SW7060418_CURRENT PERMIT_20060601

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW %()
DOC TYPE
� CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
�JOloD(o0 �
YYYYMMDD

t �OF W A TF9Q
`)
Michael. F. Easley, Governork�O
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Mr. John Sheppard
Pamlico Consort, LLC
PO Box 181
Oriental, NC 28571
Dear Mr. Sheppard:
Alan W. Klimek, P.E. Director
Division of Water Quality
June 1, 2006
Subject: Stormwater Permit No. SW7060418
Pointe Marina Condominiums
High Density Project
Pamlico County
The Washington Regional Office received a complete Stormwater Management Permit Application for
Pointe Marina Condominiums on June 1, 2006. Staff review of the plans and specifications has
determined that the project, as proposed, will comply with the Stormwater Regulations set forth in Title
15A NCAC 2H.1000. We are forwarding Permit No. SW7060418 dated June 1, 2006, for the construction
of the subject project.
This permit shall be effective from the date of issuance until June 1, 2016, and shall be subject to the
conditions and limitations as specified therein. Please pay special attention to the Operation and
Maintenance requirements in this permit. Failure to establish'an adequate system for operation and
maintenance of the stormwater management system will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing upon written request within sixty (60) days following receipt of this permit.
This request must be in the form of a written petition, conforming to Chapter 150B of the North Carolina
General Statutes, and filed with the Office of Administrative Hearings, P.O, Drawer 27447, Raleigh, NC
27611-7447. Unless such demands are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please contact Amy
Franklin, or myself at [phone],
incere ,
AAl
LT
odge, eglonal Supervisor
Surface Water Protection Section
Washington Regional Office
AHlalf
cc: Kevin Avolis, PE
Pamlico County Building Inspections
Washington Regional Office
Central Files
No ` Carotin
Naturally
North Carolina Division of Water Quality Washington Regional Office Phone [phone] FAX [phone] Customer Service
Internet: ngwaterguality.or 943 Washington Square Mall, Washington, NC 27889 1-877.623.6748
An Equal Opportunity/Affirmative Acton Employer— 50% Recycled110% Post Consumer Paper

State Stormwater Management Systems
Permit No. SW7060418
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
Pamlico Consort, L.L.0
Pointe Marina Condominiums
Pamlico County
FOR THE
construction, operation and maintenance of 2 bioretention areas in compliance with the
provisions of 15A NCAC 2H .1000 (hereafter referred to as the "stormwater rules') and
the approved stormwater management plans and specifications and other supporting
data as attached and on file with and approved by the Division of Water Quality and
considered a part of this permit.
This permit shall be effective from the date of issuance until June 1, 2016, and shall be
subject to the following specified conditions and limitations:
I, DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described on page 2 of this permit, the Project Data Sheet. The
stormwater controls have been designed to handle the runoff from 38,822
square feet of impervious area.
3. The tract will be limited to the amount of built -upon area indicated on page 2 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.

State Stormwater Management Systems
Permit No. SW7060418
6. The following design criteria have been provided in the bioretention area and
must be maintained at design condition:
Area 1
Area 2
a.
Drainage Area, ftz
77,578
45,216
b.
Total Impervious Surfaces, ft2
27,843
10,979
c.
TSS removal efficiency:
85%
85%
d.
Bioretention Depth, inches:
14
12
e.
Temporary Ponded Depth
Elevation, FMSL:
5.0
5.0
f.
Bioretention Bottom Elevation,
FMSL.
5.5
5.5
q.
Bioretention Surface Area, ftz:
3,490
1,842
h.
Permitted Storage Volume,
ft3:
4,711
2,211
I.
Receiving Stream/River
Basin:
Broad Creek
Stream Index Number:
27-141
k.
Classification of Water Body:
SA:HQW:NSW
II. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance
necessary to assure the permitted stormwater system functions at optimum
efficiency. The approved Operation and Maintenance Plan must be followed in
its entirety and maintenance must occur at the scheduled intervals including, but
not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
c. Mowing and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of outlet structure, flow spreader, catch
basins and piping.

