SW7051110_CURRENT PERMIT_20080221

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW Zf%W/D
DOC TYPE
(� CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
oaa /
YYYYMMDD

W Q�o
o�pF W A rFgpG Michael F. Easley, Governor
William G. Ross Jr,. Se"etar}'
r1'nrth Carolina Department of finvirontnent autd Natural ftesnt=roes
Q COleen EI. Sulhns, Director
Division of Water Quality
February 21, 2008
Mr. John W. Dixon, Managing Member
Day Beacon #9, LLC
PO Box 1327
Nags Head, NC 27959
Subject: Stormwater Permit No. SW7051110MOD
Day Beacon #9
High Density Redevelopment Project
Beaufort County
Dear Mr. Dixon:
The Washington Regional Office received a complete Stormwater Management Permit Application
for the modification of Day Beacon #9 on January 25, 2008. Staff review of the plans and
specifications has determined that the project, as proposed, will comply with the Stormwater
Regulations set forth in Title 15A NCAC 2H.1000. We are forwarding Permit No. SW7051110MOD
dated February 21, 2008, for the construction of the subject project. By issuance of this permit, the
permit issued for this project on December 19, 2005 is hereby rescinded. The plans that were
approved on December 19, 2005 are still covered under this permit modification and the attached
Sheet 1 — Plan Revision, sealed and dated January 23, 2008, is to be considered an addendum to
those original plans. This modification is to cover the construction of a new swimming pool and
associated decking.
This permit shall be effective from the date of issuance until December 19, 2015, and shall be
subject to the conditions and limitations as specified therein. Please pay special attention to the
Operation and Maintenance requirements in this permit. Failure to establish an adequate system
for operation and maintenance of the stormwater management system will result in future
compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within thirty (30) days following
receipt of this permit. This request must be in the form of a written petition, conforming to Chapter
150B of the North Carolina General Statutes, and filed with the Office of Administrative Hearings,
P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands are made this permit shall
be final and binding.
If you have any questions, or need additional information concerning this matter, please contact
Scott Vinson, or me at [phone].
S' cer ly,
�C.
Al o
Regional Supervisor
Surface Water Protection Section
AHlsav: C:ISTORMWATIPERMIT1SW7051110MOD
cc: David A. Deel, PE
aufort County Building Inspections
Washington
Regional Office
Central Files
North Carolina Division of Water Quality Washington Regional Office Phone [phone] FAX [phone] Customer Service
IntemeL www.ncwaterqualitLr.- 943 Washington Square Mall, Washington, NC 27889 1-877-623-6748
Nsne
)r hCarolina
NaturallJ
An Equal OpporlunitylAffirmative Action Employer — 50% Recycled110% Post Consumer Paper

State Stormwater Management Systems
Permit No. SW7051110MOD
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY REDEVELOPMENT
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
Day Beacon #9, LLC
Day Beacon #9
Beaufort County
FOR THE
construction, operation and maintenance of an infiltration basin 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 December 19, 2015, and
shall be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.6 on page 3 of this permit. The stormwater
control has been designed to handle the runoff from 48,684 square feet of
impervious area.
3. The tract will be limited to 64,061 square feet of built -upon area per application
and approved plans under redevelopment. The existing impervious area that
has been removed from the site totaled 95,936 square feet.
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.
Page 2 of 7

State Stormwater Management Systems
Permit No. SW7051110MOD
5. The following design criteria have been provided in the infiltration basin and must
be maintained at design condition:
a.
Site Area, acres:
2,20
b.
Drainage Area to Basin, ft2:
63,058
C.
Total Impervious Surfaces, ft2:
48,684
d.
Design Storm, inches:
1
e.
Basins Depth, feet:
1.20
f.
Bottom Elevation, FMSL:
4.50
g.
Bottom Surface Area, ft2:
2,822
h.
Bypass Overflow Elevation, FMSL:
5.70
i.
Permitted Storage Volume, ft3:
4,166
j.
Type of Soil:
Urban Land 1 Sands
k.
Expected Infiltration Rate, inlhr:
0.52
I.
Seasonal High Water Table, FMSL:
2.00
M.
Time to Draw Down, hours:
27.7
n. Receiving Stream/River Basin: Pantego Creek 1 Tar -Pamlico
o. Stream Index Number: 29-34-34-(2)
P. Classification of Water Body: "SC; 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 bypass structure, infiltration media, flow
spreader, catch basins, piping and vegetated filter.
g. A clear access path to the bypass structure must be available at all times.
Page 3 of 7

