request and processing fee. Enclosed is a copy of a sample
certification. Also enclosed is a new Operation and Maintenance agreement that should be completed
and submitted along with your renewal application.
You should be aware that failure to provide the Designer's Certification and the operation of a
stormwater treatment facility without a valid permit, are violations of NC General Statute 143-215.1 and
may result in appropriate enforcement action including the assessment of civil penalties of up to
$10,000 per day.
If you have any questions, please feel free to contact us at 252-94M481.
JLmcerelodge, glonal Supervisor
Surface Water Protection Section
Washington Regional Office
Enclosures
cc: Jarvis Associates
Washington Regional Office
North Carolina Division of Water Quality Internet: w ncwateroualitv.ore One
943 Washington Square Marl Phone[phone] NorthCarolina
Washington,NC 27889 Fax [phone] KfNKllb,
An Equal Opportunity/Affirmative Action Employer—50%Recyded/10%Post Consumer Paper

kked
State of North Carolina
Department of Environment
and Natural Resources •�
Division of Water Quality
r
James B. Hunt, Jr., Governor NCDENR
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director NORTH CP OLINA DEPARTMENT OF
ENVIRONMENT ANO NATURAL RESOURCES
DIVISION OF WATER QUALITY
August 10, 1998
Rawls & Associates
Attn: Mr. Jeryl Rawls
Hwy 264 West
Washington, NC 27889
Subject: Stormwater Permit No. SW7971212
Foodlion - Chocowinity
High Density Stormwater Project
Beaufort County
Dear Mr. Rawls:
The Washington Regional Office received the completed
Stormwater Application for the subject project on August 3 , 1998 .
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. SW7971212 dated August 10, 1998 to Rawls & Associates.
This permit shall be effective from the date of issuance until
August 10, 2008 and shall be subject to the conditions and
limitations as specified therein. Please pay special attention to
the Operation and Maintenance requirements in this permit. Failure
to establish an adequate system for operation and maintenance of
the stormwater management system will result in future compliance
problems.
If any parts, requirements, or limitations contained in this
permit are unacceptable, you have the right to request an
adjudicatory hearing upon written request within thirty ( 30) days
following receipt of this permit. This request must be in the form
of a written petition, conforming to Chapter 150B of the North
Carolina General Statutes, and filed with the Office of
Administrative Hearings, P.O. Drawer 27447 , Raleigh, NC 27611-7447.
Unless such demands are made this permit shall be final and
binding.
943 Washington Square Mall,Washington, North Carolina 27889 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer

Rawls & Associates
August 10, 1998
Page Two
If you have any questions, or need additional information
concerning this matter, please contact Bill Moore at (919) 946-
6481 , extension 264 .
Sincerely,
�C
rJim Mulligan
Water Quality Regional Supervisor
Washington Regional Office
cc: Jarvis Associates
XB aufort County Inspections
lashington Regional Office
Central Files

State Stormwater Management Systems
Permit No. SW7971212
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
Rawls & Associates
Beaufort County
FOR THE
construction, operation and maintenance of stormwater management
systems in compliance with the provisions of 15A NCAC 2H. 1000
(hereafter referred to as the "stormwater rules" ) and the approved
stormwater management plans and specifications and other supporting
data as attached and on file with and approved by the Division of
Water Quality and considered a part of this permit for a wet
detention pond to serve Foodlion Shopping Center including
outparcels A and B located at Chocowinity, NC.
This permit shall be effective from the date of issuance until
August 10, 2008 and shall be subject to the following specified
conditions and limitations:
I. DESIGN STANDARDS
1 . This permit is effective only with respect to the nature and
Volume of stormwater described in the application and other
supporting data.
2 . This stormwater system has been approved for the management of
stormwater runoff as described on page .4 of this permit, the
Project Data Sheet.
3 . Approved plans and specifications for this project are
incorporated by reference and are enforceable parts of the
permit.
3