State Stormwater Management Systems
Permit No. SW7060418
g. Access to the outlet structure must be available at all times.
4. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
5. The facilities shall be constructed as shown on the approved plans. This permit
shall become voidable unless the facilities are. constructed in accordance with
the conditions of this permit, the approved plans and specifications, and other
supporting data.
6. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A
modification may be required for those deviations.
7. If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
8. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
9. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, lease or sale of all or part of the project
area. The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
10. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
11. A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction.
12. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying.the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
13. This permit shall be effective from the date of issuance until June 1, 2016.
Application for permit renewal shall be submitted 180 days prior to the expiration

State Stormwater Management Systems
Permit No. SW7060418
date of this permit and must be accompanied by the processing fee.
III. GENERAL CONDITIONS
1. This permit is not transferable except after notice to and approval by the Director.
In the event of a change of ownership, or a name change, the permittee must
submit a formal permit transfer request to the Division of Water Quality,
accompanied by a completed name/ownership change form, documentation
from the parties involved,. and other supporting materials as may be appropriate.
The approval of this request will be considered on its merits and may or may not
be approved. The permittee is responsible for compliance with all permit
conditions until such time as the Division approves the transfer request.
2. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
3. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local,, state, and federal) having jurisdiction.
4. In the event that the facilities fail to perform satisfactorily, including the creation
of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
5. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
6. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition.
7. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
8. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
9. The permittee shall notify the Division any name, ownership or mailing address
changes within 30 days.
Permit issued this the 1st day of June 2006.
NO TH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
L for
Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission

State Stormwater Management Systems
Permit No. SW7060418
Pointe Marina Condominiums
Stormwater Permit No. SW7060418
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:
SEAL
Signature
Registration Number
Date

State Stormwater Management Systems
Permit No. SW7060418
Certification Requirements:
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1,
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
15. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Regional Office
Pamlico County Building inspections

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRIAN WRENN
Acting Director
NORTH CAROLINA
EnvLrottmentai QuaUty
February 5, 2020
Pamlico Consort, LLC
Attention: Doris R. Bray, Registered Agent
235 N Elm St. Ste 1500
Greensboro, NC 27401
Subject: Stormwater Permit No. SW7060418 Renewal
Pointe Marina Condominiums
High Density Stormwater Project
Dear Doris R. Bray: Pamlico County
A Division of Energy, Mineral, and Land Resources file review has determined that
Stormwater Permit SW7060418 for a stormwater treatment system consisting of two
bioretention areas to serve a proposed Pointe Marina Condominiums project located
256 Old Lupton Road, Merritt, NC expires on June 1, 2020. This is a reminder that
permit renewal applications are due 180 days prior to expiration. We do not have a
record of receiving a renewal application.
To keep this permit active please submit a completed permit renewal application along
with a $505.00 fee for permit renewal. If this project was not constructed and you do not
wish to maintain the permit, please advise. Permit application forms for renewal can be
found on our website at:
htt de v a ut i - -al-land-resources/energy-MinQral-land-
rules'Istormwater-program/post-constr ctia tion. North Carolina General Statutes and the
Coastal Stormwater rules require that this property be covered under a stormwater
permit if the project is constructed.
If you have questions, please feel free to contact me at [phone]. 1 will be glad to
discuss this by phone or meet with you. If you would like, I can e-mail you a copy of the
application forms. You can request a copy by e-mailing me at roger_thor,le@ncdenr_.gov.
Sincerely,
Ro er K. Thorpe
Environmental Engineer
North Carolina Department of Environmental Quality I DKIslon of Energy, Mineral and Land Resources
_ Washington Regional Office 1 943 Washington Square Mal] I Washington, North Carolina 27889
m+a� Jr 252.946,6481

