SW7070330_CURRENT PERMIT_20201208

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW jc)105 D
DOC TYPE
CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD
I

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRIAN WRENN
Director
JTC Investments, LLC
Attention: Virginia Eitner, Manager
5208-C Hwy 70 West
Morehead City, NC 28557
NORTH CAROLINA
Environmental Quality
December 8, 2020
WdP
Subject: Stormwater Permit No. SW7070330 Renewal
Oldwick Commons
High Density Project
Craven County
Dear Ms. Eitner:
The Washington Regional Office received a Stormwater Management Permit
Application for renewal of the subject permit on November 24, 2020. Staff review of the
application has determined that the permit can be reissued. We are forwarding Permit
No. SV 7070330 dated December 8, 2020, for the continued operation of the subject
project.
This permit, upon its effective date, will replace all previous State Stormwater permits for
this project. This permit shall be effective from May 3, 2021 until May 2, 2029 and shall
be subject to the conditions and limitations as specified therein, and does not supercede
any other agency permit that may be required. 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 me at [phone].
Sincerely,
Roger K. Thorpe
Environmental Engineer
North Carolina Department of Environmental Quality I Division of Energy. Mineral and Land Resources
Washington Regional Office 1943 Washington Square Mall ! Washington, North Carolina 27880
2529464+481

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DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES
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
JTC Investments, LLC
Oldwick Commons
Located on NC Highway 70 E, New Bern, NC
Craven County
FOR THE
construction, operation and maintenance of two wet detention ponds 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 Energy,
Mineral, and Land Resources (Division) and considered a part of this permit.
This permit shall be effective from May 3, 2021 until May 2, 2029, and shall be subject
to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.6 of this permit. The stormwater controls have
been designed to handle the runoff from 150,196 square feet of impervious area
to wet pond #1 and 48,400 square feet of impervious area to wet pond #2. The
subdivision is permitted for 6 lots with Lot#1 having 48,400 square feet of built -
upon area Lot#2 having 15,050 square feet of built -upon area, Lot#3 having
31,000 square feet of built -upon area, Lot#4 having 35,600 square feet of built -
upon area, Lot #5 having 18,700 square feet of built -upon area, Lot#6 having
38,200 square feet of built -upon area, the Common Area having 1,000 square
feet of built -upon area and the right of way having 16,450 square feet of built -
upon area shown as roads/streets on the approved plans.

A
3. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
4. The tract will be limited to the amount of built -upon area indicated in Section I of
this permit, and per approved plans.
5. 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.
6. The following design elements have been permitted for this wet detention basin
stormwater facility and must be provided in the system at all times.
Pond #1 Pond #2
a. Drainage Area, ftz: 277,881 (6.38ac) 70,812 (1.63ac)
b. Total Impervious Surfaces, ftz:
150,196
48,400
C. Pond Depth, feet:
3.00
3.00 avg.
d. TSS removal efficiency:
85%
90%
e. Design Storm:
1"
1"
f. Permanent Pool Elevation, FMSL:
21.00
21.50
g. Permitted Surface Area @PP, ftz:
13,117
6,229
h. Permitted Storage Volume, ft3:
18,755
5,684
i. Storage Elevation, FMSL:
22.00
22.25
j. Controlling Orifice, in.:
1.75 0 pipe
1.00 0 pipe
k. Permanent Pool Volume, ft3:
24,382
18,692
I. Forebay Volume, ft3:
5,448
3,568
m. Receiving Stream / River Basin:
Brice Creek / Neuse
n. Stream Index Number:
27 - 101 - 40 - (1)
o. Classification of Water Body:
" C; Sw, NSW"
II. SCHEDULE OF COMPLIANCE
1. No homeowner/lot owner/developer shall fill in, alter, or pipe any drainage feature
(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. The permittee is responsible for verifying that the proposed built -upon area for
the entire lot, including driveways and sidewalks, does.not exceed the allowable
built -upon area. Once the lot transfer is complete, the built -upon area may not be
revised without approval from the Division, and responsibility for meeting the
built -upon area limit is transferred to the individual property owner.
3. If an Architectural Review Board or Committee is required to review plans for
compliance with the BUA limit, the plans reviewed must include all proposed
built -upon area. Any approvals given by the Board do not relieve the homeowner
of the responsibility to maintain compliance with the permitted BUA limit.
4. 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 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, acquisition, 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:
5. 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.
7. 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.
8. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
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.
10. 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.

r
11. Permanent seeding requirements for the stormwater control must follow the
guidelines established in the North Carolina Erosion and Sediment Control
Planning and Design Manual.
12. Prior to the sale of any lot, the following deed restrictions must be
recorded:
a. The following covenants are intended to ensure ongoing compliance with
State Stormwater Management Permit Number SW7070330, as issued by
the Division under 15A NCAC 2H.1000.
b. The State of North Carolina is made a beneficiary of these covenants to
the extent necessary to maintain compliance with the Stormwater
Management Permit.
C. These covenants are to run with the land and be binding on all persons
and parties claiming under them.
d. The covenants pertaining to stormwater may not be altered or rescinded
without the express written consent of the State of North Carolina, Division
of of Energy, Mineral, and Land Resources.
e. Alteration of the drainage as shown on the approved plans may not take
place without the concurrence of the Division.
f. The maximum built -upon area per lot is as follows in square feet.
Lot Number Lot Size(acres) Allowable Built Upon Area (SF)
1 1.11 48,400
2 0.35 15,050
3 0.71 31,000
4 0.82 35,600
5 0.43 18,700
6 0.88 38,200
Common Area 0.02 1,000
Right -of -Way 0.38 16,450
This allotted amount includes any built -upon area constructed within the
lot property boundaries, and that portion of the right-of-way between the
front lot line and the edge of the pavement. Built upon area includes, but is
not limited to, structures, asphalt, concrete, gravel, brick, stone, slate,
coquina and parking areas, but does not include raised, open wood
decking, or the water surface of swimming pools.
g. Lots within CAMA's Area of Environmental Concern may be subject to a
reduction in their allowable built -upon area due to CAMA regulations.
h. All runoff on the lot must drain into the permitted system. This may be
accomplished through providing roof drain gutters, which drain to the
street, grading the lot to drain toward the street, or grading perimeter
swales and directing them into the pond or street. Lots that will naturally
drain into the system are not required to provide these measures.
I. Built -upon area in excess of the permitted amount will require a permit
modification.
13. A copy of the recorded deed restrictions must be submitted to the Division
within 30 days of the date of recording the plat, and prior to selling lots.
The recorded copy must contain all of the statements above, the signature
of the Permittee, the deed book number and page, and the stamp/signature
of the Register of Deeds.

