SW7091015_CURRENT PERMIT_20130605

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW 7v7�B��
DOC TYPE
CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATEL�J(��Q�
YYYYMMDD

NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
Mr. J.E. Hardison, Jr.
KOKOMO, LLC
PO Box 177
Bayboro, NC 28515
Dear Mr. Hardison:
Division of Water Quality
Charles Wakild, P.E.
Director
June 5, 2013
John E. Skvarla, III
Subject: Stormwater Permit No. SW7091015
Ownership Change
Eascon Properties Development
High Density Commercial Wet Pond Project
Pamlico County
The Washington Regional Office received a complete Stormwater Management Permit
Ownership Change form for Eascon Properties Development on May 22, 2013. Staff review of
the ownership change request has determined that the project, as proposed, will comply with
the Stormwater Regulations set forth in Session Law 2008-211 and Title 15A NCAC 2H.1000.
We are forwarding Permit No. SW7091015 dated June 5, 2013, for the construction of the
subject project. P- /y y �2
This permit shall be effective from the date of issuance until December 11, 2019, and shall be
subject to the conditions and limitations as specified therein. Please pay special attention to
the Operation and Maintenance requirements in this permit. Failure to establish an adequate
system for operation and maintenance of the stormwater management system will result in
future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have
the right to request an adjudicatory hearing upon written request within thirty (30) days
following receipt of this permit. This request must be in the form of a written petition,
conforming to Chapter 150E of the North Carolina General Statutes, and filed with the Office of
Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands
are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please
contact Samir Dumpor, or me at [phone].
Sinccgrely,
66=1-Charles WQakild, P.E., Director
Division of Water Quality
AA/ so: K:\SD\Permits-Wet Pond\SW7091015
cc: Kevin Avolis, PE, Avolis Engineering, PA
Pamlico County Building Inspections
Division of Coastal Management
Washington Regional Office
North Carolina Division or Water Quality
Internetwww ncwatergualnvoig
943 Washington Square Mall
Washington, NC 27889
Phone' 252-946-6481
FAX [phone]
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An Equal Opportunity/ARrmative Action Employer -50%Recycled110%
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State Stormwater Management Systems
Permit No. SW7091015
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
KOKOMO, LLC
Eascon Properties Development
Pamlico County
FOR THE
construction,- operation and maintenance of 1-wet detention pond and 1 infiltration basin
as a secondary Best Management Practice in compliance with the provisions of
Session Law 2008-211 and 15A NCAC 2H .1000 (hereafter referred to as the
"stormwaterrules') and the approved stormwater management plans and specifications
and other supporting data as attached and on file with and approved by the Division of
Water Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until December 11, 2019, and
shall be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
This stormwater system has beery approved for the management of stormwater
runoff as described in Section 1.7 and 1.8 of this permit. The stormwater control
has been designed to handle the runoff from 36,829 square feet of impervious
area.
3. The tract will be limited to the amount of built -upon area indicated in Section I. of
this permit, and per approved plans.
4. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
5. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
6. The built -upon areas associated with this project shall be located at least 50 feet
landward of all perennial and intermittent surface waters.
Page 2 of 8

State Stormwater Management Systems
Permit No. SW7091015
7
The following design criteria have been provided in the wet detention pond and
must be.maintained at design condition:
a.
Drainage Area, acres:
3.64
b.
Total Impervious Surfaces, ft2:
36,829
C.
Design Storm, inches:
difference in runoff for pre and
post development for 1 year 24-
hour (3.5")
d.
Pond Depth, feet:
3.5' — average depth
e.
TSS removal efficiency:
90%
f.
Permanent Pool Elevation, FMSI2:
98.50
g.
Permanent Pool Surface Areq, ft :
4,726
h.
Permitted Storage Volume, ft :
9,914 at temporary pool el.
i.
Temporary Storage Elevation, FMSL:
100.10
j.
Predevelopment 1 year 24 hour:
2,326 ft'
k.
Post development 1 year 24 hour:
12,037 ft'
I.
Controlling Orifice:
1.25"0 pipe
M.
Permitted Forebay Volume, ft3:
2,472
n.
Receiving Stream/River Basin: Vandemere Creek / Neuse River Basin
o.
Stream Index Number:
27-150-15-1
p.
Classification of Water Body:
"SC; Sw;_NSW"
8. The infiltration basin is serving as a secondary Best Management Practice as per
stormwater rules for projects within '/z mile of SA classified waters. The following
design criteria have been provided in the infiltration basin and must be provided
and maintained at design condition:
a. Drainage Area, acres:
b. Total Impervious Surfaces, ft2:
C. Design Storm, inches:
d.
e.
f.
9.
i.
j•
k.
I.
m.
n.
o.
P.
9•
3.64
36,829
difference in runoff for pre and
post development for 1year 24-
hour (3.5")
Basin Depth, feet:
1.0'
Bottom Elevation, FMS,z:
98.00
Bottom Surface Area, ft :
19,251
Bypass Weir Elevation, FMSY
98.50
Permitted Storage Volume, ft :
10,160
Predevelopment 1 year 24 hour:
2,326
Post -development 1 year 24 hour:
12,037
Type of Soil:
Altavista
Expected Infiltration Rate, in/hr:
0.6
Seasonal High Water Table, FMSL:
97.50
Time to Draw Down:
4.2 days
Receiving Stream/River Basin: Vandmere
Creek / Neuse River Basin
Stream Index Number:
27-150-15-1
Classification of Water Body:
" SC; Sw; NSW "
II. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
3. The permittee shall at all time provide the operation and maintenance necessary
Page 3 of 8

State Stormwater Management Systems
Permit No. SW7091015
to assure the permitted stormwater system functions at optimum efficiency. The
approved Operation and Maintenance Plan must be followed in its entirety and
maintenance must occur at the scheduled intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and re -vegetation of slopes and the vegetated filter strip.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of outlet structure, orifice device, level
spreader, filter strip, catch basins and piping.
Cl. Access to the outlet structure must be available at all times.
4. Records of maintenance activities must be kept for each permitted BMP. The
records will indicate the date, activity, name of person performing the work and
what actions were taken.
5. The permittee shall submit to the Division of Water Quality an annual summary
report of the maintenance inspection records for each BMP. The report shall
summarize the inspection dates, results of the inspections, and the maintenance
work performed at each inspection.
6. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
7. The facilities shall be constructed as shown on the approved plans. This permit
shall become void unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other
supporting data.
8. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A
modification may be required for those deviations.
9. 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.
10. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, lease or sale of all or part of the project
area. The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Mayor permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
Page 4 of 8