DIVISION OF WATER QUALITY
PROJECT DATA
Project Name: Foodlion - Chocowinity
Permit Number: SW7971212
Location: Beaufort County
Applicant: Rawls & Associates
Mailing Address: Hwy 264 West
Washington, NC 27889
Application Date: 12/10/97; original
8/03/98 ; complete
Water Body Receiving Stormwater
Runoff: Crawford Creek
Classification of Water Body: C
Total Site Area: 7 . 53 acres
Total Impervious 6 . 82 acres
Surfaces Allowed:
Pond/Basin Depth: 5. 5 feet
Required Surface Area 14 , 104 sf
(SA/DA) :
Provided Surface Area: 14, 900 sf
Required Storage Volume: 22 , 796 cf
Provided Storage Volume: 27, 267 cf
ControllingOrifice '
: 3-inch dia. pipe-
4

4 . No homeowner/lot owner/developer shall be allowed to fill in,
alter, or pipe any vegetative practices (such as swales) shown
on the approved plans as part of the stormwater management
system without submitting a revision to the permit and
receiving approval from the Division.
5 . The following items will require a modification to the permit:
a. Any revision to the approved plans, regardless of size
b. Project name change
C. Transfer of ownership
d. Redesign or addition to the approved amount of built-upon
area
e . Further subdivision of the project area.
In addition, the Director may determine that other revisions
to the project should require a modification to the permit.
6 . The Director may notify the permittee when the permitted site
does not meet one or more of the minimum requirements of the
permit. Within the time frame specified in the notice, the
permittee shall submit a written time schedule to the Director
for modifying the site to meet minimum requirements . The
permittee shall provide copies of revised plans and
certification in writing to the Director that the changes have
been made.
II. SCHEDULE OF COMPLIANCE
1 . The permittee will comply with the following schedule for
construction and maintenance of the stormwater management
system.
a. The stormwater management system shall be constructed in
its entirety, vegetated and operational for its intended
use prior to the construction of any built-upon surfaces
except roads.
b. During construction, erosion shall be kept to a minimum
and any eroded areas of the system will be repaired
immediately.
2 . The facilities must be properly maintained and operated at all
times. The approved Operation and Maintenance Plan must be
followed in its entirety and maintenance must occur at the
scheduled intervals.
3 . The permittee shall at all times provide the operation and
maintenance necessary to assure the permitted stormwater
system functions at optimum efficiency including, but not
limited to-
5

a . Semiannual scheduled inspections (every 6 months)
b. Sediment removal
C . Mowing and revegetation of side slopes
d. Immediate repair of eroded areas
e. Maintenance of side slopes in accordance with approved
plans and specifications
f. Debris removal and unclogging of outlet structure,
orifice device and catch basins and piping.
4 . Records of maintenance activities must be kept and made
available upon request to authorized personnel of DWQ. The
records will indicate the date, activity, name of person
performing the work and what actions were taken.
5 . This permit shall become voidable unless the facilities are
constructed in accordance with the conditions of this permit,
the approved plans and specifications, and other supporting
data.
6 . Upon completion of construction and prior to operation of this
permitted facility, a certification must be received from an
appropriate designer for the system installed certifying that
the permitted facility has been installed in accordance with
this permit, the approved plans and specifications, and other
supporting documentation. Mail the Certification to the
Washington Regional Office, 943 Washington 'Square Mall ,
Washington, North Carolina, 27889, attention Division of Water
Quality.
7 . A copy of the approved plans and specifications shall be
maintained on file by the Permittee for a minimum of five
years from the date of the completion of construction.
III. GENERAL CONDITIONS
1 . This permit is not transferable. In the event there is a
desire for the facilities to change ownership, or there is a
name change of the Permittee, a formal permit request must be
submitted to the Division of Water Quality accompanied by an
application fee, documentation from the parties involved, and
other supporting materials as may be appropriate. The
approval of this request will be considered on its merits and
may or may not be approved.
2 . Failure to abide by the conditions and limitations contained
in this permit may subject the Permittee to enforcement action
by the Division of Water Quality, in accordance with North
Carolina General Statute 143-215 . 6(a) to 143-215. 6(c) .
3 . The issuance of this permit does not preclude the Permittee
from complying with any and all statutes, rules, regulations,
or ordinances which may be imposed by other government
agencies (local , state, and federal) which have jurisdiction.
6