DWQ-WARD State of North Carolina
Lkl r Department of Environment and Natural Resources
REGE 9 — Division of Water Quality
APR 2 7 205TORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
DWQ-WARD
1. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
Pamlico Consort, LLC
2. Print Owner/Signing Oflicial's name and title (person legally responsible for facility and compliance):
John Sheppard, Member / Manager
3. Avlailing Address for person listed in item 2 above:
P.O. Box 181
Cite: Oriental
Telephone .Number: � 252 ? 670-6787
State: NC Zip: 28571
a. Project \`ame (subdivision, facili[N,, or establishment name - should be consisient \%-ith project name on plans.
specifications, letters. operation and inainienance agreements, etc.):
Pointe Marina Condominiums
5. Location of Project (street address):
256 Old Lupton Road _
City: Whortonsville _ County: Pamlico
6. Directions to project (from nearest major intersection):
Take NCSR 1325 to NCSR 1327. Turn right. Project is 1,500 feet south at
end of NCSR 1327 (Old Lupton RoadO.
7. Latitude: N 35.09325° Longitude: ' W 76.63247° of project
8. Contact person who can answer questions about the project:
Name: John Sheppard Telephone Number.
I1, PERMIT INFORMATION:
1- Specify whether project is (check one): X New Renewal
Form S"'U-101 Version 3.99 Paae I of
252 � 670-6787
Modification

t`
2. If this application is being subrniWN5 the result of a renewal or modification to an existing permit. list the
existing permit number and its issue date (if known)
3. Specify the type of project (check one):
Low Density X High Density Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
_XCAMA Major Sedimentation/Erosion Control _404/401 Permit _NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
Ill. PROJECT INFORMATION
1. In the space provided belo%v, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing Stormwater management for the project .
2. Storrnwater runoff from this project drains to the
3. Total Project Area: 2.86 acres
5. How many drainage areas does the project have' 2
Neuse River basin.
4
Project Built Upon ,area: 31 .1$ (Total Project)
-33.89%s(Basin`#1 )
23.25%(Basin #2)
G. Complete the follo�%ing information for each drainage area. If there are more than two drainage areas in the
project. attach an additional sheet wkh the information for each area provided in the same format as below.
Basin Information
Drainage :area 1
Drainage .area 2
Receiving Stream Name IBroad
Creels
113road Creek
Receiving Stream Class
A,HOW, NSW
H W NSW
Drainage Area
77, 578 SF, 1.78 Ac.
45,216 SF, 1.08 Ac.
Existing Impervious' Area
0
0
Proposed Impervious*Area
27,843 SF, 0.64 Ac.
10,979 SF, 0.25 Ac.
% Impervious` Area (total)
35.89$
0 '� 4 . 25 b
Impervious* Surface Area
Drainage Area 1
Drainage Area 2
On -site Buildings
13, SF
1 SF
On -site Streets
0 SF
0 SF
On -site Parking
13,983 SF
4,138 SF
On -site Sidewalks
0 SF
0 SF
Other on -site
Off -site
Total•. 271843 SF, 0.64 Ac.
Total: 10,979 SF, 0.25 Ac.
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 3.99 Page 2 of 4

7. How was the off -site impervious area listed above derived?
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparceis and future development prior to the sale of any lot. If lot sizes vary significantly, a table
listing each lot number, size and the allowable built -upon area for each lot must be provided as an attachment.
1. The following covenants are intended to ensure ongoing compliance i0th state stormvi'ater management permit number
as issued by the Division of Water Quality. These covenants may not be
changed or deleted i0thout the consent of the State-
2. No.rnore than 38 t 822_ square feet of any lot shall be covered by structures or impervious materials.
Impervious materials include asphalt, gravel, concrete, brick, stone. slate or similar material but do not include wood
decking or the ivater surface of swirrrming pools.
3. Swales shall not be filled in. piped, or altered eXcept as necessary to provide driveway crossings.
4. Built -upon area in excess of the permitted anaount requires a state storrrrwater management permit modification prior to
construction.
5. .all permitted runoff from outparcels or future development shall be directed into the permitted srorrnivater control
systern. These connections to the stormttater control system shall he performed in a manner that maintains the integrity
and performance of the system as permitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shail include all the applicable items required above. that the covenants will be binding on all parties and persons
ciairning under there, that they will run with the land, that the required covenams cannot be changed or deleted
without concurrence from the State. and that they w ll be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for each
BNIP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the status
and availability of these forms.
Form SWU-102
Wet Detention Basin Supplement
Form SWU-103
Infiltration Basin Supplement
Form SWU-104
Low Density Supplement
Form SWU-105
Curb Outlet System Supplement
Form SWU-106
Off -Site System Supplement
Form SWU-107
Underground Infiltration Trench Supplement
Form SWU-108
Neuse River Basin Supplement
Form SWU-109
Innovative Best Management Practice Supplement
Form SWU-101 Version 3.99 Pa<,e 3 of

VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
1. Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
Initials
• Original and one copy of the Stormwater Management Permit Application Form C4
• One copy of the applicable Supplement Form(s) for each BA4P
• Permit application processing fee of $420 (payable to NCDENR)
• Detailed narrative description of stormwater treatment/management ' —
• Two copies of plans and specifications, including:
Development/Project name
Engineer and firm
Legend
North arrow
Scale
Revision number fi date
Mean high water line
Dimensioned property/project boundary
Location map With named streets or NCSR numbers
Original contours, proposed contours. spot elevations. finished floor elevations
Details of roads. drainage features. collection systems. and stornwcater control measures
\%'etlands delineated, or a note on plans that none exist
Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
Drainage areas delineated
Vegetated buffers (where required)
Vll. ACE.NT AUTHORIZ.ATI01
Pf you wish to designate authority to another individual or firm so that they may provide information on your
behalf. please complete this section.
Desionated agent (individual or firm): Avolis Engineering, P.A.
,Mailing Address: P.O. Box 15564
City: New Bern State: NC Zip: 28561
Phone: (__252 1 633-0068
VIII. APPLICANT'S CERTIFICATION
Fax: ( 252 ) 633-6507
1, (print or type name of person listed in General Information, itern 2) John Sheppard
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of 15A
NCAC 2H .1000.
Signatur
Johnpard, Member
Pamlico Consort, LLC
Fonn SIVU• 101 Version 3.99 I aee 4 of 4
Date: March 8, 2006

BECERVED
STORMWATER SYSTEM MAINTENANCE PLAN APR 2 7 2006
POINTE MARINA CONDOMINIUMS DWQ-WARO
NCSR 1327, PAMLICO COUNTY, NORTH CAROLINA
The stormwater system is defined as the (2) infiltration basins, collection system, outlet structure
and swales.
Maintenance activities shall be performed as follows:
After every significant runoff producing rainfall event and at least monthly:
A. inspect the entire stormwater system for sediment accumulation, erosion,
trash accumulation, vegetated cover and general condition.
B. Check and clear all drainage devices of any obstructions such that overflow
will discharge.
2. Repair eroded areas immediately, re -seed as necessary to maintain full vegetative
cover, mow vegetative cover to maintain a maximum height of six -inches and
remove trash as needed.
3. Inspect and repair the collection system (piping, swales, rip rap, etc.) quarterly to
maintain proper functioning.
4. Remove accumulated sediment from the infiltration basins semi-annually or when
sediment accumulates to reduce the design depth by 25% for each basin.
Removed sediment shall be disposed of in an appropriate manner and shall be
handled in a manner that will not adversely impact water quality.
5. If the basins must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain shall be minimized to the
maximum extent practical.
6. All components of the stormwater system shall be maintained in good working
order.
I acknowledge and agree by my signature that I am responsible for the performance and
maintenance of the Stormwater Collection and Treatment System approved and permitted for
Pointe Marina Condominiums, NCSR 1327, Pamlico County, North Carolina. I agree to notify
DWQ of any problems with the system or prior to any changes to the system or responsible party.

Print Name: John Sheppard
Title: Member/Manager - Pamlico Consort, LLC
Address: P.O. Box 181, Oriental, North Carolina 28571
Phone: [phone]
Signature:
Date: March 8, 2006
I, Beth Simmons, a Notary Public for the State of North Carolina, County of Craven, do hereby
certify that John Sheppard personally appeared before me this 8' day of March, 2006, and
acknowledge the due execution of the foregoing wet (wetland) detention basin maintenance
requirements. Witness my hand and official seal,
..........
r . NOTARY
—fir—
C1
' PUBLIC
,p•.
Ai COS
SEAL
My commission expires April 22, 2009.