State Stormwater Management Systems
Permit No. SW7091015
11. 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.
12. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
13. A copy of the approved plans and specifications shall be maintained on file by
the Permittee at all times.
III. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director
In the event of a change of ownership, or a name change, the permittee must
submit a completed Name/Ownership Change form, to the Division of Water
Quality, signed by both parties, and accompanied by supporting documentation
as listed on page 2 of the form. 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.
2. The permittee is responsible for compliance with all permit conditions until such
time as the Division approves the transfer request.
3. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
4. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
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 permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
7. The permit issued shall continue in force and effect until revoked or terminated.
The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and re -issuance or
termination does not stay any permit condition.
8. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
9. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
10. 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 Session Law 2008-
211, Title 15A NCAC 21-1.1000, and NCGS 143-215.1 et.al.
Page 5 of 8

State Stormwater Management Systems
Permit No. SW7091015
11. The permittee shall notify the Division of any name, ownership or mailing
address changes at least 30 days prior to making such changes.
12. This permit shall be effective from the date of issuance until December 11, 2019.
Application for permit renewal shall be submitted 180 days prior to the expiration
date of this permit and must be accompanied by the processing fee.
Permit issued this the 5th day of June, 2013.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
cAdapXj for
Charles Wa it , P.E., Director
Division of ater Quality
By Authority of the Environmental Management Commission
Stormwater Permit No. SW7091015
Page 6 of 8

State Stormwater Management Systems
Permit No. SW7091015
Eascon Properties Development
Stormwater Permit No. SW7091015
Pamlico County
Designer's Certification
I, , as a duly registered in the
State of North Carolina, having been authorized to observe (periodically/ weekly/ full
time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
Page 7 of 8

State Stormwater Management Systems
Permit No. SW7091015
Certification Requirements:
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
15. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Washington Regional Office
Pamlico County Building Inspections

�va-ZcD
State of North Carolina
Department of Environment and Natural Resources !,
Division of Water Quality I !f' E D
STATE STORMWATER PERMIT NAME/OWNERSHIP CHANGE FORM
MAY 222013
I. CURRENT PERMIT INFORMATION
1. Stormwater Management Permit NumbK-. sw 7091015
2. Project Name
Eastcon Pro
evelooment
-rtlr`@ ARo
3. Current Permit Holder's Company Name/Organization: Eastcon Properties, LLC
4. Signing Official's Name: JE Hardison
5. Mailing Address:
City: Bayboro
P.O. Box 546 i/
Title: Owner
: NC Zip: 28515
6. Phone:( 252 745-7346 ✓ Fax: ()
It. PROPOSED PERMITTEE / OWNER / PROJECT / ADDRESS INFORMATION
This request is for: (please check all that apply)
® Name change of the owner (Please complete Items 1, 2 and 3 below)
❑ Name change of project (Please complete Item 5 below)
❑ Change in ownership of the property/company (Please complete Items 1, 2, 3, and 4 below)
❑ Mailing address / phone number change. (Please complete Item 4 below)
❑ Other (please explain):
1. Proposed permittee's company name/organization: KOKOMO, LLC
2. Proposed permittee's signing official's name: JE Hardison, Jr. ✓
3. Proposed permittee's title: owner
4. Mailing Address: P.O. Box 177
City: Bayboro State: NC Zip:
Phone: [phone] ✓ Fax:( )
5. New Project Name to be placed on
Please check the appropriate box. The proposed permittee listed above is:
❑ HOA or POA (Attach documentation showing that the HOA or POA owns, controls, or has a
recorded easement for all areas that contain stormwater system features. Print name of HOA or
POA in #1 above and provide name of HOA/POA's authorized representative in #2 above)
The property owner
❑ Lessee (Attach a copy of the lease agreement and complete Property Owner Information on
page 4)
❑ Purchaser (Attach a copy of the pending sales agreement. Final approval of this transfer will be
granted upon receipt of a copy of the recorded deed)
❑ Developer (Complete Property Owner Information on page 4)
-Nv,
SSW N/O Change Rev24Sept2012 Page 1 of 4

III. REQUIRED ITEMS
A request to transfer a permit will not be approved by the Division of Water Quality (DWQ) unless all
of the applicable required items listed below are included with the submittal. Failure to provide the
listed items may result in processing delays or denial of the transfer.
1. This completed and signed form. This certification must be completed and signed by both the
current permit holder and the new applicant if this is a change of ownership.
2. Legal documentation of the property transfer to a new owner.
3. A copy of any recorded deed restrictions, covenants, or easements, if required by the permit.
4. The designer's certification (DWQ Engineer and Designer Certification Forms are available from
each DWQ Regional office), if required by the permit and if not already submitted to DWQ.
5. If the proposed permittee is a firm, partnership, association, institution, corporation, limited liability
company, or other corporate entity, provide documentation showing the authority of the named
representative to act on behalf of the proposed permittee.
6. The $40.00 processing fee. If this is an initial transfer from the original permittee the processing
fee is not required. Subsequent ownership transfers will require the $40.00 processing fee.
IV. CURRENT PERMITTEE'S CERTIFICATION
Please check one of the following statements and fill out the certification below that statement:
x❑ Check here if the current permittee is only changing his/her/its name, the project name, or mailing
address, but will retain the permit. I, JE Hardison, Jr. , the current
permittee, hereby notify the DWQ that I am changing my name and/or I am changing my mailing
address and/or I am changing the name of the permitted project. I further attest that this application
for a name/ownership change is accurate and complete to the best of my knowledge. I understand
that if all required parts of this application are not completed or if all required supporting information
and attachments listed above are not included, this application package will be returned as
incomplete.
❑ Check here if current permittee is transferring the property to a new owner and will not retain
ownership of the permit.
1, , the current permittee, am submitting this application
for a transfer of ownership for permit # . I hereby notify DWQ of the sale or
other legal transfer of the stormwater system associated with this permit. I have provided a copy of
the most recent permit, the designer's certification for each BMP, any recorded deed restrictions,
covenants, or easements, the DWQ approved plans and/or approved as -built plans, the approved
operation and maintenance agreement, past maintenance records, and the most recent DWQ
stormwater inspection report to the proposed permittee named in Sections II and V of this form. I
further attest that this application for a name/ownership change is accurate and complete to the best
of my knowledge. I understand that if all required parts of this application are not completed or if all
required supporting information and attachments listed above are not included, this application
package will be returned as incomplete. I assign all rights and obligations as permittee to the
proposed permittee named in Sections II and V of this form. I understand that this transfer of
ownership cannot be approved by the DWQ unless and until the facility is in compliance with the
permit.
Signatu
JE Hardison. Jr
a Notary Public for the State of
Countyof c � , do hereby certify that
J<r personally appeared before me this the
day of �r1A �20 1, and acknowledge the'due execution of the
forgoing instrument. Witness my hand and official seal, -(Notary Seal)
Notary Signature \
SSW N/O Change Rev24Sept2012 Page 2 of 4
k