4 . In the event that the facilities fail to perform
satisfactorily, including the creation of nuisance conditions,
the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as
the construction of additional or replacement stormwater
management systems.
' 5. 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.
Permit issued this the 10 th day of August, 1998 .
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Y—A. Preston `Howard, Jr. , P.E. , Director
Division of Water Quality
By Authority of the Environmental Management commission
Permit Number SW7971212
7

Foodlion Shopping Center
Chocowinity, NC
Beaufort County
Stormwater Permit No. SW7971212
Designer's Certification
e
I,
as a duly
registered Professional Engineer in the State of North Carolina,
having been authorized to observe (periodically/weekly/full time)
the construction of the project,
(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.
Signature
Registration Number
Date
8

Y F/ 1�O 38S fee
o ��• �.• i2you -97
iee✓. apv. , 5= zg.9B
issv g_�p - 9g�
DIVISION OF ENVIRONMENTAL MANAGEMENT
NORTH CAROLINA STORMWATER MANAGEMENT PERMIT APPLICATION
I. GENERAL INFORMATION:
1. Project Name: Foodlion /a : 4_41n OC
2 Project Location: (County, State Road, Address) Hwy 17 in Chocowinity
3. Owner's Name: Rawls& Associates Phone: [phone]
4. Mailing Address: Hwy 264-West
City Washington State NC zin27889
5. Application Date: September 1 0, 1997 Fee Submitted: $385 . 00 S (Jzbo/9T
7. Nearest Receiving Stream: Crawford Creek Class: SC
8. Project Description: Foodlion with two out parcels
II. PERMIT INFORMATION
1. Permit No. (will be completed by DEM) : :5J797/2-/2,
2. Permit Type: X New Renewal
Modification (existing permit no. )
3. Project Type: Low Density X Detention
Infiltration Other
4. Other State/Federal Permits/Approvals Required:
(Check appropriate blanks)
X Sediment/Erosion Control CANA Major 404 Permit
III. PROJECT BUILT UPON AREA
Drainage Drainage
'Basin Basin Breakdown of Impervious Areas
Classification SC Buildings 1 . 9 Acre
Allowable Impervious 7 . 53 aC Roads 1 64 Ac
Total Project Area 7 - S1 an Parking 3 . 28 AC
Proposed Impervious 6 . 82 ac Other
Impervicus Area 90% Totals 6 . 82

IV. STORMWATER TREATMENT (Describe how runoff will be treated) :
Runoff will flow to detention pond by either grass Swale or across
I!
asphalt or through catch basin
V. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
Deed restrictions and protective covenants are required for all low density projects and
all subdivisions prior to the sale of any lot. Please see Attachment A for specific
requirements.
By your signature below, you certify that the recorded deed restrictions and
protective covenants for this project shall include all the items required by the
permit, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the covenant cannot be changed
or deleted without concurrence from the State, and that they will be recorded
prior to the sale of any lot.
OWNER'S CERTIFICATION
I, Jervl Rawls certify that the
(Please print name clearly)
information included on this permit application form is correct, that the project will
be constructed in conformance with the approved plans, that the deed restrictions will
be recorded with all required permit conditions, and that to the best of my knowledge,
the proposed project complies with the requirements of 15A NCAC 2H.1000.
I authori a the ow . named on or firm t submit stormwater plans on my
behalf. /J y
C �'G+ 1 y yr September 1 0 , 1997
ner/Au horized Agent Si Ina: u and tl Date
AUTHORIZED AGENT
Person or Firm Name: Jarvis Associates,PA
Mailing Address: 130 East Second Street
city Washington State NC zip27889
Phone: [phone]
Please submit application, fee and plans to appropriate Regional Office.
(see attached map)
-2-