cw7j ��
In accordance with Title 15 NCAC 2H.1000, the Coastal Stormwater Management Regulations, deed
restrictions and protective covenants are required for High Density Residential 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.
John Sheppard , acknowledge, affirm and agree by my signature below, that
will cause the following deed restrictions and covenants to be recorded prior to the sale of any lot:
1. The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number 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. 38,822
6. The maximum allowable built -upon area per lot is square feet. 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 the ditional measures.
Signatur Date: March 8, 2006
I, Beth Simmons a Notary Public in the
State of North Carolina County of Craven
do hereby certify that John Sheppard personally appeared
before me this the 8th day of March 20 06 and acknowledge
the dye execution of the foregoing instrument. Witness my hand and official seal,
gnature
My Commission expires April. 22, 2009
NOTARY 's
^PUBLICLL`•���.en�.w eDOQae�
d�•psi^
vO

Permit No.
(to be provided bY DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWO Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a stormwater management permit application, an
infiltration basin supplement for each system, design calculations, soils report and plans and specifications
showing all stormwater conveyances and system details.
1. PROJECT INFORMATION
Project Name : Pointe Marina Condominiums
Contact Person: John Sheppard
This worksheet applies to: Basin No.
1
ea., iderarfled on plarin
Phone Number: ( 252) __ 670-6787
in Drainage Area 1
!from Farm Si!'U-101 i
11. DESIGN 1NFORNIATIO` - Attach supporting calculations/documentation. The soils report must he
based upon an actual field investigation and soil borings. County soil maps are not an acceptable source
of soils information. All elevations shall be in feet mean sea level (fmsl).
Soils Report Summary
Soil Type Medium to Fine Sand
1,_.
Infiltration Rate 2.0 .n(hr or cf/hr/sf (circle appropriate units)
SHWT Elevation 1 _7' _ furs] (Seasonal Nigh 6f'ater Table elevation)
Basin Design Parameters
Design 5totzrt 1. 5 inch (1.5 inch event for S9 waters, 1 inch evew for others)
Design Volume _ 4,376 c.f.
Drawdown Time Q -1 days
Basin Dimensions
Basin Size
Basin Volume Provided
Basin Elevations
Bottom Elevation
Storage Elevation
Top Elevation
Irregular ft. x
4,711 c.£
3.8 fmsl
5.0 fmsl
_5.5_ fmsl
ft. = 3,490 Sq. ft. (bottom dimensions)
Form S11'U-103 Rev 3.99 Page 1 of 3

Permit No.
(to be provided by D t1-Q)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality laCb,
`ECFVE 00
STORMWATER MANAGEMENT PERMIT APPLICATION FORM tL�
APR 2 7 2006
INFILTRATION BASIN SUPPLEMENT
This form may be photocopied for use as an original DWQ_WARO
DWQ Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a stormwater management permit application, an
infiltration basin supplement for each system, design calculations, soils report and plans and specifications
showing all stormwater conveyances and system details.
1. PROJECT INFORMATION
Project Name
Contact Person
Pointe Marina Condominiums
John Sheppard
This workshect applies to: Basin No.
1
ras idenft fled orr plans)
Phone Number: ( 252) 670-6787
in Drainage Area 1
(front Form S«'U-01)
Ill. DESIGN INFORMATION - Attach supporting calculations/documentation. The soils report must be
based upon an actual field'itivestigation and soil borings. County soil reaps are not an acceptable source
of soils information. All elevations shall be in feet mean sea level (fins]).
Soils Report Summary
Soil Type
Infiltration Rate
SHWT Elevation
Basin Design Parameters
Design Storm
Design Volume
Drawdown Time
Basin Dimensions
Basin Size
Basin Volume Provided
Basin Elevations
Bottom Elevation
Storage Elevation
Top Elevation
Medium to Fine Sand
6.0 in/hr or cf/hr/sf (circle appropriate units)
1.71
.71 find (Seasonal Nigh {Pater Table elevation}
1.5 inch (1.5 inch e7 etrt fin- S9 wants, I inch even! for others)
4,376 c.f.
4.1 days
Irregular ft. x
4,711 -c.f.
3.8
fllsl
5.0
fmsl
5.5
fills]
ft. = 3, 490 sq. ft. (bottom din rcnsions)
Form SWU-103 Rev 3.99 Page I of 3

III. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate that the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. Attach justification if a requirement has not been met.
Applicants Initials
,d a. System is located 50 feet from class SA waters and 30 feet from other surface waters.
d' b. System is located at least 100 feet from water supply wells.
c. Bottom of system is at least 2 feet above the seasonal high water table.
C/ d. Bottom of the system is 3 feet above any bedrock or impervious soil horizon.
cl e. System is not sited on or in fill material or DWQ approval has been obtained.
f. System is located in a recorded drainage easement for the purposes of operation and
maintenance and has recorded access easements to the nearest public right-of-way.
4 g. Drainage area for the device is less than 5 acres.
el h. Soils have a minimum hydraulic conductivity of 0.52 inches per hour and soils report is
attached.
21 i. System captures and infiltrates the runoff from the first 1.0 inch of rainfi (1.5 ' ch event for
areas draining to SA waters ). Design volume and infiltration calculations attached.
j. System is sized to take into account the runoff at the ultimate built -out potential from all
surfaces draining to the system, including any off -site drainage. Calculations attached.
6_1 k. All side slopes stabilized with vegetated cover are no steeper than 3:1 (H:V).
O 1. A pretreatment device such as a catch basin, grease trap, filter strip, grassed swalc or
sediment trap is provided.
m. Bottom of the device is covered with a layer of clean sand to an average depth of 4 inches or
dense vegetative cover is provided.
n. Vegetated filter is provided for overflow and detail is shown on plans (Required minimum
length is 50 feet for SA waters, 30 feet for other waters).
f o. Flow distribution mechanism within the basin is provided.
-. p. A benchmark is provided to determine the sediment accumulation in the pretreatment device.
q. Runoff in excess of the design volume bypasses off-line systems (bypass detail provided).
r. System is designed to draw down the design storage volume to the proposed bottom
elevation under seasonal high water conditions within five days. A soils report and all
pertinent draw -down calculations are attached.
4Mr s. Plans ensure that the installed system will meet design specifications (constructed or
restored) upon initial operation once the project is complete and the entire drainage area is
stabilized.
Form SWU-103 Rev 3.99 Page 2 of 3

IV. INFILTRATION BASIN OPERATION AND MAINTENANCE AGREEMENT
l . After every runoff producing rainfall event and at least monthly inspect the infiltration system for erosion,
trash accumulation, vegetative cover, and general condition.
2. Repair eroded areas immediately, re -seed as necessary to maintain adequate vegetative cover, mow
vegetated cover to maintain a maximum height of six inches, and remove trash as needed.
3. After every runoff producing rainfall event and at least monthly inspect the bypass, inflow and overflow
structures for blockage and deterioration. Remove any blockage and repair the structure to approved design
specifications.
4. Remove accumulated sediment from the pretreatment system and infiltration basin annually or when depth
in the pretreatment unit is reduced to 75% of the original design depth. The system shall be restored to the
original design depth without over -excavating. Over -excavating may cause the required water table
separation to be reduced and may compromise the ability of the system to perform as designed. Removed
sediment shall be disposed of in an appropriate manner and shall not be handled in a manner that will
adversely impact water quality (i.e. stockpiling near a stormwatcr treatment device or stream, etc.).
A benchmark shall be established in the pretreatment unit. The benchmark will document the original
design depth so that accurate sediment accumulation readings can be taken. The measuring device used to
determine the depth at the benchmark shall be such that it will give an accurate depth reading and not
readily penetrate into accumulated sediments.
When the design depth reads 0.90 feet in the pretreatment unit, the sediment shall be
removed from both the pretreatment unit and the infiltration basin.
5. If the Division determines that the system is failing, the system will immediately be repaired to original
design specifications. If the system cannot be repaired to perform its design function, other stortnwater
control devices as allowed by NCAC 21.1 .1000 must be designed, approved and constructed.
acknowledge and agree by my signature below that I am responsible for the performance of the five
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 and Title: John Sheppard, Member/Manager, Pamlico Consort, LLC
Address: P.O. Box 181, Oriental, NC 28571 _
Phone: [phone]
S ignature:
Date: March 8, 2006
Note: The legally responsible parr should not he 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, Beth Simmons a Notary Public for the State of North Carolina
County of
_ Craven do hereby certify that _ John Shepard personally appeared before me this 8th
day of March 2006 and acknowledge the due execution of the forgoing infiltration basin maintenance requirements.
Witness u�Wnd-andrrofficial seal,
_p��IMl�Q�k�,
I
S L�� u
NOTARY
{_]' ��Y ply_ �..
0 Cl
•
Ci
00494i11tit�i
My commission expires April 22, 2006
Page 3 of 3