V. PROPOSED PERMITTEE CERTIFICATION: (This section must be completed by the
Proposed Permittee for all transfers of ownership)
I, JE Hardison, Jr. , hereby notify the DWQ that I have acquired
through sale, lease or legal transfer, the responsibility for operating and maintaining the permitted
stormwater management system, and, if applicable, constructing the permitted system. I
acknowledge and attest that I have received a copy of: (check all that apply to this permit)
®the most recent permit
the designer's certification for each BMP
❑ any recorded deed restrictions, covenants, or easements
® the DWQ approved plans and/or approved as -built plans
® the approved operation and maintenance agreement
epast maintenance records from the previous permittee (where required)
DWQ stormwater inspection report showing compliance within 90 days prior to this transfer
I have reviewed the permit, approved plans and other documents listed above, and I will comply with
the terms and conditions of the permit and approved plans. I acknowledge and agree that I will
operate and maintain the system pursuant to the requirements listed in the permit and in the
operation and maintenance agreement. I further attest that this application for a name/ownership
change is accurate and complete to the best of my knowledge. I understand that if all required parts
of this application are not completed or if all required supporting information and attachments listed
above are not Nclufied, thistapplication package will be returned as incomplete.
Sign
Date: s//3�3
a Notary Public for the State of
\K\ cNri r1c�_ , County of (�i�l(� �, do hereby certify that
\ 17 �An r- 6 < n c-� \r- personally appeared before me this the
\ day of ,
forgoing instrument. Witness my hand and officia
� i? '3 `��`Crlk2
Notary Signature �
20�, and acknowledge the due execution of the
seal, 7
(Notary Seal)
Additional copies of the original permit and the approved Operation and Maintenance agreement can
be obtained from the appropriate Regional Office of the Division of Water Quality.
This completed form, including all supporting documents and processing fee (if required), should be
sent to the appropriate Regional Office of the North Carolina Department of Environment and Natural
Resources, Division of Water Quality, as shown on the attached map.
Please note that if the Proposed Permittee listed above is not the property owner, the property owner
must complete and sign page 4 of this document. Both the lessee / developer and the property
owner will appear on the permit as permittees.
SSW N/O Change Rev24Sept2012 Page 3 of 4

VI. PROPERTY OWNER CONTACT INFORMATION AND CERTIFICATION
If the Proposed Permittee listed in Sections II and V of this form is not the Property Owner, the
Property Owner must provide his/her Contact Information below and sign this form:
Printed Name:
Organization: _
Title within the Organization:
Street Address:
City:
Mailing Address:
City:
Phone:
Email:
State:
(if different from street address)
State:
Fax:
Zip:
Zip:
I certify that I own the property identified in this permit transfer document and have given permission
to the Proposed Permittee listed in Sections II and V to develop and/or, lease the property. A copy
of the lease agreement or other contract, which indicates the party responsible for the construction
and/or operation and maintenance of the stormwater system, has been provided with the submittal.
As the legal property owner I acknowledge, understand, and agree by my signature below, that I will
appear as a permittee along with the lessee/developer and I will therefore share responsibility for
compliance with the DWO Stormwater permit. As the property owner, it is my responsibility to notify
DWO by submitting a completed Name/Ownership Change Form within 30 days of procuring a
developer, lessee or purchaser for the property. I understand that failure to operate and maintain the
stormwater treatment facility in accordance with the permit is a violation of NC General Statute
(NCGS) 143-215.1, and may result in appropriate enforcement action including the assessment of
civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
Signature of the property owner
County of
Date:
a Notary Public for the State of
do hereby certify that
personally appeared before me this the
day of , 20, and acknowledge the due execution of the
forgoing instrument. Witness my hand and official seal,
Notary Signature
(Notary Seal)
SSW N/O Change Rev24Sept2012 Page 4 of 4

• AVOLIS ENGINEERING. P.A.
�n
P.O. Box 15564 New Bern, North Carolina 28561 Office: 252.633.0068
/ pp ,w
V 6\P O�
P�
May 20, 2013
Mr. Al Hodge
Environmental Engineer
NCDENR - Water Quality Section
943 Washington Square Mall
Washington, NC 27889
C " nel
t"!5I
RE: Name/Ownership Change
Former Eastcon Properties, LLC Development
Griggs Road, Vandemere, Pamlico County, North Carolina
AE Project No. 09071
Dear Al:
�pJ o �� V
J (0n
r
Pr��i��
Enclosed please find the following for the above -referenced project for your review and
approval:
• State Stormwater Permit Name/Ownership Change Form
• Copy of Property Deed
• Copy of NC Secretary of State LLC Information for KOKOMO, LLC
• $40 Processing Fee / -'tafi, (b -VA-) Sla3/o
Should you have any questions relating to this matter or need any additional information, please
do not hesitate to call.
Sincerely,
K vin Avolis, P.E.
Pr sident
MAY 222013
UVV Q.V``vA'rx®

_ A�
FCEI ED
—, , /K.6t 1-42e
MAY 2 2 2013

^�4
ENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
May 23, 2013
Mr. Kevin Avolis, P.E.
Avolis Engineering, PA
PO Box 15564
5405 Morton Road
New Bern, NC 28561
Dear Kevin,
Division of Water Quality
Charles Wakild, P. E.
Director
John E. Skvarla, III
Secretary
We are returning the enclosed check to you since this is an initial transfer from the
original permittee (see page 2, Part III. Required Items, #6 of SSW N/O Change form).
If you have any questions regarding this please contact Samir Dumpor. He will be
processing the name/ownership change for you.
Sincerely,
Della Robbins
DWQ Admin. Asst.
NCDENR — WaRO
North Carolina Division of Water Quality
943 Washington Square Mall
Washington, NC 27889
Phone. [phone] FAX: [phone]
Internet. vrww.nowaterauahtv.oro
An Equal Opportunity \ Affirmative Action Employer
NorthCarolina
Naturally