State Stormwater Management Systems
Permit No. SW7051110MOD
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 the life of the project.
12. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
Page 4 of 7

State Stormwater Management Systems
Permit No, SW7051110MOD
Ili. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director.
In the event of a change of ownership, or a name change, the permittee must
submit a formal permit transfer request to the Division of Water Quality,
accompanied by a completed name/ownership change form, documentation
from the parties involved, and other supporting materials as may be appropriate.
The approval of this request will be considered on its merits and may or may not
be approved. The permittee is responsible for compliance with all permit
conditions until such time as the Division approves the transfer request.
2. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
3. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
4. In the event that the facilities fail to perform satisfactorily, including the creation
of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
5. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
6. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition.
7. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
8. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
9. The permittee shall notify the Division any name, ownership or mailing address
changes within 30 days.
Permit issued this the 21$t day of February, 2008.
ORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
-- — for
Coleen H.'Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit No.: SW7051110MOD
Page 5 of 7

State Stormwater Management Systems
Permit No. SVV70511 1 OMOD
Day Beacon #9
Stormwater Permit No. SW7051 11OMOD
Designer's Certification
I, , as a duly registered
in the State of North Carolina, having been authorized to observe (periodically/ weekly/
full time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
Page 6 of 7

State Stormwater Management Systems • ,
Permit No. SV 7051110MOD '
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 bypass structure weir elevation is per the approved plan.
.6. The bypass structure is located per the approved plans.
.7. A Trash Rack is provided on the 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. All required design depths are provided.
13. All required parts of the system are provided.
14. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Washington Regional Office
Beaufort County Building Inspections
Page 7 of 7

RoyGo; c1nor
cool?I��
MICIA AEL S. REGAN
Secretary
S. DANIEL SMITH
lrrteifin Olrrrror
Day Beacon # 9, LLC
Attention: Mr. David W. Hoyle
P.O. Box 2494
Gastonia, NC 28053
Dear Mr. Hoyle:
NORTH C:AROLINA
Environinettral Quality
May 7, 2019
Subject: Stormwater Permit Renewal
Stormwater Management Permit SW7051110
Bay Beacon # 9 Condos
Beaufort County
A Division of Energy, Mineral, and Land Resources file review has determined that
Stormwater Permit SW7051110 for a stormwater treatment system consisting of an
infiltration basin system serving the Day Beacon Condominiums located on E. Front
Street in Belhaven, NC expires on December 19, 2019. 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.
Please submit a completed permit renewal application along with a $505.00 fee for
permit renewal. Permit application forms for renewal can be found on our website at:
Litt.1is-4/ (L(1_nc.t;c�.v�ahc�ut c.livisitms ener-rrvrrv-ininc�ral-land-i-csources energy-mincr��l-I�In�I
rule~ stor-t iwarer;uragram/post:-Construction. North Carolina General Statutes and the
Coastal Stormwater rules require that this property be covered under a stormwater
permit. Failure to maintain a permit subjects the owner to assessment of civil penalties.
If you have questions, please feel free to contact me at [phone]. 1 will be glad to
discuss this by phone or meet with you. If you would like I cane -mail you a copy of the
renewal application. You can request a copy of the application form by e-mailing me at
[e-mail].
Sincerely,
Roger K. Thorpe
Environmental Engineer
D North Carolina Department of Fnvironmental Quality I Division of Energy, Mineral and Land Resources
t�:E_Q" Washington Regional oince. 1443 Washington Square Mail I Washington, North Carolina 27884
rrrin�ii ,non
o.�.,r..,nmi o..;\ �� 252.940.6481