r
Permit No.
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWQ Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a stormwater management permit application, an
infiltration basin supplement for each system, design calculations, soils report and plans and specifications
showing all stormwater conveyances and system details.
I. PROJECT INFORMATION
Project Name :
Contact Person
Pointe Marina Condominiums
John Sheppard
This worksheet applies to: Basin No. 2
(as identrfled on plans)
Prone Number: { 252 ) 670-6787
in Drainage Area 2
(f•nrn Form SIW-1o1)
II. DESIGN INFORMATION -Attach supporting calculations/documentation. The soils report must be
based upon an actual field investigation and soil borings. County soil maps are not an acceptable source
of soils information. All elevations shall be in feet mean sea level (fmsl).
Soils Report Summary
Soil Type Medium to Fine Sand
Infiltration Rate 2.4 in/hr or ef/hr/sf (circle appropriate units)
SHWT Elevation 1 .47 fmSl (Seasonal High Water Table elevation)
Basin Design Parameters
Design Storm
Design Volume
Drawdown Time
Basin Dimensions
Basin Size
Basin Volume Provided
Basin Elevations
Bottom Elevation
Storage Elevation
Top Elevation
1.5 inch (I.,i inch event for 5,4 %voters, I inch event for others)
2,341 c.f.
0.1 days
Irre lar ft. x
2,211 c.f.
4.0 fmsl
5-0 fmsl
5 _5 fmsl
ft. = 1 r 842 sq. ft. (bortorn dimensions)
Form SWU-103 Rev 3.99 Page 1 of 3

or
Permit No.
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORMg9ZGF=
INFILTRATION BASIN SUPPLEMENT APR 2 7 2006
This form may be photocopied for use as an original
OWQ-WARO
DWO Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a stormwater management permit application, an
infiltration basin supplement for each system, design calculations, soils report and plans and specifications
showing all stormwater conveyances and system details.
1. PROJECT INFORMATION
Project Name : Pointe Marina Condominiums
Contact Person: John Sheppard Phone Number: ( 252) 670-6787
This worksheet applies to: Basin No. 2 in Drainage Area 2
(as identified an plans) (from Farm SJYU-101)
11. DESIGN INFORMATION - Attach supporting calculations/documentation. The soils report must be
based upon an actual field investigation and soil borings. County soil maps are not an acceptable source
of soils information. All elevations shall be in feet mean sea level (fmsl).
Soils Report Summary
Soil Type
Infiltration Rate
SHWT Elevation
Basin Design Parameters
Design Storm
Design Volume
Drawdown Time
Basin Dimensions
Basin Size
Basin Volume Provided
Basin Elevations
Bottom Elevation
Storage Elevation
Top Elevation
Medium to Fine Sand
—6 _0 in/hr or cf/hr/sf (circle appropriate units)
1.47 fmsl (Seasonal High Water Tuble elevation)
1.5 inch (1.5 inch even! for SA waters, 1 inch event for others)
2,141 c.f.
_ 0.1 days
Irregular ft. x
2,211 c.f.
4.0 fmsl
_5_0 fmsl
5.5 fmsl
ft. = 1 r 842 sq. ft. (bouoin dimensions)
Form 5WU-103 Rev 3.99 Page 1 of 3