POND MAINTENANCE REQUIRF. N=S
i
Project Name: Foodlion
Permittee: Rawls & Associates
Address: Hwy 264 West Washington,NC PhoneNo. 946-5175
I. Monthly, or after every runoff producing rainfall event, whichever comes first:
A. Inspect the trash rack; remove accumulated debris, repair/replace if it is not functioning.
B. Inspect and clear the orifice of any obstructions. If a pump is used as the drawdown
mechanism, pump operation will be checked. A log of test runs of the pump will be kept
on site and made available to DWQ personnel upon request.
C. Inspect the pond side slopes and grassed inlet swales; remove trash, and repair eroded areas
before the next rainfall event. '
D. If the pond is operated with a vegetated filter, the filter will be checked for sediment
accumulation, trash accumulation, erosion and proper operation of the flow spreader
mechanism. Repairs/cleaning will be done as necessary.
E. Quarterly (Four times a year):
A. Inspect the collection system (ie. catch basins, piping, grassed swales) for proper
functioning. Accumulated trash will be cleared from basin grates, basin bottoms, and piping
will be checked for obstructions and cleared as required.
B. Pond inlet pipes will be checked for undercutting. Riprap or other energy dissipation
structures will be replaced, and broken pipes will be repaired.
III. Semi-annually (twice a year):
A. Accumulated sediment from the bottom of the outlet structure will be removed.
B. The forebay depth will be checked at various points. Sediment removal is required when the
depth is reduced to 75% of the original forebay design depth of VW :3.p '
C. Grassed swales, including the vegetated filter if applicable, will be reseeded twice a year as
necessary.

POND MAR=ANCE REQUIREMENTS
PAGE 2
IV. Annually (Once a year):
A. The pond depth will be checked at various points. Sediment removal is required when the
depth is reduced�75% of the original design depth or 3', whichever is greater. Design
depth is 1 51 , measured vertically from the orifice down to the pond's bottom.
Sediment must be removed to at least the original design depth.
V. General:
A. Mowing of the side slopes will be accomplished according to the season. Maximum grass
height will be 6".
B. Cattails are encouraged along the pond perimeter, however they will be removed when they
cover more than 1/2 the surface area of the pond. The best time to cut them is at the end of
the growing season, in November. Environmentally sensitive chemicals for use in killing
cattails can also be used. Contact your nearest Agricultural Extension Azent.
C. The orifice/pump is designed to draw down the pond in 2-5 days. If drawdown is not
accomplished in that time, the orifice will be replaced with a larger or smaller orifice. Slow
drawdown may be attributed to a clogged system. The source of the clogging will be found
and eliminated. `
D. All components of the detention pond system will be kept in good working order. Repair
or replacement components will meet the original design specifications as per the approved
stormwater plan. If previously approved components are determined to be ineffective, the
component must be redesigned and/or replaced.
VI. Special Requirements:
I, Jeryl Rawls hereby acknowledge that I am the financially
(l we print or type name dearh)
responsible party for maintenance of this detention pond. I will be responsible for the performance of the
maintenance as outlined above. as part Af, e Stonnwater Management Permit received for this project.
Signature:, % � � Dare: September 10, 1997
Revised Zr25l97

L Bt7ii,TUPON AREA CALCULAMON(See NCAC M-1008 (c) and(e)for applicable design crireria in cases
where more dtan one pond is proposed,please list each pond's information in separate columns.)
Pond# 1
Classification SC
Existing Built-Upon Area None
Proposed Built-Upon Area 6 . 8 2ac
Total Project Area 7 . 53 ac
Total Drainage Area 7 .53ac
Percent Built-Upon
II. BREAKDOWN OF PROPOSED BUTLT-UPOYAREA -
Buildings 1 . 9
3 lots @ -- sf/lot . 83 . 96 5 . 72
Streets/Parking 4 . 92
Sidewalks
Future Development
Other.
III. POND DESIGN �S®i.
Pond Depth �
TSS Chart(85% or 907a) 85%
SA/DA ratio �. 7/• j
Required Surface Area @PP �5
S —
Provided Surface Area @PP
Required Volume z t CS-
Provided Volume J 7 ,2 6 7 c f
Permanent Pool Elevation 1 7
Storage Pool Elevation g 0
Storage Pool Surface Area -I-tIaD-Q-P f
Forebay Depth 3 .0 '
Sea
havdevelopment
A foro �specific�II9�ge��be��for gcoJ��t propose the subdivision and selling of lotus or rnuparcels or
f"ch dwel