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Account Login Register
North Corolina
Elaine F. Marshall DEPARTMENT OF THE
Secretary SECRETARYOFSTATE
PO Box 29622 Raleigh, NC 2762"622 [phone]
Date:5/15/2013
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Corporation Names
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NC KOKOMO,LLC LEGAL
Limited Liability Company Information
SOSID:
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Effective Date:
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State of Inc.:
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1282278
C�_Curreni Active
1 OT1012012
DOMESTIC
NC
PERPETUAL
CURRENT
HARDISON, J. ELDON, JR.
13588 NC HIGHWAY 55
BAYBORO NC 28515
POST OFFICE BOX 177
/
BAYBORO NC 28515
I/
NO ADDRESS
NO ADDRESS
This website is provided to the public as a part of the Secretary of State Knowledge Base (SOSKB) system. Version: 582
https://www. secretary. state.nc.us/corporations/Corp.aspx?PitemId=10093494

Page 1 of 2)
RETURNEDTO: ttgIIOYU f�/
DATE RETURNED:
I1M®INUMIDJIIENNWN10
Doe "' 0022018g0002 Typa: ORP
Recorded: 01/28/201J at 01:9923 Ph
Pee Aot: 920.00 Pape 1 of 2
Revenue Tex: $0.00
Panllco, W
Lynn H. Lwle Register of Deeds
w576 PD522-523
❑ If checked, the property includes the prunary residence of at least one of the parties depicted at grantor. (N.C.
Gen. Stat § 105-317.2)
NORTH CAROLINA
PAMLICO COUNTY
WARRANTY DEED
THIS DEED, made and entered into this 27th day of
November, 2012, by and between J. ELDON HARDISON, JR. and wife,
CHERYL W. HARDISON, Post Office Box 177, Bayboro, North Carolina
28515, hereinafter called "grantors", and KOKOMO, LLC, a North
Carolina limited liability company, 13588 North Carolina Highway
55, Bayboro, North Carolina 28515, hereinafter called "grantee";
W I T N E S S E T H:
That grantors, for and in consideration of the sum of
ten dollars and other good and valuable considerations to them in
hand paid, the receipt of which is hereby acknowledged, have
bargained and sold, and by these presents do bargain, sell and
convey to the said Kokomo, LLC, and its successors and assigns, a
certain lot or parcel of land in Pamlico County, North Carolina,
particularly described as follows:
In the Town of Vandemere at the end of Griggs
Road and beginning at an iron stake in the right
of way of said street, it being the northwest
corner of grantors' tract containing 7.98 acres
as shown on that map recorded in Map Cabinet A,
Slide 140-13, Pamlico County Registry and running
thence from said POINT OF BEGINNING North 80' 19'
20" East with grantors' northern line 164.76
feet, thence South 27° 44' 52" East 527.13 feet,
thence South 00° 26' 14" East 179.74 to the
northern edge of Vandemere Creek, thence with the
creek edge southward and westward to grantors'
southwest corner, thence North 16" 49' 00" West
732.84 feet to the POINT OF BEGINNING containing
3.8 acres, more or less.
EXCEPTING a perpetual, non-exclusive easement for
ingress, egress and regress and the installation
and maintenance of utilities within the right of
way of Griggs Road as shown on grantors' plat.
TO HAVE AND TO HOLD the aforesaid lot or parcel of
land, together with all privileges and appurtenances thereunto
Prcp2red by HOLLOWELL & HOLLOWELL
Attpmcys V Lsw
Bsybotq Npxth Camhps 28515
d2myk ,Y-'°
MAY 2 2 2013
b k 576 Page 522 Paget or2
Hook: 576 Page: 522 Seq: 1

'age 2 of 2)
belonging, to the said Kokomo, LLC and its successors and
assigns, in fee simple forever.
And grantors, for themselves, their executors and
administrators, covenant with grantee and its successors and
assigns, that they are seized of said premises in fee; that they
have a perfect right to convey the same in fee simple; that the
same are free and clear of all encumbrances whatsoever; and that
they will warrant and defend the title to the same against the
lawful claims of all persons whomsoever.
IN TESTIMONY WHEREOF, grantors have hereunto set their
hand and adopted as their seal the typewritten word "SEAL"
appearing beside each name, the day and year first above written.
STATE OF Net
7 r
COUNTY OF /QM t0
S;CA. M- njlfVVlfln_a t, a Notary Public in
and for said county and state, do hereby certify that J. ELDON
HARDISON, JR. and CHERYL W. HARDISON, either being personally
known to me or proven by satisfactory evidence (said evidence
being ), personally appeared before
me this day, and acknowledged the voluntary due execution of the
foregoing instrument by them for the purposes stated therein.
Witness my hand and notarial seal/stamp, this the i T-ff—
day of 'TdvtG L 1
My commission expires:
Ptepazed by HOLLOWELL & HOId.OWEU
Attorneys at Law
Baybo., North Ca[ohaa 28515
o k 570 Page 522 Page 2 of
Book: 576 Page: 522 seq: 2

FINANCIAL RESPONSIBILITY/OWNERSHIP FORM
SEDIMENTATION POLLUTION CONTROL ACT
No person may initiate any land -disturbing activity on one or more acres as covered by the Act before this
form and an acceptable erosion and sedimentation control plan have been completed and approved by the
Land Quality Section, N C. Department of Environment and Natural Resources. (Please type or print and, if
the question is not applicable or the e-mail and/or fax information unavailable, place N/A in the blank.)
Part A.
1. Project
2. Location of land -disturbing activity: County Pamlico City or
1 2009
Highway/Street Griggs Road Latitude 350 11' 33" N Longitude 760 39' 23" W rJ V4 i `. , '. -; I
3. Approximate date land -disturbing activity will commence: December 2009
4. Purpose of development (residential, commercial, industrial, institutional, etc.): Residential
5. Total acreage disturbed or uncovered (including off -site borrow and waste areas): 3.4 Acres
6. Amount of fee enclosed: $ 260.00 . The application fee of $65.00 per acre (rounded up to
the next acre) is assessed without a ceiling amount (Example: a 9-acre application fee is $585).
7 Has an erosion and sediment control plan been filed? Yes X No Enclosed X
8. Person to contact should erosion and sediment control issues arise during land -disturbing activity.
Name J E. Hardison, Jr E-mail
Telephone [phone] Cell # 252-6369479 Fax #
9. Landowner(s) of Record (attach accompanied page to list additional owners):
J.E. Hardison, Jr.
Name
P.O. Box 546
Current Mailing Address
Bayboro, NC 28515
City State Zip
252-745-7346
Telephone
Current Street Address
City
State
Fax Number
Zip
10 Deed Book No. 434 Page No. 820 Provide a copy of the most current deed
Part B.
Person(s) or firm(s) who are financially responsible for the land -disturbing activity (Provide a
comprehensive list of all responsible parties on an attached sheet): � ��� ����
Eastcon Properties LLC
Name E-mail Address
.9
P.O. Box 546 OCT 2 7 200
Current Mailing Address Current Street Address LAND CUFL,Ty nroT.aN
Bavboro. NC 28515 YIASHINGTON RECIONAL OFFICE
City State Zip City State Zip
Telephone [phone] Fax Number.