DWQ USE ONLY
Date Received Fee Paid Permit Number
D
State of North Carolina Klv cK- 11/1 &/Q 7
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICKT-1ON, FORM
This form may be photocopied for use as an original J L l-UeU V e 0 CM
NOV I P007
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the prrojec
Day Beacon #9 LLC
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
3. Mailing Address for person listed in item 2 above:
P.O. Box 1327__
City:Nags Head State -NC Zip:27959
Phone: (252 ) 441-2110 Fax:
Email:
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc.):
Day_ Beacon #9
5. Location of Project (street address):
S.-Side of E. Front St. (Water St.) between Edward St. and Pamlico St.
City:Belhaven County:Beaufort
6. Directions to project (from nearest major intersection):
Project is located approx.193 feet east of intersection of Front Street (Water Street) and Pamlico Street.
7. Latitude:35 deg. 32' 09" N Longitude:76 deg. 37' 18" W of project
8. Contact person who can answer questions about the project:
Name:David A. Deel, P.E. Telephone Number: (252 ) 261-3300
Email:dadee ftuible.com
H. PERMIT INFORMATION:
1. Specify whether project is (check one): ❑New ❑Renewal ®Modification
Form SWU-101 Version 8.07 Page 1 of 4

1
n�nc�
z,,, 11 � � . ,. •�
Ao tom' i2'°'tJ
t! 4 I l pp nn
Sin��c.nLa, Cr.flSS 5�
L�. i`e�Cc�L t Or i Yl UO h c .
04 l\
w w
oSIAA rwie-5

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit numberSW7051110 and its issue date (if known)December 19, 2005
3. Specify the type of project (check one):
❑Low Density ®High Density ®Redevelop ❑General Permit ❑Universal SMP ❑Other
4. Additional Project Requirements (check applicable blanks):
®CAMA Major ❑Sedimentation/Erosion Control ❑404/401 Permit ❑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 below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
This modification proposes to place a swimming pool on piles over a previously permitted infiltration. basin.___.__
Access to the infiltration basin will be provided under the swimming pool support structure with 5'9" clearance
nominal increase in im ervious area which the basins are already sized to handle.
2. Stormwater runoff from this project drains to the Pamlico River basin.
3. Total Site Area: 2.20 acres 4. Total Wetlands Area: 0 acres
5. 100' Wide Strip of Wetland Area: n/a acres (not applicable if no wetlands exist on site)
6. Total Project Area" ":2.20 acres 7. Project Built Upon Area:66.77 %
8. How many drainage areas does the project have?1
9. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided iin the same formatasbelow.
[D"F�+l 5 �'�C� 7 ( U.H. ja 7;,-A t. iS�,Si r► 1
Basin Information
Drainage Area 1
Drainage Area 2
Receiving Stream Name
Pantego Creek
Pantego Creek
Stream Class & Index No.
SB
SB
Drainage Area (so
95,936 sf (2.20 Ac.)
63,058 sf (1.45 Ac.)
Existing Impervious" Area (sf)
63,803 sf (1.46 Ac.)
48,426 sf (1.11 Ac.)
Proposed Impervious"Area (so
64,061 sf (1.47 Ac.)
48,684 sf (1.12 Ac.)
% Impervious" Area (total)
66.77%
77.2%
Impervious* Surface Area
Drainage Area 1
Drainage Area 2
On -site Buildings (sf)
21,633 sf (0.50 Ac.)
12,130 sf (0.28 Ac.)
On -site Streets (sf)
Z271 sf (0.05 Ac.)
948 sf (0.02 Ac.)
On -site Parking (so
33,709 sf (0.77 Ac.)
32,902 sf (0.76 Ac.)
On -site Sidewalks (so
6,388 sf (0.15 Ac.)
2,644 sf (0.06 Ac.)
Other on -site (sf)
60 sf
60 sf
Off -site (sf)
-
-
Total (sf):
64,061 sf (1.47 Ac.)
48,684 sf (1.12 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 8.07 Page 2 of 4

