SW8041106_CURRENT PERMIT_20041123

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW gjy� Loo
DOC TYPE
� CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

1 00 VA rFgQ
Michael F. Easley, Governor
G
'_0A
William G. Ross, Jr., Secretary
7
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of water Quality
November 23, 2004
Mr. Ken Coffer, President
SECOF Construction Co., Inc.
1202 N. Lake Park Boulevard, Suite A
Carolina Beach, NC 28428
Subject: Stormwater Permit No. SW8 041106
Paradise Cove (Outparcel of Snows Cut Crossing)
High Density Project
New Hanover County
Dear Mr. Coffer:
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for Paradise Cove on November 18, 2004. 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 21-1.1000. We are forwarding Permit No. `SW8 041103
dated. November 23, 2004, for the construction of the subject project.
This permit shall be effective from the date of issuance until November 23, 2014, 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 Linda Lewis, or me at [phone].
Sincerely,
Rick Shiver
Regional Supervisor
Surface Water Protection Section
RSSlarl: S:IWQSISTORMWATIPERMIT1041106.nov04
cc: Jeff Malpass, P.E.
Town of Carolina Beach Building Inspections
Division of Coastal Management
Linda Lewis
'-Wilm ington-RegionaLOffice,)
Central Files
North Carolina Division of Water Quafity 127 Cardinal Drive Extension
Wilmington Regional Office Wilmington, NC 28405-3845
An Equal OpportunitylAffirmative Action Employer — 50% Recycled110% Post Consumer Paper
Phone [phone] Customer Service 1-877-623-6748
FAX [phone] Intemet h2o.enr.state.nc.us Orle
NorthCarolina
Naturrr!!Y

State Stormwater Management Systems
Permit No. SW8 041106
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
Ken Coffer & SECOF Construction Co., Inc.
Paradise Cove
Spencer Fadow Drive, Carolina Beach, New Hanover 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 November 23, 2014, 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 1.7 on page 3 of this permit. The stormwater
control has been designed to handle the runoff from 87,301 square feet of
impervious area. This basin must be operated with a 50' vegetated filter.
3. The tract will be limited to the amount of built -upon area indicated in Section 1.7
on page 3 of this permit, and per approved plans.
4. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
5. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
6. This infiltration basin was previously permitted under SW8 000851, however, it
was purchased as part of this lot.
Page 2 of 7

State Stormwater Management Systems
Permit No. SW8 041106
7. The following design criteria have been provided in the infiltration basin and must
be maintained at design condition:
a. Drainage Area, acres: 4.12
Onsite, ft : 158,489
Offsite, ft2: 16,842
b. Total Impervious Surfaces, ft2: 87,301
(The offsite area is grassed and has no built -upon area)
C. Design Storm, inches: 1"
d. Basin Depth, feet: 4'
e. Bottom Elevation, FMSL: 16
f. Bottom Surface Area, ft2: 1,114
g. Bypass Weir Elevation, FMSL: 19.45
h. Permitted Storage Volume, ft3: 9,254
i. Type of Soil: Kureb
j. Expected Infiltration Rate, inlhr: 8
k. Seasonal High Water Table, FMSL: 13
I. Time to Draw Down, hours: 10
m. Receiving Stream/River Basin: Snows Cut 1 Cape Fear
n. Stream Index Number: CPF24 18-87-31.5
o. Classification of Water Body: "SC"
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.
4. Records of maintenance activities must be kept and made available upon
Page 3 of 7

State Stormwater Management Systems
Permit No. SW8 041106
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.
III. GENERAL CONDITIONS
Page 4of7

State Stormwater Management Systems
Permit No. SW8 041106
This permit is not transferable to any person or entity 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 23rd day of November 2004.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
,mac 1--
Hian VV. KhmeK, P.t., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Paradise Cove
Stormwater Permit No. SW8 041106
Page 5 of 7

State Stormwater Management Systems
Permit No. SW8 041106
New Hanover County
Designer's Certification
I, , as a duly registered in the
State of North Carolina, having been authorized to observe (periodically/ weekly/ full
time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
Certification Requirements:
SEAL
Page 6 of 7

State Stormwater Management Systems
Permit No. SW8 041106
.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 Regional Office
Town of Carolina Beach Building Inspections
Page 7of7

.-�. , :..,� ; ,,.. �.. �..,;.,OFEI L•�:L�'\L1 �,. � ..� as. � ,� f ..� c
i Date Received
Fee Paid
Permit Number
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM-' ,
This foam may be photocopied far use as an original II NO V
O 2004
I. GENERAL INFORMATION
I. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
S E6vF (LM CO. (�JG.
2. Print Owner/Signing Official's name and title (person. legally re s onsible for facility and compliance):
3. Mailing Address for person listed in item 2 above:
Qcz Al. LAIQ_-' P%L 8(- V b
City: Cd}R44YA 6E A -CH State: NG zip: 2-&IZK
Telephone Number: y i U 56015
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc-):
—18LNUF Co
a. Location of Project (street address):
-city: A(u.UN OE- Ar-� county: )V_6 t_Iik0VkL --
Directions to project (from nearest major intersection):
-
AQ([ AF
'-__ R&V 31E1/WR nvr 0�, slre 15
GN �Rt�t� �����. 4p, T JN 4�!-�t� c/�sr
Latitude: tl '2`i Longitude: V 91' ' � of project
S. Contact person who can answer questions about the project:
Name: J EFF m VhS Telephone Number: ( � 1° ) 3 T 63
II.
PERMIT INFORMATION:
1.
:
Specify whether protect is (check one):
New
Renewal �vlodification
Form SW- -101 "Version 399 Page 1 of 4