VOLUME COMPUTATIONS
328,007 5 .
Total Area Draining to Pond: _3 s.f.
217i 0 SO
Impervious Area: 7296,7.,453.E
Grassed Area: 30,927 s.f.
71080 27,m(OCS.
Q= CiA 29tW s.f. .90 1" + 30,927 s.f. (.2)(1") =24439icc,f
Note: Area includes two out parcels adjacent to U.S. Hwy. 17. These two areas were
assumed to be 100%impervious.
2Z,�79b
Total volume required for Detention Pond: c.f.
Pond Dimension: (Average Area=Top of Treatment Area+Bottom of Treatment Are
2
Top of Treatment
17,560 s,f,
A= 17,560+ 12,240
2
A= 14,900 s.f.
Bottom of Treatment
12,240 s.f.
Detention pond capacity=Treatment water depth X Average Area
V= 14,900 s.f. (1.83') =_27,267 cubic feet
22,79��F•
Volume required: 22XWZ.f,
Volume provided: 27,267 c.f.
Excess Volume: 4961 c.f. = 22.2% Extra Volume

' T
321 J 1{-73 5�,
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JARVIS ASSOCIATES, P.A.
CONSULTING ENGINEERS-PLANNERS-SURVEYORS
130 EAST SECOND STREET-WASHINGTON,NORTH CAROLINA 27889
TELEPHONE[phone]/FAX[phone]
Stormwater Management Narrative
Town Center
Chocowinity,North Carolina
Owned By:
Rawls and Associates
�6'�p�/npMpoea//r�(p��gl�
v t�o 'VC y a a SE Al. i{S -
° 's
I 2�158
• °yFNCI NF.. a�

Town Center is a high-density project that consists of a major Grocery Store, a strip mall and two
outparcels("A" and"B") adjacent to Highway 17. Measures have been taken to control and treat
stormwater for the entire project with a detention pond,which is located on the Southern property
line of the project. All stormwater in the front of the project will be collected by a series of two
catch basins in the parking lot. This water will be directed through a concrete pipe to a forebay on
the eastern side of the pond. The rear portion of the project will drain into a long grassed swale
that runs across the rear property line and just inside of a large ditch on the Southern side of the
project and into the western side of the pond. See Detail and Cross Section A:A. A grassed swale
was used for the water in the rear of the building because we are not able to make that water enter
the detention pond through the forebay.
The overflow system for the Detention pond is a riser barrel and a corrugated metal pipe that
flows to a ditch that flows around the Southern and Western sides of the property. To ensure draw
down of the system in three to five days, an orifice has been designed in the bottom of the riser
barrel assembly.
The pond holds 27,267 cubic feet(22%more volume than required) . The pond is also designed
to accommodate the two out parcels in the front of the project. The assumed runoff coefficient for
the out parcels is(0.9).
Also attached are the Pond Maintenance Agreement, Detention Pond Attachment, and volume
calculations.
Outlet Design
With a draw down rate of 2— 5 days I have chosen 3.5 days to base my calculations for
draw down.
Q=Vol/time V=27,267 cf t=74.5 Hrs.
Q=0.2450 cfs
Using the orifice equation I determined the size of the openings to have an outlet flow of
0.2450 cfs.
A=Q/{c(2gh)1/2) c= 0.65 g=32.2 ft/sec2 h= 1.83/2 ft
A=7.06 sq. in.
Therefore use 3"diameter reverse sloped orifice.

JARVIS ASSOCIATES, P.A.
CONSULTING ENGINEERS-PLANNERS -SURVEYORS
130 EAST SECOND STREET
WASHINGTON,NC 27889
PHONE[phone]
FACSIMILE(919)974-7795
To: Bill Moore Date: 7/31/98 Job No. 97142
Attention : Bill Moore
RE: Foodlion Storm Water Management Plad
WE ARE SENDING YOU x Attached Under separate cover via
the following items:
Shop drawings Prints Plans Samples Specifications
Copy of letter Change order
COPIES DATE No DESCRIPTION
2 7/23/98 Prints of Stotmwater Mana ement Plans
2 7/23/98 Stomlwater Management Narrative
THESE ARE TRANSMITTED as checked below:
For approval Approved as submitted Resubmit copies for approval
For your use Approved as noted Submit_copies for distribution
As requested Returned for corrections Return corrected prints
For review and comment
FOR BIDS DUE 19_ PRINTS RETURNED AFTER LOAN TO US
REMARKS:
F:\worddata\fo�s\transmit