"Total project area shall be calculated based on the current policy regarding inclusion of wetlands in the built upon
area percentage calculation.
10. How was the off -site impervious area listed above derived?AutoCAD Area Routine
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANT'S
One of the following deed restrictions and protective covenants are required to be recorded for all subdivisions,
outparcels and future development prior to the sale of any lot. if lot sizes vary significantly, a table listing each
lot number, size and the allowable built -upon area for each lot must be provided as an attachment.
Form DRPC-1
High Density Commercial Subdivisions
Form DRPC-2
High Density Developments with Outparcels
Form DRPC-3
High Density Residential Subdivisions
Form DRPC4
Low Density Commercial Subdivisions
Form DRPC-5
Low Density Residential Subdivisions
Form DRPC-6
Low Density Residential Subdivisions with Curb Outlets
By your signature below, you certify that the recorded deed restrictions and protective covenants for this
project shall include all the applicable items required in the above form, that the covenants will be binding
on all parties and persons claiming under them, that they will run with the land, that the required covenants
cannot be changed or deleted without concurrence from the State, and that they will be recorded prior to the
sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for
each BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the
status and availability of these forms.
Form SW401-Low Density
Form SW401-Curb Outlet System
Form SW401-Off-Site System
Form SW401-Wet Detention Basin
Form SW401-Infiltration Basin
Form SW401-Infiltration Trench
Form SW401-Bioretention Cell
Form SW401-Level Spreader
Form SW401-Wetland
Form SW401-Grassed Swale
Form SW401-5and Filter
Low Density Supplement
Curb Outlet System Supplement
Off -Site System Supplement
Wet Detention Basin Supplement
Infiltration Basin Supplement
Underground Infiltration Trench Supplement
Bioretention Cell Supplement
Level Spreader/Filter Strip/Restored Riparian Buffer Supplement
Constructed Wetland Supplement
Grassed Swale Supplement
Sand Filter Supplement
Farm SWU-101 Version 8.07 Page 3 of 4

9
'il _ �t, i!� 1� (l,, � , _ i .:i. .. ,.—I • r't ' , rrl f• �I'fl „ •, , '!
f
�: ,.f., .. .� - r.�� � t I r� f '{ , � i f . �' ril ,+e. • „ ,-(. �/7 1, ,f
f
T
...< —. '.1. •r r �, , i.�'3 .. P'ii' :17e •• .'. r � t. -, Ise.. r ,� ,'t +t r" 'r.'7i, i
r f•. .r r e' '+ ..� . '1.! ,. 'r .� '1 •I <i ,_f .`+' .,li . '' :�•41f1`:
.. ' ,tlr ff;`J; � a°• - ., ! +. ,�. .. . 1. ').. �i:. r. j•}.� • � .!r, r.i r: •-t;3 �t .'-,
Diu

VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality
(DWQ). A complete package includes all of the items listed below. The complete application package
should be submitted to the appropriate DWQ Office. (Appropriate office may be found by locating project on
the interactive online map at http:/Ih2o.enr.state.nc.us/su/msi_maps.htm)
1. Please indicate that you have provided the following required information by initialing in the space
provided next to each item.
r
• Original and one copy of the Stormwater Management Permit Application Form
• Original and one copy of the Deed Restrictions & Protective Covenants Form
• Original of the applicable Supplement Form(s) and O&M agreement(s) for each BMP
• Permit application processing fee of $505 ($4,000 for Express) payable to NCDENR c�
• Calculations & detailed narrative description of stormwater treatment/management
• Copy of any applicable soil report
• Three copies of plans and specifications (sealed, signed & dated), including:
- Development/Project name
- Engineer and firm
- Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NC5R numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or firm):Quible & Associates, P.C.
Mailing Address:P.O. Drawer 870
City:Kitty Hawk State:NC Zip:27949
Phone: [phone] Fax: (252 L 261-1260
Email:dadeel®quible.com _
VIII. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in General Information, item 2) lohn W. Dixon
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 wJ a approved plans, that the required deed restrictions
and protective cove will b recorded, and that a roposed project complies with the requirements of 15A
NCAC 2H .1000.
Signature: �'/ Date: 7
Form SWU-101 Version 8.07 Page 4 of 4