14. Prior to transfer of the permit, the stormwater facilities will be inspected by
Division personnel. The facility must be in compliance with all permit conditions.
Any items not in compliance must be repaired or replaced to design condition
prior to the transfer. Records of maintenance activities performed to date will be
required.
15. The permittee shall at all times provide the operation and maintenance
necessary to assure that all components of the permitted stormwater system
function 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 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 structures, orifice, catch basins and
piping.
g. Access to all components of the system must be available at all times.
16. Records of maintenance activities must be kept and made available upon
request to authorized personnel of the Division. The records will indicate the
date, activity, name of person performing the work and what actions were taken.
17. 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.
18. Built upon area includes, but is not limited to, structures, asphalt, concrete,
gravel, brick, stone, slate, coquina and parking areas, but does not include
raised, open wood decking, or the water surface of swimming pools.
19. Decorative spray fountains will not be allowed in the stormwater treatment
system due to the lack of sufficient permanent pool volume.
III. GENERAL CONDITIONS
This permit is not transferable to any person or entity except after notice to and
approval by the Director. In the event there is either a desire for the facilities to
change ownership, or there is a name change of the Permittee, a
"Name/Ownership Change Form" must be submitted to the Division
accompanied by appropriate documentation from the parties involved. This may
include, but is not limited to, a deed of trust, recorded deed restrictions,
Designer's Certification and a signed Operation and Maintenance plan. The
project must be in good standing with the Division. 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 of the terms and conditions
of this permit until such time as the Director approves the transfer request.

x-
Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division, in accordance with
North Carolina General Statute 143-215.6A to 143-215.6C.
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.
5. 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.
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.
Permittee grants permission to staff of the Division to access the property for the
purposes of inspecting the stormwater facilities during normal business hours.
The permittee shall notify the Division of any name, ownership or mailing address
changes within 30 days.
9. A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction.
10. This permit shall be effective from May 3, 2021 until May 2, 2029. At least six months
prior to the expiration date, the permittee must submit a written request for permit
renewal to the Division, Washington Regional Office.
Permit issued this the 8th day of December 2020.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
� t
For
Brian Wrenn, Director
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Permit Number SW7070330

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Date Received
Fee Paid
Permit Number
7.
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NC DEQ Division of Energy, Mineral and Land Resources
STATE STORMWATER:
PERMIT RENEWAL APPLICATION FORM
In accordance with 15A NCAC 2H.1045(3) the current permit holder shall renew their high density permit 180 days
prior to its expiration. Renewed permits are valid for a period of 8 years per Session Law 2011-398 (SB 781)
Section 60. (c). This application form is for permit renewals only.
A. PROJECT INFORMATION
1. State Stormwater Permit Number: SW7070330
2. Project name: Oldwick Commons
3. Project street address: E US Hwy 70
City: New Bern County: Craven ZIP:
28562
4. What, if any, changes have been made to the project as permitted? N/A
If the project has changed from the original approved plans, please complete SWU-101 fora Major
Modification or Minor Modification Application form available at: https://deg.nc.gov/about/divisions/energv-
minera I -la nd-resou rces/ene rqy-minera I -la nd-ru les/stormwater-grog ram/post-construction.
B. PERMITTEE INFORMATION
If changes to the permittee or project name have been made, please complete either the Permit Update form
orthe Permit Transfer form available at: https://deg.nc.gov/about/divisions/energv-mineral-land-
resources/energv-mineral-land-rules/stormwater-program/post-construction. State Stormwater Permits do not
automatically transfer with the sale of the property.
1. Current Permit Holder's Company Name/Organization: JTC Investments, LLC.
2. Signing Official's Name: Virginia Eitner
3. Signing Official's Title: Manager
4. Mailing Address: 5208-C Hwy 70 West
City: Morehead City State: NC ZIP
28557
5. Street Address: 5208-C Hwy 70 West
City: Morehead City State: NC ZIP
28557
6. Phone: [phone] Email: virginia.eitner(agmail. com
F PMECEIVED NOY 2, 4 2020
Stormwater Permit Renewal Form Page 1 of 3 May 11, 2018