JARVIS ASSOCIATES, P.A.
CONSULTING ENGINEERS-PLANNERS-SURVEYORS
130 EAST SECOND STREET
WASHINGTON,NC 27889
PHONE[phone]
FACSIMILE(919)974-7795
To: , �� �g/LCi Date: 3 y8 Job No. g,?/
Attention : //
RE: �� L
i
WE ARE SENDING YOU/<Attached Under separate cover via the following Items:
Shop drawings -'(Prints Plans Samples Specifications
Copy of letter Change order
COPIES DATE No DESCRIPTION
2 ic, Iw
THESE ARE TRANSMITTED as checked below:
X For approval Approved as submitted Resubmit_copies for approval
For your use Approved as noted Submit_copies for distribution
As requested Returned for corrections Return corrected prints
For review and comment
FOR BIDS DUE 19_ PRINTS RETURNED AFTER LOAN TO US
REMARKS: —�'(4� i f e-�—
rgc cCu

State of North Carolina
Department of Environment d14
and Natural Resources
Washington Regional Office
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary •tea •
DIVISION OF WATER QUALITY
January 15, 1998
Rawls & Associates
Attn: Mr. Jerly Rawls
Hwy 264 West
Washington, NC 27889
Subject: SW7971212
Foodlion - Chocowinity
Beaufort County
Dear Mr. Rawls:
This office received your stormwater application and
supporting information on December 10 , 1997 . This application has
been assigned the number listed above.
A preliminary review of your project has been completed. The
following additional information is needed before a permit can be
issued:
- stormwater application and O & M must be signed by owner
- narrative description of stormwater measures including
design parameters
- complete stormwater calculations and details
The above information must be submitted within 30 days, or
your application will be returned as incomplete. If you have
questions, please feel free to contact me at (919) 946-6481 ,
extension 264 .
Sincerely,
J G 1--�-
William J. Moore
Environmental Engineer
Washington Regional Office
cc: Jarvis Associates
Beaufort County Inspections
-iT shington Regional Office
943 Washington Square Mall. Washington, North Carolina 27889 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer

JARVIS ASSOCIATES, P.A.
CONSULTING ENGINEERS-PLANNERS-SURVEYORS
130 EAST SECOND STREET-WASHINGTON,NORTH CAROLINA 27889
TELEPHONE[phone]/FAX[phone]
December 9, 1997RECEIVL
1
VlAsHIN 70N OFFICF
Bill Moore DEC 1 i, 1997
Water Quality/ I. E
M.
Stormwater Management
N.C.D.E.N.R.
RE: Food Lion/Town Center
Dear Bill:
Here are the plans for the Food Lion in Chocowinity. We are proposing a wet detention
pond for the treatment of this site's stormwater. There is ample volume in the pond to
handle the first 1.11" over the entire Food Lion site plus the two outparcels adjacent to
Highway 17. I took the entire site and multiplied the area times an average runoff of
(0.9). This is a conservative calculation since 90% of the site is impervious. Most of
the stormwater will either sheet drain or travel by pipe to the forebay as shown on the
plans. The rear portion of the property drains to a long swale with a 0.2% grade to the
Northeastern end of the pond. The overflow is a 15" corrugated metal pipe with a riser
barrel assembly. There will be a 2 1/8" diameter hole drilled in the base of the riser at
the bottom of the proposed treatment elevation. (see calculations)
Sincerely,
arlie Manning
Jarvis Associates, P.A.