Permit No. 1J L'� --> ( %�
(to be provided by DWQ)
o�e4 wa req��
ARASTORMWATER MANAGEMENT PERMIT APPLICATION FORM
NCDENR 401 CERTIFICATION APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part 111) must be printed, filled out and submitted along with all of the required information,
i. PROJECT INFORMATION
Project Name
Day Beacon #9
Contact Person
David A. Deel, RE.
Phone Number
252-261-3300
Date
11/512007
Drainage Area Number
1
Ii:DESIGN INFORMATION
Site Characteristics
Drainage area
63,058.00 fh
Impervious area
48,684.00 ft2
Percent impervious
0.77
Design rainfali depth
1.0 in
Peak Flow Calculations
Is prelpost control of the 1-yr 24-hr peak flow required?
1-yr, 24-hf runoff depth
1-yr, 24-hr intensity
Pre -development 1-yr, 24-hr runoff volume
Post -development 1-yr, 24-hr runoff volume
Pre/Post 1-yr, 24-hr peak flow control
Storage Volume: Non -SR Waters
Minimum design volume required
Design volume provided
Storage Volume: SR Waters
1-yr, 24-hr rainfall depth
Pre -development 1-yr, 24-hr runoff
Post -development 1-yr, 24-hr runoff
Minimum volume required
Volume provided
Soils Report Summary
Soil type
Infiltration rate
SHWT elevation
Basin Design Parameters
Drawdown time
Basin side slopes
Basin bottom elevation
Storage elevation
Top elevation
Basin Bottom Dimensions
Basin length
Basin width
Bottom SA
N (Y or N)
in
inlhr
ft3lsec
f131sec
ft3lsec
4,017 f{3
4,2&r ft' OK foron-SR waters
n,�.� IeCBlv
ft,
It
ft3 pW Q
Ur pgpJ #
0.52 Whr
2,00 fmsi
1.16 days OK
3 :1 OK
4.5C fmsl OK
5.70 fmsl
6.50 fmsl
varies ft
varies ft
2,822 ft'
Form SW401-Infiltration Basin-Rev.1
Parts i. $ II. Design Summary, Page 1 of 2

Permit
(to be provided by D WQ)
Additional Information
Total runoff volume captured by basin
1 15
ac-in
OK
Length of vegetative filter for overflow
45
ft
OK
Distance 10 structure
nla
ft
OK
Distance from surface waters
55
ft
OK
Distance from water supply well(s)
nla
ft
OK
Separation from impervious soil layer
nla
ft
OK
Naturaily occuring soil above shwt
2.5
ft
OK
Bottom covered with 4-in of dean sand?
Y
(Y or N)
OK
Recorded drainage easement provided?
nla
(Y or N)
OK
Capures all runoff at ultimate build -out?
Y
(Y or N)
OK
Bypass provided for larger storms?
Y
(Y or N)
OK
Pretreatment device provided
Y
Form SW401-Infiltration BaSin-Rev.1
Paris I. & II. Design Summary, Page 2 of 2

y r �
Infiltration Basin Inspection and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
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 inspection and maintenance will be kept in a known set location
and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
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
R-EcEn
Nov 15 2007
DWQ
PR03 #

r �
K
� 'r ,#
_
. �
� , 1
,+� � ,
� , 1 4
- 1 I ,I '
.�r
r .,
f
� '
r
.r
,r'
•
.. ,I I
i
1
1 1
r5
I St i
•.1 I I . ..
. II
' J i � •
�
i I
1 1 �
�
I
t i � r' � e
y i I
� , r 1 I r
� 1 �.
I -' � ��
� .� � a �
� 1
r
I � . � i
I
I l.fi�
� � �n'
� �
�
r.j � J I -�
7
,I�
•
I
� � � L•
,,
'
i j�
1
I I I '
r . ;
�
i
�
I •5 '�
� I i
'
� 1
1 i
I
• ..
��
V
'
; r
!
. 1 � � r
. I
! .
-;
.
, ;. � ,
{ � f
1 ..
..ilk .
, ' ...