C. SUBMITTAL REQUIREMENTS
Submit the application package to the appropriate DEMLR Regional Office (Coastal, SA Waters) or DEMLR
Central Office (Urbanizing Areas Ph 2, USMP, Non -Coastal HQW/ORW). Only applications packages that
include all required items listed below will be accepted and reviewed.
Initial each item below to indicate that the required information is provided in the application package:
1. A permit application processing fee of $505.00 payable to NCDEQ.
2. One original signed hard copy and one electronic copy of this completed form. The signing official
named on this application to represent the current permittee must meet one of the following:
a. Corporation — a principle executive officer of at least the level of vice-president;
b. Limited Liability Company (LLC) — a manager or company official as those terms are defined
in G.S. 57D "North Carolina Limited Liability Company Act;"
c. Public Entity — a principal executive officer, ranking official, or other duly authorized employee;
d. Partnership or limited partnership — the general partner;
e. Sole proprietor; or
f. Letter of authorization signed by one of the signatories noted in a — e above authorizing the
signature of another entity.
3. One hard copy and one electronic copy of recorded documents required by the original permit that
have not yet been received by DEMLR, including: deed restrictions, protective covenants,
condominium/planned community declaration and easements. If the project has been built, include
documentation that the maximum BUA per lot or maximum total BUA has not been exceeded. If
the project has not been built, include a signed agreement that the final recorded deed restrictions
r ( and protective covenants will be submitted at a later date.
V�1 4. O&M Agreements, Please select one:
❑ I have a copy of the current recorded O&M Agreement for all SCMs, and I will continue to
keep this on file with the permit; or
I do not have a copy of the current recorded O&M Agreement for all SCMs and am
J� requesting a copy be sent to me. I agree to keep this on file with the permit.
5. Designer Certifications, Please select one:
A copy of the certification(s) confirming that the project was built in accordance with the
approved plans have been previously provided to the Division, or
❑ A copy of the certification(s) confirming that the project was built in accordance with the
approved plans are enclosed; or
t, ❑ The project has not yet been built.
JSL 6. [IF APPLICABLE] If the project has been built, one original hard copy and one electronic copy of a
signed, sealed, and dated letter from a licensed professional stating that the SCMs have been
� i inspected, and that they have been built and maintained in accordance with the permit.
vie 7. [IF APPLICABLE] When the permittee is a corporation or a limited liability corporation (LLC):
Provide one hard copy and one electronic copy of documentation from the NC Secretary of State,
or other official documentation, which supports the titles and positions held by the persons listed in
Section C.2 per 15A NCAC 2H. 1043(3)(b).
https://www.sosnc.gov/online services/search/by title/ Business Registration
Stormwater Permit Renewal Application Form Page 2 of 3 May 11, 2018

D. PERMITTEE'S CERTIFICATION
I ra I n 1 4 6 -Pr , the person legally responsible for the permit, certify that I have
a copy oY the Permit and O&M Agreement on site (or I will obtain a copy and it will be kept on site), that I am
responsible for the performance of the maintenance procedures, and the site has been and will be maintained
according to the O&M Agreement and approved plans. I agree to notify DEMLR of any problems with the SCMs
or built -upon area and to submit the proper forms to modify or transfer the permit prior to any changes to the
project, SCMs, or ownership. All information provided on this permit renewal application is, to the best of my
knowledge, cil)rre� and compl%e,, n
NOTARIZATION: IV
I, Kr i siia 14 • de A-"JrA A e, a Notary Public for the State of
IJ 6 r-Jin Carp l it1al , County of Crav % , do hereby certify
that V I rq I n I A E 11Atr personally appeared before me
this the 13- day of Novrem bar 20 20 , and acknowledge the due
execution of the forgoing instrument. Witness my hand and official seal,
(Notary Seal)
Notary Signature: JG" d "^'I �-t t • �CYliJl
My commission expires J ULwI Vg , M2,
KRISTA H. DE ANDRADE
Notary Public, North Carolina
Craven County
My C m fission Expires
--_�u-- 24 2-02-2
Stormwater Permit Renewal Application Form Page 3 of 3 May 11, 2018

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
DIVISION OF WATER QUALITY
August 28, 1998
JTC Investments, LLC
Attn: Mr. Donald Eitner
1002 Country Club Drive
New Bern, NC 28562
Dear: Mr. Eitner:
NCDENR
NWT CAROUNA DEP THE OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: Permit No. SW7980524
JTC Investments, LLC
Land Clearing/Service Road
Low Density Stormwater Project
Craven County
The Washington Regional Office received the completed
Stormwater Application for the subject project on May 21, 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. SW7980524 dated August 28, 1998 to JTC Investments, LLC.
This permit shall be effective from the date of issuance until
rescinded and shall be subject to the conditions and limitations as
specified therein.
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

JTC Investments, LLC
August 28, 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,
f�-'
�'-Jim Mullig n
Water Quality Regional Supervisor
Washington Regional Office
cc: Avolis Engineering
Craven County Inspections
Washington Regional Office
Central Files

State Stormwater Management Systems
Permit No. SW7980524
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
LOW 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
JTC Investments, LLC
Craven County
FOR THE
construction, operation and maintenance of stormwater management
systems in compliance with the provisions of 15A NCAC 2H.1000
(hereafter referred to as the "stormwater rules") and the approved
stormwater management plans and specifications, and other
supporting data as attached and on file with and approved by the
Division of Water Quality and considered a part of this permit for
grass swales to serve a new service road and adjacent cleared site
located near New Bern, NC.
The Permit shall be effective from the date of issuance until
rescinded and shall be subject to the following specific conditions
and limitations:
I. DESIGN STANDARDS
1. The following criteria are approved as meeting the
stormwater rules for this project:
a. The total area for this project is 12.88 acres.
b. Total impervious area for this project site is 0.69
acres.
C. Total number of SFR lots is one.
d. Allowable built -upon area per lot must be
consistent with proposed restrictions submitted in
the application by the permittee.
3