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POND MAINTENANCE REQUIREMENTS
Project Name: Foodlion
Permittee: Rawls & Associates
Address: Hwy 264 West Washington,NC PhoneNo. 946-5175
I. Monthly, or after every runoff producing rainfall event, whichever comes first:
A. Inspect the trash rack; remove accumulated debris, repair/replace if it is not functioning.
B. Inspect and clear the orifice of any obstructions. If a pump is used as the drawdown
mechanism, pump operation will be checked. A log of test runs of the pump will be kept
on site and made available to DWQ personnel upon request.
C. Inspect the pond side slopes and grassed inlet swales; remove trash, and repair eroded areas
before the next rainfall event.
D. If the pond is operated with a vegetated filter, the filter will be checked for sediment
accumulation, trash accumulation, erosion and proper operation of the flow spreader
mechanism. Repairs/cleaning will be done as necessary.
II. Quarterly (Four times a year):
A. Inspect the collection system (ie. catch basins, piping, grassed swales) for proper
functioning. Accumulated trash will be cleared from basin grates, basin bottoms, and piping
will be checked for obstructions and cleared as required.
B. Pond inlet pipes will be checked for undercutting. Riprap or other energy dissipation
structures will be replaced, and broken pipes will be repaired.
III. Semi-annually (twice a year):
A. Accumulated sediment from the bottom of the outlet structure will be removed.
B. The forebay depth will be checked at various points. Sediment removal is required when the
depth is reduced to 75% of the original forebay design depth of 1, m '
C. Grassed swales, including the vegetated filter if applicable, will be reseeded twice a year as
necessary.

DETENTION POND ATTACHMENT
I. BUILTUPON AREA CALCULATION(See NCAC 2H.1008 (c)and (e)for applicable design criteria. In cases
where more than one pond is proposed,please list each pond's information in separate columns.)
Pond k 1
Classification SC
Existing Built-Upon Area None
Proposed Built-Upon Area 6 .82ac
Total Project Area 7. 53 ac
Total Drainage Area 7. 53ac
Percent Built-Upon 7
\ q0%
II. BREAKDOWN OF PROPOSED BUILT-UPO7:z"
s z
e .
Buildings 1 .9
3 lots @ -- sf/lot 83 96 � 5 . 72 -
�tu..�- bc.. Cep siGQees.,Q
Streets/Parking 4. 92
Sidewalks
Future Development
Other
III. POND DESIGN ,
Pond Depth 4 . 3 S� 3
TSS Chart(85% or 90%) 85%
SA/DA ratio
Required Surface Area @PP ?
Provided Surface Area @PP ?
7
Required Volume 23, 569cf rs 2-4 660 c �.
Provided Volume 25, 000cf 271gc4 7
Permanent Pool Elevation 27. 1
Storage Pool Elevation 28. 1
Storage Pool Surface Area 2 5, 0 0 0 s f ?
Forebay Depth 1 .0
See Attachment A for specific language that must be used for projects that propose the subdivision and selling of lots or outparcels, or
have future development areas..

POND MAINTENANCE REQUIREMENTS
PAGE 2
i ---------------------------------------------------------
IV. Annually (Once a year):
A. The pond depth will be checked at various points. Sediment removal is required when the
depth is �Wuced to 75% of the original design depth or Y, whichever is greater. Design
depth is ', measured vertically from the orifice down to the pond's bottom.
Sediment must be removed to at least the original design depth.
V. General:
A. Mowing of the side slopes will be accomplished according to the season. Maximum grass
height will be 6".
B. Cattails are encouraged along the pond perimeter, however they will be removed when they
cover more than 1/2 the surface area of the pond. The best time to cut them is at the end of
the growing season, in November. Environmentally sensitive chemicals for use in killing
cattails can also be used. Contact your nearest Agricultural Extension Agent.
C. The orifice/pump is designed to draw down the pond in 2-5 days. If drawdown is not
accomplished in that time, the orifice will be replaced with a larger or smaller orifice. Slow
drawdown may be attributed to a clogged system. The source of the clogging will be found
and eliminated.
D. All components of the detention pond system will be kept in good working order. Repair
or replacement components will meet the original design specifications as per the approved
stormwater plan. If previously approved components are determined to be ineffective, the
component must be redesigned and/or replaced.
VI. Special Requirements:
I, Jeryl Rawls hereby acknowledge that I am the financially
(please print or type name clearly)
responsible party for maintenance of this detention pond. I will be responsible for the performance of the
maintenance is outlined above, as,part f the Stormwater Management Permit received for this project.
Signature: ' S Date: September 1 0, 1 997
Revised 2125/97 -