Ili. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate that the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. Attach justification if a requirement has not been met.
Applicants Initials
t a. System is located 50 feet from class SA waters and 30 feet from other surface waters.
b. System is located at least 100 feet from water supply wells.
c. Bottom of system is at least 2 feet above the seasonal high water table.
d. Bottom of the system is 3 feet above any bedrock or impervious soil horizon.
e. System is not sited on or in fill material or DWQ approval has been obtained.
f. System is located in a recorded drainage easement for the purposes of operation and
maintenance and has recorded access easements to the nearest public right-of-way.
a Drainage area for the device is less than 5 acres.
f _ h. Soils have a minimum hydraulic conductivity of 0.52 inches per hour and soils report is
—� attached.
i. System captures and infiltrates the runoff from the first 1.0 inch of rainf [ J i ch event for
areas draining to SA waters ). Design volume and infiltration calculation � ached.
-� J. System is sized to take into account the runoff at the ultimate built -out potential from all
surfaces draining to the system, including any off -site drainage. Calculations attached.
k. All side slopes stabilized with vegetated cover are no steeper than 3:1 (H:V).
1. A pretreatment device such as a catch basin.. grease trap, filter strip, grassed Swale or
sediment trap is provided.
m. Bottom of the device is covered with a layer of clean sand to an average depth of 4 inches or
dense vegetative cover is provided. 4
n. Vegetated filter is provided for overflow and detail is shown on plans (Required minimum
length is 50 feet for SA waters, 30 feet for other waters).
o. Flow distribution mechanism within the basin is provided.
p. A benchmark is provided to determine the sediment accumulation in the pretreatment device.
1 q. Runoff in excess of the design volume bypasses off-line systems (bypass detail provided).
r. System is designed to draw down the design storage volume to the proposed bottom
elevation under seasonal high water conditions within five days. A soils report and all
pertinent draw -down calculations are attached.
s. Plans ensure that the installed system will meet design specifications (constructed or
restored) upon initial operation once the project is complete and the entire drainage area is
stabilized.
Form S W U- M Rev 3.99 Page 2 of 3

IV. INFILTRATION BASIN OPERATION AND MAINTENANCE AGREEMENT
I . After every runoff producing rainfall event and at least monthly inspect the infiltration system for erosion,
trash accumulation, vegetative cover, and general condition.
2, Repair eroded areas immediately, re -seed as necessary to maintain adequate vegetative cover, mow
vegetated cover to maintain a maximum height of six inches, and remove trash as needed.
3. After every runoff producing rainfall event and at least monthly inspect the bypass, inflow and overflow
structures for blockage and deterioration. Remove any blockage and repair the structure to approved design
specifications.
4. Remove accumulated sediment from the pretreatment system and infiltration basin annually or when depth
in the pretreatment unit is reduced to 75% of the original design depth. The system shall be restored to the
original design depth without over -excavating. Over -excavating may cause the required water table
separation to be reduced and may compromise the ability of the system to perform as designed. Removed
sediment shall be disposed of in an appropriate manner and shall not be handled in a manner that will
adversely impact water quality (i.e. stockpiling near a stormwater treatment device or stream, etc.).
A benchmark shall be established in the pretreatment unit. The benchmark will document the original
design depth so that accurate sediment accumulation readings can be taken. The measuring device used to
determine the depth at the benchmark shall be such that it will give an accurate depth reading and not
readily penetrate into accumulated sediments.
When the design depth reads 0.75 feet in the pretreatment unit, the sediment shall be
removed from both the pretreatment unit and the infiltration basin.
5. If the Division determines that the system is failing, the system will immediately be repaired to original
design specifications. If the system cannot be repaired to perform its design function, other stormwater
control devices as allowed by NCAC 2H .1000 must be designed, approved and constructed.
I acknowledge and agree by my signature below that I am responsible for the performance of the five
maintenance procedures fisted 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 and Title: John Sheppard, Member/Manager, Pamlico Consort, LLC
Address: P.O. Box 181, Oriental, NC 28571
Phone: [phone]
Sign
Date: March 8, 2006,
Note: The legallt, responsible party should prof be a hamowners association unless more than 50% of the lots have been sold and a
resident of the subdivision has been numed the president.
1, Beth Simmons , a Notary Public for the State of North Caroli.naCounty of
Craven do hereby certify that John Sheppard _ personally appeared before me this 8th
day of March 200E and acknowledge the due execution of the forgoing infiltration basin maintenance requirements.
Witness ajjjhaAdraaj.Qfficial seal,
"01'- SI M41
w ....... ON
i NOTARY
' PUBUC
,, V�I�103 Rsa%
1aCo
My commission expires_
Page 3 of 3
April 22, 2006