2. The overall tract built -upon area percentage or lot sizes
for the project must be maintained at levels at least as
stringent as the low density levels specified in the
stormwater rules.
3. The development must demonstrate that no areas within the
project site are of such high density that stormwater
runoff threatens water quality.
4. Approved plans and specifications for projects covered by
this permit are incorporated by reference and are
enforceable parts of the permit.
5. The only runoff conveyance systems allowed will be
vegetated conveyances such as swales with minimum side
slopes of 3:1 (H:V) or curb outlet systems as defined in
the stormwater rules and approved by the Division.
6. No piping shall be allowed except:
a. That minimum amount necessary to direct runoff
beneath an impervious surface such as a road
b. That minimum amount needed under driveways to
provide access to lots.
7. Projects covered by this permit will maintain a minimum
30 foot wide vegetative buffer between all impervious
areas and surface waters.
8. 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.
9. Each of the lots in the subdivision will be limited to
the amount of built -upon area indicated in the approved
plans and consistent with item 1 above.
10. The permittee is responsible for verifying that the
proposed home plans do not exceed the allowable built -
upon area. Once the lot transfer is complete, the home
plan may not be revised without approval from the
permittee, and responsibility for meeting the built -upon
area limit is transferred to the individual homeowner.
11. Deed restrictions are incorporated into this permit by
reference and must be recorded with the Office of
Register of Deeds. A copy of the recorded restrictions
must be received by this Office within 30 days of the
date of recording. Recorded deed restrictions must
include, as a minimum, the following statements related
to stormwater management:
4

a. A statement of the allowable built -upon area per
lot in the following form:
"The allowable built -upon area shall not exceed
0.69 acres, inclusive of that portion of the right-
of-way between the front lot line and the edge of
the pavement, structures, pavement, walkways of
brick, stone, slate, not including wood decking."
b. Items related to stormwater management must remain
in the deed restriction, and this is to be
indicated by including the following:
"The covenants pertaining to stormwater regulations
may not be changed or deleted without concurrence
of the State."
C. To assure that vegetated conveyances are not piped
(in accordance with item 5) deed restrictions must
indicate that:
"Filling in or piping of any vegetative conveyances
(ditches, swales, etc.) associated with the
development except for average driveway crossings,
is strictly prohibited by any persons."
12. The Engineer/Owner/Developer/Permittee must certify in
writing that the project's stormwater controls, and
impervious surfaces have been constructed within
substantial intent of the approved plans and
specifications.
13. 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.
14. 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.
5

II. SCHEDULE OF COMPLIANCE
1. The permittee shall comply with the following schedule for
construction and maintenance of the Low Density Option
stormwater systems:
a. Swales and other vegetated conveyances shall be
constructed in their entirety, vegetated, and be
operational for their intended use prior to the
construction of any built -upon surface except roads.
b. During construction, erosion shall be kept to a minimum
and any eroded areas of the swales or other vegetated
conveyances will be repaired immediately.
2. The permittee shall at all times provide the operation and
maintenance necessary to operate the permitted stormwater
management systems at optimum efficiency to include:
a. Inspections
b. Sediment removal
C. Mowing, and revegetating of the side slopes
d. Immediate repair of eroded areas
e. Maintenance of side slopes in accordance with approved
plans and specifications.
3. The permittee shall submit recorded deed restrictions limiting
built -upon area per lot in accordance with Part I, item 9,
within 30 days of the date of recording.
4. The Permittee shall submit the Engineer/Owner/Designer/
Permittee Certification in accordance with Part I, item 12,
within 30 days of completion of the project.
5. The permittee shall submit all information requested by the
Director or his representative within the time frame specified
in the written information request.
III. GENERAL CONDITIONS
1. Failure to abide by the conditions and limitations contained
in this permit may subject the Permittee to an enforcement
action by the Division of Water Quality, in accordance with
North Carolina General Statutes 143-215.6A to 143-215.6C.
2. The permit issued shall continue in force and effect until
revoked or terminated.
3. 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.
n

The issuance of this permit does not prohibit the Director
from reopening and modifying the permit, revoking and
reissuing the permit, or terminating the permit as allowed by
the laws, rules and regulations contained in Title 15A of the
North Carolina Administrative Code, Subchapter 2H.1000; and
North Carolina General Statute 143-215.1 et.al.
The permittee shall submit to the Director and shall have
received approval for revised plans, specifications, and
calculations prior to construction, for those revisions under
any of the following conditions:
a. Any additions, deletions or redesign of the previously
permitted amount of built -upon area proposed regardless
of the size of the modification.
b. Further subdivision of the project area.
The permit is not transferable to any person except after
notice to and approval by the Director. The Director may
require modification or revocation and reissuance of the
permit to change the name and incorporate such other
requirements as may be necessary. A formal permit request
must be submitted to the Division of Water Quality accompanied
by the appropriate fee,documentation from both 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 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.
Permit issued this the 28 th day of August, 1998.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
-A. Preston Howard, Jr., P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW7980524