/4 dee'r'V
e/� s�o.v S,3'
JARVIS ASSOCIATES, P.A.
CONSULTING ENGINEERS-PLANNERS-SURVEYORS Ole Aw Q
130 EAST SECOND STREET
WASHIN
PHONE(GTON, 27889
PHONE[phone]
FACSIMILE(919)974-7795
To: Bill Moore Date: 7/24/98 'T Job No. 97142
Attention :Bill Moore
RE: Foodlion Storm Water Management Pl
WE ARE SENDING YOU x Attached Under separate cover via
the following items:
Shop drawings Prints Plans Samples Specifications
Copy of letter Change order
COPIES DATE No DESCRIPTION
2 7/23/98 Prints of Stormwater Many ement Plans
2 7/23/98 Stormwater Management Narrative
THESE ARE TRANSMITTED as checked below:
For approval Approved as submitted Resubmit_copies for approval
For your use Approved as noted Submit_copies for distribution
As requested Returned for corrections Return corrected prints
For review and comment
FOR BIDS DUE 19 PRINTS RETURNED AFTER LOAN TO US
REMARKS:
F:\worddata\fonns\transmit

RECEIVED
DIVISION OF ENVIRONMENTAL MANAGEMENT WASHING70N OFFICE
NORTH CAROLINA STORMWATER MANAGEMENT PERMIT APPLICATIONEO 1 0 1997
REIN.
I. GENERAL INFORMATION: '! {
1. Project Name: FO dl 'on &
2. Project Location: ( ounty St a R d w ddress) y 17 in Chocowinity
3. Owner's Name: Ra ls& Associa Phone: [phone]
4. Mailing Address: Hwy 264 West
City Washington State NC zip 27889
S. Application Date: September 10, 1 997 Fee Submitted: $385 .00
7. Nearest Receiving Stream: Crawford Creek Class: SC
8. Project Description: Foodlion with two out parcels
Ib
II. PERMIT INFORMATION
1. Permit No. (will be completed by DEM)�: S(../ 79 7 /2 / 2--
2. Permit Type: X ' New Renewal
Modification (existing permit no. )
3. Project Type: Low Density X Detention
Infiltration Other
4. Other State/Federal Permits/Approvals Required:
(Check appropriate blanks)
X Sediment/Erosion Control CAMA Major 4 Permit
III. PROJECT BUILT UPON AREA
Drainage Drainage
Basin Basin Breakdown of Impervious Areas
Classification SC Buildings 1 . 9 Acre
Allowable Impervious 7 .53 ac Roads -64 AG
Total Project Area 7 _ 51 ac Parking 3 . 28 AC
Proposed Impervious 6 .82 ac Other
% Impervious Area 90% Totals -6m Lo' `G'

IV. STORMWATER TREATMENT (Describe how runoff will be treated) :
Runoff will flow to detention pond by either grass Swale or across
asphalt or through catch basin
V. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
Deed restrictions and protective covenants are required for all low density projects and
all subdivisions prior to the sale of any lot. Please see Attachment A for specific
requirements.
By your signature below, you certify that the recorded deed restrictions and
protective covenants for this project shall include all the items required by the
permit, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the covenant cannot be changed
or deleted without concurrence from the State, and that they will be recorded
prior to the sale of any lot.
OWNER'S CERTIFICATION
I, Jervl Rawls certify that the
(Please print name clearly)
information included on this permit application form is correct, that the project will
be constructed in conformance with the approved plans, that the deed restrictions will
be recorded with all required permit conditions, and that to the best of my knowledge,
the proposed project complies with the requirements of 15A NCAC 2H.1000.
- I authorize the below named person or firm to submit stormwater plans on my
behalf.
C, �AmyL •LX3 Q " September 10 , 1997
Owner/Authorized Agent Si Inature and"TitlI Date
AUTHORIZED AGENT •fj��,,,^_ .
Person or Firm Name: Jarvis Associates,PA
Mailing Address: 130 East Second Street
City Washington State NC zip27889
Phone: [phone]
Please submit application, fee and plans to appropriate Regional Office.
(see attached map)
-2-