2. (a) If the Financially Responsible Party is not a resident of North Carolina, give name and street address
of the designated North Carolina Agent:
Name
Current Mailing Address
City State
Telephone
E-mail Address
Current Street Address
Fax Number
State Zip
(b) If the Financially Responsible Party is a Partnership or other person engaging in business under an
assumed name, attach a copy of the Certificate of Assumed Name. If the Financially Responsible
Party is a Corporation, give name and street address of the Registered Agent:
Name of Registered Agent
Current Mailing Address
E-mail Address
Current Street Address
City State Zip City State Zip
Telephone Fax
The above information is true and correct to the best of my knowledge and belief and was provided
by me under oath (This form must be signed by the Financially Responsible Person if an individual
or his attorney -in -fact, or if not an individual, by an officer, director, partner, or registered agent with
the authority to execute instruments for the Financially Responsible Person). I agree to provide
corrected information should there be any change in the information provided herein.
J.E. Hardison, Jr.
Type prin Onm7je�
Signa
Member/Manager Eastcon Properties LLC
Title or Authority
it! �oq.
Date
I, Beth Simmons a Notary Public of the County of Craven
State of North Carolina, hereby certify that J.E. Hardison.Jr. appeared personally before me this
day and being duly sworn acknowledged that the above form was executed by him.
Witness my hand and notarial seal, this9—d-"— day of Q 20 Qi
%N SIMM0,,�� ^ J
Notary
NOT4 Y My commission expires April 22, 2014
PUBLIC
4gVEN CO..�G`�```
z,1,'1,liIt11111-

LJOizn
DWQ USE ONLY
Date Received
Fee Paid
Permit Number
10-2_G-Oq
15w 7o9lol�
Applicable Rules:
(select all that apply)
❑ Coastal SW -1995 ❑ Coastal SW - 2008 ❑ Ph II - Post Construction
❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ M mt Plan: ZwAcP-
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name -should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Eascon Properties, LLC Development
2. Location of Project (street address):
City: Vandemere Cou nty:Paml ico
3. Directions to project (from nearest major intersection):
NC Highway 304 to Vandemere. Turn left on Griggs Road. Project is at end of Griggs Road on right
4. Latitude:35° 11' 33" N Longitude:76° 39' 23" W of the main entrance to the project.
IL PERMIT INFORMATION:
1. a. Specify whether project is (check one): ®New ❑Modification
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit number , its issue date (if known) and the status of
construction: ❑Not Started ❑Partially Completed* ❑ Completed* *provide a designer's certification
2. Specify the type of project (check one):
❑Low Density ®High Density []Drains to an Offsite Stormwater System []Other
3. If this application is being submitted as the result of a previously returned application or a letter from DWQ
requesting a state stormwater management permit application, list the stormwater project number, if
assigned, and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑LAMA Major
❑NPDES Industrial Stormwater
®Sedimentation/Erosion Control: 3.4 ac of Disturbed Area
0404/401 Permit: Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:
DEC 1 12009
Form SWU-101 Version 07July2009 Page I of

III. CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the project):
Applicant/ Organization: Eascon Properties LLC
Signing Official & Title:I.E. Hardison, Jr., Member/Manager
b.Contact information for person listed in item la above:
Street Address:
State: Zip:
Mailing Address (if applicable):P.O. Box 546
City:Bayboro State:NC Zip:28515
Phone: (252 ) 745-7346 Fax:
c. Please check the appropriate box. The applicant listed above is:
® The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
® Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Organization: I.E. Hardison, Jr.
Signing Official & Title: I.E. Hardison, Jr., Owner
b.Contact information for person listed in item 2a above:
Street Address:
City:
Mailing Address (if
City:Bayboro
Phone: (252 ) 745-7346
State:
State:NC Zip:28515 .
Fax: ( )
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization:
Signing Official & Title:
b. Contact information for person listed in item 3a above:
Mailing Address:
City:
Phone:
Fax:
4. Local jurisdiction for building permits: Pamlico Coup
Point of Contact: Skip Lee Phone #: (252 ) 745-3861
Form SWU-101 Version 07July2009 Page 2 of 6

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
See attached narrative.
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.Identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW -1995 ❑ Ph II - Post Construction
3. Stormwater runoff from this project drains to the Neuse River basin.
4. Total Property Area: 3.92 acres
5. Total Coastal Wetlands Area: 0.277 acres
6. Total Surface Water Area: 0 acres
7. Total Property Area (4) -Total Coastal Wetlands Area (5) -Total Surface Water Area (6) = Total Project
Area+:3.64 acres
Total project area shall be calculated to exclude the followin the normal pool of impounded stnictures, the area
between the banks of streams and rvers, the area below the Normal High Water (NHIM line or Mean High Water
(MHW) lute, and coastal wetlands landward from the NHW (or MHW) line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal wetlands landward of the NHW (or MHW) line unay
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 23.2
9. How many drainage areas does the project have?] (For high density, count 1 for each proposed engineered
stormwater BMP. For low density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information
Drainage Area 1
Drainage Area _
Drainage Area
Drainage Area
Receiving Stream Name
Vandemere
Creek
Stream Class
SC, Sw, NSW
Stream Index Number *
27-150-15-1
Total Drainage Area (so
158,608
On -site Drainage Area (so
158,608
Off -site Drainage Area (sf)
0
Proposed Impervious Area** (SO
36,829
Impervious Area** total
23.2
Impervious— Surface Area
Draina e Area 1
Draina e Area _
Draina e Area
Draina e Area
On -site Buildings/Lots (so
10,728
On -site Streets (so
13,620
On -site Parking (so
11,221
On -site Sidewalks (so
4T-221-
Other on -site (so
1,260
Future (so
Off -site (so
Existing BUA*** (so
Total (so:
36,829
* Stream Class and Index Number can be determined at: http.V1h2o.enr.state.nc.us/bims/reports/reportsWB.btml
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version 07July2009 Page 3 of