R
State of North Carolina
Department of Environment and Natural Resources
Washington Regional Office
James B. Hunt, Jr., Governor Wayne McDevitt, Secretary
DIVISION OF LAND RESOURCES
LAND QUALITY SECTION
June 9, 1998
LETTER OF APPROVAL WITH CONDITION
JTC Investments, LLC
ATTN: Ms. Virginia J. Eitner, President
1002 Country Club Drive
New Bern, North Carolina 28562
RE: Erosion and Sedimentation Control Plan
JTC Investments, LLC Subdivision
US 70 East - Craven County
Drainage Basin: Neuse
Date Received: May 22, 1998
Responsible Party: JTC Investments, LLC
Dear Ma'am:
This office has completed its review of the erosion and sedimentation control plan for the
referenced 12.9 acre disturbance. We have determined the submitted plan for the construction of
a 20 ft. Wide paved service road (t 1200 ft. long) and clearing and grubbing (ONLY) of 11.9
acres for future development, if properly implemented, will meet the minimum requirements of the
Act and hereby issue this LETTER OF APPROVAL WITH the following CONDITION.
At a minimum, a revised erosion and sedimentation control plan will be required
for any future development of this tract. Depending on how much time has lapsed
since the site was logged and grubbed, a new erosion and sedimentation control
plan could be required.
In 1973, the Sedimentation Pollution Control Act (copy available upon request) was
enacted. It established a performance oriented program requiring a project owner or developer to
protect adjoining natural resources and properties, both during and after construction, from the
effects of accelerated erosion. It is YOUR RESPONSIBILITY to understand and comply with
the requirements of the Act.
In addition to any above listed modifications or conditions, the following also apply to the
approved plan:
943 Washinton Square Mall, Washington, North Carolina 278W
An Equal Opportunity Employeer
Telephone [phone] FAX [phone]
50% recycled/10% post consumer paper

JTC Investments, LLC
ATTN: Ms. Virginia J. Eitner, President
June 9, 1998
Page 2
-- an erosion and sedimentation control plan is only valid for 3 years
following the dale of initial approval, if no land-dishurbing activity
has been undertaken;
a copy of the latest approved soil erosion and control plan must be
on file at the job site;
a bu ffer zone, sufficient to restrain visible sedimentation, nrusi be
provided and maintained between the land -disturbing activity and
any adjacent property or watercourse;
new or affected slopes innst be at an angle that can be retained by
vegetative cover,
barren slopes must be provided with a gro urd cover su fficient to
restrain erosion within 30 working dam of completion of any phase
(rough or final) of grading (RYE GRASS LS NOT in the approved
seeding specifications nor is it an ACCEPTABLE substitute for the
providing of a ground cover);
unless a temporary, main factured, lining material has been
specified, a clean strmv nmlch must be applied, at the minimunn rate
of 2 tons/acre, to all seeded areas. The mulch nnrst cover at least
75% of the seeded area after it is either tacked, with an acceptable
tacking material, or crimped in place;
in order to meet the intent of the Act, the scheduling of the lanid-
distu rbingactivities is to be such that both the area of exposure and
the time between the land disturbance and the providing of a ground
is minimized;
a permanent ground coi er. sufficient to restrain erosion, must be
provided within the shorter of 30 working or 120 calendar days after
completion of construction or development; and,
this approval and the financial responsibility/liability cited in it does
not automatically transfer ivith a change in project ownership.
Be advised that to ensure compliance with the approved plan and the program
requirements, unannounced periodic inspections will be made. If the implemented plan is
determined to be inadequate, this office may require that it be revised to comply with state law.
Failure to comply with any part of the approved plan or with any requirements of this program,

JTC Investments, LLC
ATTN: Ms. Virginia J. Eitner, President
June 9, 1999
Page 3
could result in the taking of appropriate legal action against the financially responsible party (JTC
Investments, LLC). One option is the assessing of a civil penalty of up to $500 per day for each
day the site is out of compliance.
In recognizing the desirability of early coordination of sedimentation control, we believe it
would be beneficial for you and your contractor to arrange a preconstruction conference to
discuss the requirements of the approved erosion and sedimentation control plan. It would be
appreciated if you would contact this office to advise Bill Crew (252-946-6481, ext. 374) of the
construction start-up date, contractor and an on -site contact person or, please, complete and
return the attached Project Information sheet to the above named.
The land -disturbing activity described in this plan may require approval or permitting from
other Federal, State or local agencies. These could include the U.S. Army Corps of Engineers
under Article 404 jurisdiction, the Division of Water Quality - Surface Water Section under
stormwater regulations (contact Bill Moore, 252-946-6481, ext. 264), county, city or town
agencies under other local ordinances, or other approvals that may be required. This approval
does not supersede any other approval or permit.
Please be advised that a temporary 'rule to protect and maintain existing buffers along
watercourses in the Neuse River Basin became effective on July 22, 1997. This rule is enforced
by the Division of Water Quality (DWQ). Direct any questions about the applicability of this rule
to your project to Mr. Roger Thorpe, Regional Water Quality Supervisor, Washington Regional
Office, at [phone].
Please be advised that all land -disturbing activities affecting 5 acres or more are required
to have a NPDES permit. Enclosed is the Construction Activities General NPDES Permit -
NCGO10000 for this project. Contact the Division of Water Quality - Surface Water Section at
[phone] should you have any questions regarding the permit.
Sincerely,
4'1�11
Patrick H. McClain, P.E.
Assistant Regional Engineer
PHM: pm
Enclosures
cc. Kevin Avolis, PE, Avolis Engineering