BMP element:
The forebay
The main treatment area
The embankment
The outlet device
The receiving water
Potential problem:
Sediment has accumulated
and reduced the depth to 75%
of the original design depth.
Erosion has occurred or
riprap is displaced.
Weeds are present.
A visible layer of sediment
has accumulated.
Water is standing more than
5 days after a storm event.
Weeds and noxious plants are
growing in the main
treatment area.
Shrubs or trees have started
to grow on the embankment.
An annual inspection by an
appropriate professional
shows that the embankment
needs repair.
Clogging has occurred.
The outlet device is
Erosion or other signs of
damage have occurred at the
outlet.
How I will remediate the
Search for the source of the
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.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Remove the weeds, preferably by
hand. If pesticides are used, wipe
them on the plants rather than
Search for the source of the
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.
Replace the top few inches of filter
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.
Remove the plants by hand or by
wiping them with pesticide (do not
Remove shrubs or trees
Make all needed repairs.
Clean out the outlet device. Dispose
of the sediment off -site.
Repair or replace the outlet device.
Contact the NC Division of Water
Quality 401 Oversight Unit at 919-
733-1786.

'
Ali•
I
r
�i 1 r. -! Ins � I � 1 S :i l a�°
,� ,. ,i , ,� �
i ..
i"'�l
I! I I ,
i
.r
„
11' i � '�
�i�
ri �
,r f. , r
• r:. r
�,• .� I,,,.
•f ., ,
r i r
�' ,•1 i
it .,. �
,,
�, ,
�
'�
,
�� r
' i i r � . l i
. 3
. �
•
� } _ ..
J
_ rt I 1 � .. 1 i r _ '
a I � , is
� �
r, ,I.
,ar
' •t r�l
'
i.
r r ,
� � I. ai ,
, �
,
.r
� � ,
I
I
1�1 . � a �'
.!�'
r 1 .. •
r � • � •
�
s
1
�
' 1' ! ,
f.
� ..
e � !.� r I'I
' .j
1
rl. �
r.. � !I.
.�
1
ii •,a �' . .f
r •�, .
' ,�
� I. r f
�� r
l
_
' ,3 el.� �
.
�.
' !.
iI a � f I , i' �
s
r , � ., ii. ._
i. .� r .r I.
� I ��
I

I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Print name:John W. Dixon
Title: Registered Agent, Day Beacon #9, LLC
Address:P.O. Box 1327 Na s Head NC 27959
Phone
Signa
Date:
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
I, Judith M. Sharber a Notary Public for the State of
North Carolina , County of Dare do hereby certify that
John W. Dixon personally appeared before me this 6 t h
day of November 2007 , and acknowledge the due execution of the
forgoin wet detention basin maintenance requirements. Witness my hand and official
seal, A .
.Notary
Pubk
SEAL
My commission expires 03/28/2011

�� --
.�,
-
--
._
t
r
1
�
i �
�.�
t _
ti
._
. �
• ^'
��
s
t
J �
� A
4�
••
C
L
1
�
_ ,