'Report only that amount of existing BUA that will remain after development. Do not report any existing BUA that
is to be removed and which will be replaced by new BUA.
11. How was the off -site impervious area listed above determined? Provide documentation.
Protects in Union County: Camact DWQ Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that may be subject to more stringent stormwater requirements as per NCAC 02B .0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from http://h2o.enr.state.nc.us/su/bmp forms.htm.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. A detailed application instruction sheet and BMP
checklists are available from h2p://h2o.enr.state.nc.us/su/bmp forms.htm. The complete application
package should be submitted to the appropriate DWQ Office. (The appropriate office may be found by locating
project on the interactive online map at httg/ /h2o.enr.state.nc.us/su/msi maps.htm.)
Please indicate that the following required information have been provided by initialing in the space provided for
each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions for
each submitted application package from hftp://h2o.enr.state.nc.us/su/bmp forms.htm.
1. Original and one copy of the Stormwater Management Permit Application Form.
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
http://www.envhelp.org/naves/onestopexpress.htmI for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/managementfor
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within 1/2 mile of the site boundary, include the'/z
mile radius on the map.
7. Sealed, signed and dated calculations.
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
I. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
1. Details of roads, drainage features, collection systems, and stormwater control measures.
m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
In' ials
d
r�
Form SWU-101 Version 07July2009 Page 4 of 6

o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required).
9. Copy of any applicable soils report with the associated SHWT elevations (Please identify
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"xll" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DWQ to verifij the SHWT pnor
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: 434 Page No: 820
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per NCAC 2H.1003(e). The
corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
hqp://www.secreta!y.state.nc.us/Corporations/CSearch.aspx
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from
htty://h2o.enr.state.nc.us/su/bmr) forms.htmkdeed restrictions. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DWQ and that they will be recorded prior to the sale of any lot.
Vill. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer:Kevin Avolis, P.E.
Consulting Firm: Avolis Engineering, P.A.
Mailing Address:P.O. Box 15564
City:New Bern
Phone: (252 ) 633-0068
Email:avolisengineerin embargmail.com
State:NC Zip:28561
Fax: (252 ) 633-6507
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 lnas been filled out, complete this
section)
I, (print or hjpe name of person listed in Contact Information, item 2a) I.E. Hardison, Jr. , certify that I
own the property identified in this permit application, and thus give permission to (print or hjpe name of person
listed in Contact Infannatnon, item la) I.E. Hardison, Jr. with (print or hjpe name of organization listed in
Contact Information, item 1 b) Eascon Properties, LLC to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
Form SWU-101 Version 07July2009 Page 5 of

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DWQ Stormwater permit reverts back to
me, the property owner. As the property owner, it is my responsibility to notify DWQ immediately and submit a
completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater treatment
facility without a valid permit. I understand that the operation of a stormwater treatment facility without a valid
permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement action including
the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
Signatu
do hereby certify
a Notary Public for the State of
Date:
County of
personally appeared
before me this —day of and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission
X. APPLICANT'S CERTIFICATION
1, (print or type name ofperson listed in Contact Information, item 2) f.E. Hardison, fr.
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective venants will be recorded, and that the proposed project complies with the requirements of the
applicable storp�ate: rules utKer 15A NCAC 2H .1000, SL 2006-246 (Ph. II - Post Construction) or SL 2008-211.
Date: k a� - -1 �q
I, i _a Notary Public for the State of Countyof
Cf O-Q vr^ do hereby certify that �.AR_� personally appeared
before me this day of cSLav :� 20�9 . and ac ow`le1dge-the due execution Dtheplication for
a stormwater permit. Witness my hand and official seal,��� Y l e`er
�N tSI M%
NOTARY
PUBLIC
SEAL
My commission expires CYO \ ) 2 ,2nts1
Form SWU-101 Version 07July2009 Page 6 of

Permit
(to be provided by DWD)
N
RMWA
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
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.
Project name
Contact person
Phone number
Date
Drainage area number
II. DESIGN INFORMATION
Site Characteristics
Easmn Properties, LLC
J E Hardison, Jr.
252-7457346
21"141i1
Drainage area
158,608 fiv
Impervious area, post -development
36,829 itz
% impervious
23.22 %
Design rainfall depth
1.5 in
Storage Volume: Non -SA Waters
Minimum volume required
It,
Volume provided
fta
Storage Volume: SA Waters
1.5' runoff volume
5,129 Ili
Pre -development 1-yr, 24-hr runoff
2,326 ff3
Post -development 1-yr, 24-hr runoff
12,037 ff3
Minimum volume required
9,711 ff1 (10 UF_�S
Volume provided 9,914 113
Peak Flow Calculations
Is the pre/post control of the 1yr 24hr storm peak flow required?
Y (Y or N)
1-yr, 24-hr rainfall depth
3.5 in
Rational C, pre -development
030 (undless)
Rational C, post -development
0.44 (unifless)
Rainfall intensity 1-yr, 24-hr storm
0.16 iNhr OK
Pre -development 1-yr, 24-hr peak flow
017 ft'Isec
Post -development 1-yr, 24-hr peak flow
0.00 ff3lsec
Pre/Post 1-yr, 24-hr peak flow control
-0.17 ft'Isec
Elevations
Temporary pool elevation
100.10 first
Permanent pool elevation
98.50 fmsl
SHWT elevation (approx. at the pen pool elevation)
98.00 tmsl
Top of 10ft vegetated shelf elevation
99.00 fmsl
Bottom of 1 Oft vegetated shelf elevation
9800 fmsl
Sediment deanout, top elevation (bottom of pond)
93.00 fmsl
Sediment deanout, bottom elevation
92.00 fmsl
Sediment storage provided
100 it
Is there additional volume stored above the state -required temp pool?
Y (Y or N)
Elevation of the top of the additional volume
1001 fmsl OK
C)�O� WA7- 9Oq
9
o
Form SW401-Wet Detention Basin -Rev 8-9117109 Parts 18II Design Summary, Page 1 of 2