Energy, Mtnera!
and Land Resources
ENVIRONMENTAL QUALITY
SEDIMENT AND EROSION CONTROL & CONSTRUCTION STORMWATER
INSPECTION REPORT
Dear Sir or Madam:
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
TRACY DAVIS
Director
Attached is a copy of the inspection report prepared following an onsite inspection of the project
referenced on the report. This report is intended to inform you of the project's compliance with
the North Carolina Sedimentation Pollution Control Act of 1973 and Construction NPDES
Stormwater General Permit.
Please review this report carefully as it may contain corrective actions needed and/or comments
which will assist you in meeting the required performance standards.
It is our desire that any and all possible problems be discussed and resolved at the earliest
possible time. To facilitate this effort, please contact me at the address/phone number below
should you have any questions.
Sincerely,
James B. Edwards
Environmental Specialist
Enclosure: Sediment/Construction Stormwater Inspection Report
State of North Carolina I Enviramnemal Quality I Energy, Mineral and Land Resources
943 Wuhington Square Mall I Washington, NC 27889
252 946 6481 T

i
North Carolina Department of Environmental Quality
Land Quality Section: 943 Washington Square Mall Washington, NC 27889, Phone: [phone]
COUNTY: Craven PROJECT: JTC PROPERTY RIVER BASIN: NEUSE
PERSON FINANCIALLY RESPONSIBLE: Ms. Virginia Einter, JTC Investments, LLC PROJECT # CRAVE-2007-057
ADDRESS: PO Box 867 New Bern, NC 28563 CASE #
IMEa:Zi2llx�fs�iZN_\ILiL`II<�b�I�7►1:1�:7i l►L�
Pictures: NO Video: Digital:
2. Weather and Soil Conditions: SUNNY, WARM, DRY
3. Is site currently under Notice of Violation? NO
4. Is the site in compliance with S.P.C.A. and rules? YES
5. Violations:
6. Is the site in compliance with NPDES Permit NCG 010000?: NOT EVALUATED
7. Has Sedimentation Damage occurred since last inpections? NO
Lake/natural watercourse on the tract: NO Lake/natural watercourse off the tract: NO
Description:
Degree of Damage:
Stormwater Discharge Outfall with high turbidity or sedimentation loss:
First Inspection:NO
Other Property: NO
8. Contact Made with (name): NO ONE CONTACTED DURING INSPECTION. Title:
Inspection Report: SENT TO PERSON FINANCIALLY RESPONSIBLE Date Given/Sent: JUN
9. Corrective Actions Needed:
2017
10. COMMENTS: Project is out of date; any future land disturbing activities of an acre or more will need a new plan to be submitted
to this office for approval. Site is stable. Remove from active files..
Permanent ground cover sufficient to restrain erosion has been established. No additional self -monitoring or
self -inspections are required. Project is released and coverage under NPDES General Stormwater Permit for
Construction Activities is terminated.
Report By: James Edwards
Date of Inspection: JUN 14, 2017
Others Present: N/A
Time Arriving on Site: 12:20 PM
Time Leaving Site: 12:30 PM
cc;
Revision Date 10/16/2015 Page 1 of 1

The posting of this certificate certifies that an erosion and sedimentation control
plan has been approved for this project by the North Carolina Department of
Environment, Health, and Natural Resources in accordance with North Carolina
General Statute 113A - 57 (4) and 113A - 54 (d) (4) and North Carolina
Administrative Code, 'Title 15A, Chapter 4B.0007 (c).'This certificate must be posted at
the primary entrance of the job site before construction begins and until establishment of
permanent groundcover as required by North Carolina Administrative Code, 'Title 15A,
Chapter 4B.0027(b).0 ��/�/c'3T�1/Ss �LG �L/'�P/viSi��/
9 Project Name and Location
Date of Plan Approval Regional Engineer
�r

LIMITED LIABILITY COMPANY ANNUAL REPORT ■
lorzov
NAME OF LIMITED LIABILITY COMPANY: JTC INVESTMENTS, LLC
SECRETARY OF STATE ID NUMBER: 0448821
REPORT FOR THE CALENDAR YEAR: 2020
SECTION A:
1. NAME OF REGISTERED AGENT: Eitner
2. SIGNATURE OF THE NEW REGISTERED AGENT:
STATE OF FORMATION: NC
Filed Annual Report
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
0245
3. REGISTERED AGENT OFFICE STREET ADDRESS 8 COUNTY 4. REGISTERED AGENT OFFICE MAILING ADDRESS
5208 Highway 70 W 5208 Highway 70 W, Suite C
Morehead City, NC 28557-4549 Carteret County Morehead City, NC 28557-4549
SECTION B: PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS: Property Ownership
2. PRINCIPAL OFFICE PHONE NUMBER: [phone] 3. PRINCIPAL OFFICE EMAIL: Privacy Redaction
4. PRINCIPAL OFFICE STREET ADDRESS 5. PRINCIPAL OFFICE MAILING ADDRESS
5208 Highway 70 W, Suite C 5208 Highway 70 W
Morehead City, NC 28557-4549 Morehead City, NC 28557-4549
6. Select one of the following If applicable. (Optional see Instructions)
❑ The company is a veteran -owned small business
❑ The company is a service -disabled veteran -owned small business
SECTION C: COMPANY OFFICIALS (Enter additional company officials in Section E.)
NAME: Donald R. Eitner NAME: Virginia J Eitner NAME:
TITLE: Manager TITLE: Manager TITLE:
ADDRESS:
ADDRESS:
ADDRESS:
5208—C Hwy 70 West 5208—C Hwy 70 West
Morehead City, NC 28557 Morehead City, NC 28557
SECTION D: CERTIFICATION OF ANNUAL REPORT. Section D must be completed in its entirety by a person/business entity.
Virginia J Eitner
SIGNATURE
Form must be signed by a Company Official listed under Section C of This form.
4/9/2020
Virginia J Eitner Ma
Print or Type Name of Company Official
DATE
Print or Type Title of Company Official
This Annual Report has been filed electronically.
MAIL TO: Secretary of State, Business Registration Division, Post Office Box 29525, Raleigh, NC 27626-0525

:5017o'111 33-:::�,A11 V 1 4 2007
®WQ-WARO
Wet Detention Basin Inspection and Maintenance Agreement
I will 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
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
The wet detention basin system is defines{ as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided.
This system (check one):
❑ does ® does not incorporate a vegetated filter at the outlet.
This system (check one):
❑ does ® does not incorporate pretreatment other than a forebay.
Important maintenance procedures:
— Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
— No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
— Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
— If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
— Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected 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 should be kept in a known set
location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the wet
Areas of bare soil and/or
Regrade the soil if necessary to
detention basin
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.
Vegetation is too short or too
Maintain vegetation at a height of
long.
approximately six inches.