ice, ••'�
Stormwatelr Management Maintenance Plan.
Modification to Stormwater Permit SW7051110
Day Beacon #9
January 7, 2008
Infltration Basin Maintenance
This modification proposes to install a small swimming pool over top of one of the three interconnected
infiltration basins on the project site. The pool and pool deck will be elevated and supported on pilings
such that the storage within the infiltration basin is preserved and access is provided beneath the pool and
pool deck for maintenance. A treated wood lattice will be installedalong the perimeter of the pool deck
as a visual screening_ Four 4' wide gates will be installed in the lattice screening for maintenance access
(one on each side). The footprint of the pool deck resides entirely within the footprint of the basin
bottom, All basin areas outside of the pool deck footprint, including all of the infiltration basin side
slopes will be sodded for stability. The basin bottom underneath the pool deck footprint will consist of a
level, clean Layer of sand.
In addition to all of the maintenance procedures outlined in the Infiltration Basin Inspection and
Maintmance Agreement, maintenance within the pool deck footprint shall consist of quarterly
monitoring of sedimment accumulation and remediation, as necessary. On. quarterly inspections,
authorized personnel shall access the bottom of the infiltration basin udder the pool deck viaone of the
four access doorways and shall measure accumulated sediment from an identified benclunark pouit on
the pool deck support columns. Any trash or debris is to be reproved and any evidence of erosion is to be
investigated and repaired.
When sediment has accumulated to a depth of 4 inches (75% of design depth of basin), then the sedirncnt
shall be removed and the basin grades restored to the design grades. This shall be accomplished utilizing
manual labor (shovels and wheelbarrows) within the swimming pool deck footprint, Underneath the
actual pool footprint, a .long handle (8' long) aluminum landscape rake shall be utilized io pull sediment
from underneath the pool footprint to the sides (pool is 16' wide along its short axis) where it can be
collected and removed. Material removed from the infiltration basin bottom shall be landtilled.
This maintenance agreement specifically addresses maintenance of the portion of the infiltration basin
Under the proposed pool and pool deck footprint and is not intended to replace maintenance procedures
also required by the previously executed "Infiltration Basin and Maintenance Agreemear, submitted
with the Permit Modification Request. Both documents are intended to govern the maintenance of the
infiltration basin.
Page l of 2
REC-.r-JL"TVED
JAN
DWQ
PROD #

:i
Stormwatelr Management Maintenance Flan
Modification to Sterinwater Permit SW7051i10
Day Beacon #9
January 7, 2008
Print Name:-Yr. Joht1W._DixoA
Title: Rerstgrcd A e t and WemberDgyBeacon #9 LL
Phone: (252Mi:::::::
Signature:
Datc:
Note: The lega11y responsible party should notbe a homeowners association unleag more than 50% of the lots have
been sold and a resident of the subdivision has been named the prcsident.
1, -JnnuL) /T/f M. .k , a Notary Public for the State of
County of 111-�, do hereby certify that
Z/ personally appeared before me this 13 day of
�- O& , and acknowledge the due execution of the forgoing infiltration basin
maintenance requirements. Witness my hand and official sealc,)Ez)
SEAL
My comtrtission expires.3/z-4e7
Page 2 of 2
p,-EC,F,IVED
,AN
DwQ
PBOJ #

w

(� �D
W A rFy Michael 17. Easley, Governor
QG William G. Ross Jr., Secretary
North C-drolina Department of Environment and Natural Resources
-C Alan W. Klimek, P.E. Director
Division of Water Quality
December 19, 2005wwr ' 4. e.
,,;
Mr. John W. Dixon, Managing Partner
Dixon & Hoyle Partnership
PO Box 1327
Nags Head, NC 27959
Subject: Stormwater Permit No. SW7051110
Day Beacon #9
High Density Redevelopment Project
Beaufort County
Dear Mr. Dixon. -
The Washington Regional Office received a complete Stormwater Management Permit
Application for Day Beacon #9 on December 19, 2005. 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. SW7051110 dated December 19, 2005, for the construction of the subject
project.
This permit shall be effective from the date of issuance until December 19, 2015, and
shall be subject to the conditions and limitations as specified therein. Please pay
special attention to the Operation and Maintenance requirements in this permit. Failure
to establish an adequate system for operation and maintenance of the stormwater
management system will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you
have the right to request an adjudicatory hearing upon written request within thirty (30)
days following receipt of this permit. This request must be in the form of a written
petition, conforming to Chapter 150B of the North Carolina General Statutes,'and filed
with the Office of Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-
7447. Unless such demands are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please
contact Scott Vinson, or me at [phone].
Incerely,
Al Hodge
Regional Supervisor
Surface Water Protection
AH/sav: C:ISTORMWATIPERMIT1SW7051110
cc:
David A. Deel, PE
Beaufort County Building Inspections
Washington Regional Office
Central Files
Section
Npl hCaro
Natural
North Carolina Division of Water Quality Washington Regional Office Phone [phone] FAX [phone]
Internet: h2o.enr.state.nc.us 943 Washington Square Mail, Washington, NC 27889
An Equal Opportunq/Affirmative Action Employer— 50% Recycled110% Post Consumer Paper
Customer Service
1-877-623-6748