Permit
(to be prov1ded by Dwo)
II. DESIGN INFORMATION
Surface Areas
Area, temporary pool
7,391 If
Area REQUIRED, permanent pool
3,918 ffz
SAIDA ratio
2.47 (unhess)
Area PROVIDED, permanent pool, A. i.
4,726 ft?
OK
Area, bottom of IN vegetated shelf, A, w,r
3,103 ft
Area, sediment cleanout, top elevation (bottom of pond), A,.
502 112
Volumes
Volume, temporary pool
ft,
Volume, permanent pool, Vp,,,, c
10,280 ft'
Volume, forebay (sum of forebays if more than one forebay)
2,472 fts
Forebay %of permanent pool volume
24.0% %
Insufficient forebay volume
SAIDA Table Data
Design TSS removal
90 %
Coastal SAIDA Table Used?
Y (Y or N)
Mountain/Piedmont SAIDA Table Used?
N (Y or N)
SAIDA ratio
2.47 (unitless)
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-2b)
N (Y or N)
Volume, permanent pool, Vpe,,,-gam
10,280 ft3
Area provided, permanent pool, A. -PA
4,726 ft
Average depth calculated
3.32 ft
OK
Average depth used in SAIDA, d.„ (Round to nearest 0.5ft)
3.5 ft
OK
Calculation option 2 used? (See Figure 10-2b)
Y (Y or N)
Area provided, permanent pool, A._.
4,726 ft
Area, bottom of tOft vegetated shelf, A,,.
3,103 ft'
Area, sediment cleanoul, top elevation (bottom of pond), Awl
502 f l
'Depth' (distance b/w bottom of 1 Oft shelf and top of sediment)
5.00 If
Average depth calculated
3.32 ft
OK
Average depth used in SAIDA, d., (Round to nearest 0.5ft)
3.5 ft
OK
Drawdown Calculations
Drawdown through onfice?
Y (Y or N)
Diameter of onfice (d circular)
125 in
Area of orifice (if-mm-circular)
in
Coefficient of discharge (Co)
0.60 (unitless)
Driving head (Ho)
053 It
Drawdown through weir?
N (Y or N)
Weir type
(unitless)
Coefficient of discharge (C„)
(umtless)
Length of weir (L)
ft
Dnving head (H)
ft
Pre -development 1-yr, 24-hr peak flow
0.17 fts/sec
Post -development 1-yr, 24-hr peak flow
0.00 ft3/sec
Storage volume discharge rate (through discharge onfice or weir)
0.52 ft'/sec
Storage volume discharge rate greater than predev. 1y24hr.
Storage volume drawdown time
4.00 days
OK, draws down in 2-5 days.
Additional Information
Vegetated side slopes
3 :1
OK
Vegetated shelf slope
10 .1
OK
Vegetated shelf width
10.0 ft
OK
Length of flowpath to width ratio
3 :1
OK
Length to width ratio
3.0 :1
OK
Trash rack for overflow & orifice?
Y (Y or N)
OK
Freeboard provided
1.0 ft
OK
Vegetated filler provided?
Y (Y or N)
OK
Recorded drainage easement provided?
Y (Y or N)
OK
Capures all runoft at ultimate build -out?
Y (Y or N)
OK
Drain mechanism for maintenance or emergencies is:
Pump
Fam SW401-Wet Detention Basin -Rev 8-9/17/09
Parts I & 11 Design Summary, Page 2 of 2

Permit No.
(to be provided by DWD)
III- REQUIRED ITEMS CHECKLIST
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.
Pagel Plan
In wls
Sheet No.
C4
1. Plans (i" - 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
- Basin dimensions,
- Pretreatment system,
- High Flow bypass system,
- Maintenance access,
- Proposed drainage easement and public right of way (ROV),
- Overflow device, and
- Boundaries of drainage easement.
C4
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.
C6
3. Section view of the wet detention basin (1" = 20' or larger) showing:
- Side slopes, 3:1 or lower,
- Pretreatment and treatment areas, and
- Inlet and outlet structures.
C4
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.
C6
5. A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for
forebay, to verify volume provided.
C4
6. A construction sequence that shows how the wet detention basin will be protected from sediment until
the entire drainage area is stabilized.
N
X
7. The supporting calculations.
X
8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
ems,_ X 9. A copy of the deed restrictions (If required).
v� X 10. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. County
soil maps are not an acceptable source of soils information.
Form SW401-Wet Detention Basm-Rev.8-9117M Part III. Required Items Checklist, Page 1 of 1

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
Wet Detention Basin Operation 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 defined 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 operation 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.
Form SW401-Wet Detention Basin O&M-Rev.4 Page 1 of 4

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
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.
Form SW40I-Wet Detention Basin O&M-Rev.4 Page 2 of 4

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
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. if applicable)
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 5.5 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 55:5 feet in the forebay, the sediment
shall be removed.
Sediment Removal
Bottom
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation 98.5
93 I Pe anen Pool
--------------- -- Volume Sediment Removal Elevation 93
92 ft Min.
-----------------------------=------------
Sediment Bottom Elevation 92
Storage
FOREBAY MAIN POND
1-ft
Storage
Form SW401-Wet Detention Basin O&M-Rev.4 Page 3 of 4

Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:Eascon Properties, LLC Development
BMP drainage area number:
Print name: J.E. Hardison, Jr.
Title: Member/Manager, Eascon Properties, LLC
Address: P.O. Box 546. Bayboro. NC 28515
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
1, ('�y 9 oS , a Notary Public for the State of
County of 0-0,yu . do hereby certify that
personally appeared before me this
day of f_\s, c Q 1� b, Zoo and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,
NOTARY
PUBLIC = V
�o`�.
�V ZN Ct0���0`�
SEAL
My commission expires j9pt'i I 22 2oty
Form SW40I-Wet Detention Basin O&M-Rev.4 Page 4 of 4