BMP element:
Potentialproblem:
How I will remediate theproblem:
The inlet device: pipe or
The pipe is clogged.
Unclog the pipe. Dispose of the
swale
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged.
Erosion is occurring in the
Regrade the swale if necessary to
swale.
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
The forebay
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design depth for
possible. Remove the sediment and
sediment storage.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The vegetated shelf
Best professional practices
Prune according to best professional
show that pruning is needed
practices
to maintain optimal plant
health.
Plants are dead, diseased or
Determine the source of the
dying.
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.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The main treatment area
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design sediment
possible. Remove the sediment and
storage depth.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Algal growth covers over
Consult a professional to remove
50% of the area.
and control the algal growth.
Cattails, phragmites or other
Remove the plants by wiping them
invasive plants cover 50% of
with pesticide (do not spray).
the basin surface.

BMP element:
Potentialproblem:
How I will remediate theproblem:
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment.
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present.
consult a professional to remove
beavers.
A tree has started to grow on
Consult a dam safety specialist to
the embankment.
remove the tree.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair.
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the local NC Division of
damage have occurred at the
Water Quality Regional Office, or
outlet.
the 401 Oversight Unit at 919-733-
1786.
The measuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the permanent pool depth reads 16.0 feet in the main pond, the
sediment shall be removed.
When the permanent pool depth reads 17.0 feet in the forebay, the sediment
shall be removed.
Sediment Removal
Bottom
17.0
---------------
BASIN DIAGRAM
(fill in the blanks)
(-ft Min.
Sediment
Storage
Permanent Pool Elevation 21.5
Pool
Sediment Removal Elevation 16.0 volumm
--------------------------- ------
Bottom Elevation
FOREBAY MAIN POND
1-ft
Storage

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.
Print name:Vir¢inia Eitner
Title:Member Manager
Address:P.O. Box 867 New BernNC 28563
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, a Notary Public for the State of
N orth Caro 11 n 61 , County of Wall do hereby certify that
11 ra 111a �i iY W personally appeared before me this Z
day of Ocw and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,
`vtttUL'UUr��i
4z
�9 SION 4 ytCJj•i
o� apTAgL 9N
U
P 0I/BUG U=
0" 'G olti
�tfAt�cOUa %%NS
SEAL
My commission expire 2-� 2 o i Z

Permit No. / cY70 3_3�) /r &V
(to be provided by DWQ)
NCDENR h
STORMWATER MANAGEMENT PERMIT APPLICATION FORM o
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part III) must be printed, filled out and submitted along with all of the required information.
I. PROJECT INFORMATION
Project name Oldwick Commons Lot 1
Contact person Allen Henke
Phone number
Date
Drainage area number
II. DESIGN INFORMATION
Site Characteristics
Yk9bA1:1IrIL[8
Drainage area
70,812
fl2
Impervious area
48,400
If
%impervious
68.34999718
%
rrqq s� �
Fa
Design rainfall depth
1.0
in
i;"l1 @dEF
Storage Volume: Non-SRWaters
Minimum volume required
3,970
113
NOV 14 2007
Volume provided
5,684
fl3
Storage Volume: SR Waters
1-yr, 24-hr runoff depth
N/A
in
�flfl� //�� [[��
DWQ- N����((ARO
Pre -development 1-yr, 24-hr runoff
N/A
Ili
Post -development 1-yr, 24-hr runoff
rya
Minimum volume required
ft3
Volume provided
N/A
ft3
Peak Flow Calculations
Is pre/post control of the 1-yr 24-hr peak flow required?
N
(Y or N)
1-yr, 24-hr rainfall depth
NIA
in
Rational C, pre -development
N/A
(unitless)
Rational C, post -development
NIA
(unitless)
Rainfall intensity: 1-yr, 24-hr storm
NIA
inmr
Pre -development 1-yr, 24-hr peak flow
NIA
ft3/sec
Post -development 1-yr, 24-hr peak flow
ft3/sec
Pre/Post 1-yr, 24-hr peak flow control
elsec
Basin Elevations
Basin bottom elevation
15.00
It
Sediment cleanout elevation
16.00
It
Permanent pool elevation
121.50
It
Temporary pool elevation
22.25
fl
Volume and Surface Area Calculations
SAIDA ratio
7.99
(unitless)
Permanent pool, surface area required
5,673
fe
Permanent pool, surface area provided
6,229
If OK
Permanent pool volume
18,692
It,
Average depth for SAIDA tables
3,000802697
it OK
Forebay volume
3,568
ft3
Forebay % of permanent pool volume
19
% OK
Temporary pool, surface area provided
8,253
It!
Form SW401-Wet Detention Basin-Rev.2 Parts 1. & II. Design Summary, Page 1 of 2