State Stormwater Management Systems
Permit No. SW7051110
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY REDEVELOPMENT
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
Dixon & Hoyle Partnership
Day Beacon #9
Beaufort County
FOR THE
construction, operation and maintenance of an infiltration basin 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 December 19, 2015, and
shall be subject to the following specified conditions and limitations:
1. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data. This development is
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.6 on page 3 of this permit. The stormwater
control has been designed to handle the runoff from 48,426 square feet of
impervious area.
3. The tract will be limited to 63,803 square feet of built -upon area per application
and approved plans under redevelopment. The existing impervious area that
has been removed from the site totaled 95,936 square feet.
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.
Page 2 of 7

State Stormwater Management Systems
Permit No. SW7051110
5
The following design criteria have been provided in the infiltration basin and must
be maintained at design condition:
a.
Site Area, acres:
2.20
b.
Drainage Area to Basin, ft2:
63,058
C.
Total Impervious Surfaces, ft2:
48,426
d.
Design Storm, inches:
1
e.
Basins Depth, feet:
1.20
f.
Bottom Elevation, FMSL:
4.50
g.
Bottom Surface Area, ft2:
2,822
h.
Bypass Overflow Elevation, FMSL:
5.70
i.
Permitted Storage Volume, ft3:
4,203
j.
Type of Soil:
Urban Land 1 Sands
k.
Expected Infiltration Rate, inlhr:
0.52
I.
Seasonal High Water Table, FMSL:
2.00
M.
-Time to Draw Down, hours:
27.7
n. Receiving Stream/River Basin: Pantego Creek 1 Tar -Pamlico
o. Stream Index Number: 29-34-34-(2)
P. Classification of Water Body: "SC; 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 bypass structure, infiltration media, flow
spreader, catch basins, piping and vegetated filter.
g. A clear access path to the bypass structure must be available at all times.
Page 3 of 7

State Stormwater Management Systems
Permit No. SV 7051110
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.
B. 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 owriership.
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.
Page 4 of 7

�r
I
State Stormwater Management Systems
Permit No. SV 7051110
III. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director.
In the event of a change of ownership, or a name change, the permittee must
submit a formal permit transfer request to the Division of Water Quality,
accompanied by a completed name/ownership change form, documentation
from the parties involved, and other supporting materials as may be appropriate.
The approval of this request will be considered on its merits and may or may not
be approved. The permittee is responsible for compliance with all permit
conditions until such time as the Division approves the transfer request.
2. Failure to abide by'the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
3. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction. .
4. In the event that the facilities fail to perform satisfactorily, including the creation
of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
5. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
6. The permit may be modified, revoked and reissued or terminated for cause. The
filing of -a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition.
7. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
8. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
9. The permittee shall notify the Division any name, ownership or mailing address
changes within 30 days.
Permit issued this the 19th day of December, 2005.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
�> --- L� CE4 _ for
Alan K Klime ,Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

i.
State Stormwater Management Systems
Permit No. SV 7051110
Day Beacon #9
Stormwater Permit No. SW7051110
Designer's Certification
1, , as a duly registered
in the State of North Carolina, having been authorized to observe (periodically/ weekly/
full time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
Page 6 of 7

State Stormwater Management Systems
Permit No. SVV7051110
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 bypass structure weir elevation is per the approved plan.
6. The bypass structure is located per the approved plans.
7. A Trash Rack is provided on the 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. All required design depths are provided.
13. All required parts of the system are provided.
.14. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Washington Regional Office
Beaufort County Building Inspections
Page 7 of 7