Permit No
(to be provided by D WQ)
©K A �pG W aTEH
�"� STORMWATER MANAGEMENT PERMIT APPLICATION FORM W
NCDENR 401 CERTIFICATION APPLICATION FORM
INFILTRATION 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.
11. PROJECT INFORMATION
Project Name
Eascon Properties, LLC
Contact Person
J E. Hardison, Jr.
Phone Number
252-745-7346 -
Date
7-Dec-09
Drainage Area Number
1
II. DESIGN INFORMATION
Site Characteristics
Drainage area
158,608.00
It'
Impervious area
36,829.00
ftz
Percent impervious
0.23
%
Design rainfall depth
1.50
in
Peak Flow Calculations
1-yr, 24-hr rainfall depth
3.52
in
1-yr, 24-hr intensity
0.16
in/hr
Pre -development 1-yr, 24-hr discharge
0.17
It"/sec
Post -development 1-yr, 24-hr discharge
0.00
ft3/sec
Pre/Post 1-yr, 24-hr peak Flow control
-0.17
ft3/sec
Storage Volume: Non -SA Waters
Minimum design volume required
ff,
Design volume provided
It'
Storage Volume: SA Waters
1.5' runoff volume
5129.00
Its
Pre -development 1-yr, 24-hr runoff volume
2,326.00
rya
Post -development 1-yr, 24-hr runoff volume
12,037.00
rya
Minimum required volume
9711.00
It'
Volume provided
10,160.00
tts
Soils Report Summary
Soil type
Altavista
Infiltration rate
0.06
Inmr
SHWT elevation
9750
fmsl
Basin Design Parameters
Drawdown time
420
days
Basin side slopes
3.00
:1
Basin bottom elevation
9800
fmsl
Storage elevation
98.50
fmsl
Storage Surface Area
21,388.00
ft
Top elevation
29.00
fmsl
Basin Bottom Dimensions
Basin length
Varies
It
Basin width -
Varies
It
Bottom Surface Area
19,251 00
ftz
OK
OK
OK
Raise basin bottom, Must be at least 2-ft above SHWT
Form SW401-Infdtratwn Basm-Rev 4 Pans I a It. Design Summary, Page 1 of 2

Permit No.
(to be pronoeo by DWQ)
Additional Information
Maximum runoff to each inlet to the basin?
1.00
ac-in
OK
Length of vegetative filter for overflow
50.00
ft
OK
Distance to structure
50.00
ft
OK
Distance from surface waters
50.00
ft
OK
Distance from water supply well(s)
100.00
ft
OK
Separation from impervious soil layer
050
ft
Bottom must be atleast 2-ft above bedrock or impervious soil layer
Naturally occudng soil above shwt
050
ft
Minimum of atleast 1-ft of naturally occuring soil above shwt
Bottom covered with 4-in of clean sand?
Y
(Y or N)
OK
Proposed drainage easement provided?
Y
(Y or N)
OK
Capures all runoff at ultimate build -out?
Y
(Y or N)
OK
Bypass provided for larger storms?
N
(Y or N)
Must provide bypass for larger flows
Pretreatment device provided
Stormwater Pond
Form SW401-Infiltration Basin -Rev 4 Parts I. & 11. Design Summary, Page 2 of 2

Permit
III. REQUIRED ITEMS CHECKLIST
(to be provided by DWQ)
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Pagel Plan
Ini ials
Sheet No.
C6
1. Plans (1" - 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
- Basin dimensions,
- Pretreatment system,
- High flow bypass system,
- Maintenance access,
- Proposed drainage easement and public right of way (ROW),
- Overflow device, and
- Boundaries of drainage easement.
C6
2. Partial plan (1" = 30' or larger) and details for the infiltration basin showing:
- Bypass structure,
- Maintenance access,
- Basin bottom dimensions,
- Basin cross-section with benchmark for sediment cleanout,
- Flow distribution detail for inflow,
- Vegetated filter, and
C6
-Pretreatment device.
3. Section view of the infiltration basin (1" = 20' or larger) showing:
- Pretreatment and treatment areas, and
- Inlet and outlet structures.
C6
4. A table of elevations, areas, incremental volumes & accumulated volumes to verify the volume provided.
Calcs
5. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. The
results of the soils report must be verified in the field by DWO, by completing & submitting the soils
investigation request form. County soil maps are not an acceptable source of soils information.
C4
6. A construction sequence that shows how the infifiration basin will be protected from sediment until the
entire drainage area is stabilized.
_f
X
7. The supporting calculations.
X
8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
X
9. A copy of the deed restrictions (if required).
Form SW401-Infiltration Basin-Rev.4 Page 1 of 1 Part III. Required Items Checklist, Page 1 of 1

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
Infiltration Basin Operation 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.
Important maintenance procedures:
— The drainage area will be carefully managed to reduce the sediment load to the
infiltration basin.
— Immediately after the infiltration basin is established, the vegetation will be
watered twice weekly if needed until the plants become established (commonly
six weeks).
— No portion of the infiltration basin will be fertilized after the initial fertilization
that is required to establish the vegetation.
— The vegetation in and around the basin will be maintained at a height of
approximately six inches.
After the infiltration basin is established, it will be inspected once a quarter and within
24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a Coastal
County). Records of operation and maintenance will be kept in a known set location
and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the
Areas of bare soil and/or
Regrade the soil if necessary to
infiltration 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.
The inlet device: pipe or
The pipe is clogged (if
Unclog the pipe. Dispose of the
swale
applicable).
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged (if
applicable).
Erosion is occurring in the
Regrade the swale if necessary to
swale (if applicable).
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
Form SW401-Infiltration Basin O&M-Rev.3 Page 1 of 3

BMP element:
Potentialproblem:
How 1 will remediate theproblem:
The forebay
Sediment has accumulated
Search for the source of the
and reduced the depth to 75%
sediment and remedy the problem if
of the original design depth,
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred or
Provide additional erosion
riprap is displaced.
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 pesticides are used, wipe
them on the plants rather than
spraying.
The main treatment area
A visible layer of sediment
Search for the source of the
has accumulated.
sediment and remedy the problem if
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP. Replace any media that
was removed in the process.
Revegetate disturbed areas
immediately.
Water is standing more than
Replace the top few inches of filter
5 days after a storm event.
media and see if this corrects the
standing water problem. If so,
revegetate immediately. If not,
consult an appropriate professional
for a more extensive repair.
Weeds and noxious plants are
Remove the plants by hand or by
growing in the main
wiping them with pesticide (do not
treatment area.
The embankment
Shrubs or trees have started
-spray).
Remove shrubs or trees
to grow on the embankment.
immediately.
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 NC Division of Water
damage have occurred at the
Quality 401 Oversight Unit at 919-
outlet.
733-1786.
Form SW401-Infiltration Basin O&M-Rev.3
Page 2 of 3

' Permit Number:
(to be provided by DWQ)
acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name: Eascon Properties, LLC
BMP drainage area number: 1
Print name: J.E. Hardison. Jr.
Title: Member/Manager, Eascon Properties, LLC
Address: P.O. Box 546, Bavboro, NC 28515
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.
ttiyr�I— , a Notary Public for the State of
fro Ctrs , County of CX O,V er- , do hereby certify that
personally appeared before me this i 1
day of 2Qjz�9 , and acknowledge the due execution of the
forgoing infiltration basin maintenance requirements. Witness my hand and official seal,
NOTARY
PUBLIC
SEAL
My commission expiresl--]p,�t I Z2,
Form SW401-Infiltration Basin O&M-Rev3
Page 3 of 3