Permit
(to be provided by DWQ)
II. DESIGN INFORMATION
Drawdown Calculations
Treatment volume drawdown time
Treatment volume discharge rate
Pre -development 1-yr, 24-hr discharge
Post -development i-yr, 24-hr discharge
Additional Information
Diameter of orifice
Design TSS removal
Basin side slopes
Vegetated shelf slope
Vegetated shelf width
Length of flowpalh to width ratio
Length to width ratio
Trash rack for overflow & orifice?
Freeboard provided
Vegetated filter provided?
Recorded drainage easement provided?
Capures all runoff at ultimate build -out?
Drain mechanism for maintenance or emergencies
4.6 days
0.02 fl'is
N/A ft'is
N/A ft3/s
1.uu
In
90
%
3
:1
10
:1
10
fl
3.1
:1
2.65
:1
Y
(Y or N)
1
ft
N
(Y or N)
Y
(Y or N)
Y
(Y or N)
Y
W21
OK
OK
OK
OK
OK
OK
OK
OK
OK
Design must be based on 90% TSS removal
OK
OK
OK
Form SW401-Wet Detention Basin-Rev.2 Parts I. & II. Design Summary, Page 2 of 2

Permit
III. REQUIRED ITEMS CHECKLIST
(to be provided by DWO)
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
Iniltials, Sheet No.
1. Plans (1" - 50' or larger) of the entire site showing:
C I , (
- Design at ultimate build -out,
C Z. I
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
- Basin dimensions,
- Pretreatment system,
- High Flow bypass system,
- Maintenance access,
LI
- Recorded drainage easement and public right of way (ROW),
- Overflow device, and
- Boundaries of drainage easement.
2. Partial plan (1" = 30' or larger) and details for the wet detention basin showing:
- Outlet structure with trash rack or similar,
- Maintenance access,
- Permanent pool dimensions,
- Forebay and main pond with hardened emergency spillway,
- Basin cross-section,
- Vegetation specification for planting shelf, and
- Filter strip.
3. Section view of the dry detention basin (1" = 20' or larger) showing:
- Side slopes, 3:1 or lower,
- Pretreatment and treatment areas, and
Inlet and outlet structures.
4. If the basin is used for sediment and erosion control during construction, clean out of the basin is specified
on the plans prior to use as a wet detention basin.
5. A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for forebay,
to verify volume provided.
6. 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 wet detention basin will be protected from sediment until the
entire drainage area is stabilized.
8. The supporting calculations.
9. A copy of the signed and notarized inspection and maintenance (I&M) agreement.
10. A copy of the deed restriction.
Form SW401-Wet Detention Basin-Rev.1 Part III. Required Items Checklist, Page 1 of 1

NOV 1 4 2007
CouNTY, NC
In accordance with Title 15 NCAC 2H.1000, the Coastal Stormwater Management Regulations,
deed restrictions and protective covenants are required for High Density Commercial
Subdivisions where lots will be subdivided and sold and runoff will be treated in an engineered
stormwater control facility. Deed restrictions and protective covenants are necessary to ensure
that the development maintains a built -upon area consistent with the design criteria used to size
the stormwater control facility.
I, VIRGINIA EITNER , acknowledge, affirm and agree by my signature
below, that I will cause the following deed restrictions and covenant to be recorded prior to the
sale of any lot within the project known as Oldwick Commons �JCT US Highway 70
Property) Lot 1
1. The following covenants are intended to ensure ongoing compliance with State
Stormwater Management Permit Number n;o7o70330 MO , as issued by the Division
of Water Quality under NCAC 2H.1000.
2. The State of North Carolina is made a beneficiary of these covenants to the extent
necessary to maintain compliance with the stormwater management permit.
3. These covenants are to run with the land and be binding on all persons and parties
claiming under them.
4. The covenants pertaining to stormwater may not be altered or rescinded without the
express written consent of the State of North Carolina, Division of Water Quality.
5. Alteration of the drainage as shown on the approved plan may not take place without the
concurrence of the Division of Water Quality.
6. The maximum built -upon area per lot, in square feet, is as listed below:
Allowable Built -Upon Area
Lot No. AC SF
1 1.11 48,400
This allotted amount includes any built -upon area constructed within the lot property
boundaries, and that portion of the right-of-way between the front lot line and the edge of
the pavement. Built upon area includes, but is not limited to, structures, asphalt,
concrete, gravel, brick, stone, slate, coquina and parking areas, but does not include
raised, open wood decking, or the water surface of swimming pools.
7. All runoff from the built -upon areas on the lot must drain into the permitted system. This
may be accomplished through a variety of means including roof drain gutters which drain
to the street, grading the lot to drain toward the street, or grading perimeter swales to
collect the lot runoff and directing them into a component of the stormwater collection
system. Lots that will naturally drain into the system are not required to provide these
additional measures.
Oldwick Commons
Craven County
PAGE 1 OF 2
October 12, 2007

j
The owner of each lot, whose ownership is not retained by the permittee, is required to
submit a separate stormwater permit application to the Division of Water Quality and
e
Stateof Nor-I-h CctvolinA County of Lfayty\ ,
do hereby certify that V 1 1 v� 111 fi �TlLy' personally appeared
before me this the 1 Z day of C —n k (%✓ 2007, and acknowledge the
due Iexxeec'utiio%nn of the foregoing instrument. Witness my hand and official seal,
MAO SEAL
Sig ature
My Commission expires (� ��I 20 Z A L/rrrr4i
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u�OTAgL 9 N
2 9 �ti
I�%9LV��y2e.2��ry �U�
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Oldwick Commons PAGE 2 OF 2
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