f

2
If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number and its issue date (if knot,.,n)
Specify- the type of project (check one):? -
Loin Density ✓ High Density- Redevelop General Permit -Other
4. Additional Project Requirements (check applicable blanks):
T CAMA Major ✓ Sedimentation /Erosion Control _404/401 Permit t-/XTPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III. PROJECT INFORIMATION
1- In the space provided below, surnznarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
T Ke stnn idotr w ' ke freOed ;4
2. Stormwater runoff from this project drains to the �C1DC FerAr River basin,
3. Total Project Area: w acres 4: Project Built Upon Area: It I
S. How many drainage areas does the project have?
6. 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 in the same format as below.
;Basil lnformatrc�n $z�
Draihage Area 1<<r
'�;c+CF..W
HDrauna(}e
Receiving Stream Name
Sa alms OAF
Receiving Stream Class
S G
Drainage Area
M
Existing Impervious" Area
0
Pro osed Impervious}Area
U
% Impervious' Area (total)
la
'l -
irrt erg ions 5crr#ae> area
�� f wss ^ ,t
b..F DrFrtag Area5.
M
s• r�ia"",. N v+
Drairtge Area'2�FE
�..
On -site Buildings
3 rs� L
On -site Streets
On -site Parking
Z
On -site Sidewalks
Other on -site
Z73}z
Off -site
Total: h
Total:
' Impervious area is defined as the built upon area including, but not Iimited to, buildings, roads, parking areas,
sideTaalls, gravel areas, etc.
Form SWU-101 Version 3.99 Page 2 of 4

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7. How was the off -site impervious area listed above derived? A/
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized 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.
The following covenants are intended to ensure ongoing compliance with state stormwater management permit
number as issued by the Division of Water Quality. These covenants may
not be changed or deleted without the consent of the State.
2. No more than 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 water surface of swimming pools.
3. Smales shall not be filled in, piped, or altered except as necessary to provide driveway crossings.
4. Built -upon area in excess of the permitted amount requires a state stormwater management permit modification prior to
construction.
5. All permitted runoff from outparcels or future development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shall be 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
shall include all the applicable items required above; 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 BMI P specified for this project. Contact the Storrnwater and General Permits Unit at [phone] for the
status and availability of these forms.
Form SWU-102 Wet Detention Basin Supplement
Form SWV-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 SINU-109 Innovative Best Management Practice Supplement
Form SWU-101 Version 3.99 Page 3 of 4

VI• SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by'the Division of Water Quality (E)WQ).
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.
• Original and one copy of the Stormwater Management Permit Application Form �Ijv► Initials
• One copy of the applicable Supplement Form(s) for each BMP
• Permit application processing fee of $420 (payable to NCDENR)
• Detailed narrative description of stormwater treatment/management ry)
• Tivo copies of plans and specifications, 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 NCSR 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): MCP41S 1rAf 6(AreC1&JA1_6 I•C.
Mailing Address: 3/1y SVI rC Y �i}Nl?f�L,� Dfi17R�CWy�' --
City: VfWW 61- d State: A(C Zip: 2-MJ3
Phone: ( 40 ) 3 �3 -- NO Fax: (. 910 . } 3-Y3 � 02 Y
VIII. APPLICANT'S CERTIFICATION
1, (print or type name of person Iisted in General Informatioyi, item 2) M#7_1 mye/
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.
Signature: �'_ Date: —©
Form StiVU-101 Version 3.99 Page 4 of 4

s
��. •�
- it

Permit No- —SW o `ez10(6
(to be provided bY DIV&
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
-- -7
DWQ Stormwater Management Plan Re.View:,
A complete stormwater management plan su6�'iit[al 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 t
Project Name: W f 1 C (Over
Contact Person: ,EFF mqh-"s-_ Phone Number: ( qla ) 3`J3 - r763
This worksheet applies to: Basin No. in Drainage Area
(as identified on plans) (from Form SWU-101)
I,
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 �U RC g
Infiltration Rate _ q • n @) or cf/hr/sf (circle appropriate units)
SHWT Elevation frnsl (Seasonal High Water Table elevation)
Basin Design Parameters
Design Storm 1 �% inch (1.5 inch event far SA waters, 1 inch event for others)
Design Volume '� "�r5b� c.f.
Drakvdown Time 0-42 days
Basin Dimensions
Basin Size �Za ft. x �`
Basin Volume Provided
Basin Elevations
Bottom Elevation
Storage Elevation
Top Elevation
1254 c.f.
fmsl
19• fmsl
I L fmsl
ft. = W sq. ft. (bottom dimensions)
Form Ski"U-103 Rev 3.99
Page 1 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
::J k-' a.
System is located 50 feet from class SA waters and 30 feet from other surface waters.
b.
System is Iocated at least 100 feet from water supply wells.
5h^ 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.
I� ►,, : r I lea
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.
g.
Drainage area for the device is less than 5 acres.
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 rainfall (1.5 inch 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.
rv,- k.
All side slopes stabilized with vegetated cover are no steeper than 3:1 (H:V).
J 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.
_
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.
q.
Runoff in excess of the design volume bypasses off-line systems (bypass detail provided).
fir'^ 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 SWU-103 Rev 3.99 Page 2 of 3

F 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 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 01 � 'z S_ feet in the pretreatment unit, the sediment shall be
removed from both the pretreatment emit 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 A000 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 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: SE (OF iq,+s+T-,xdi co Co ._
Address: c)4x Poi'ti
Phone: (qlo) `{5� -6625 Date: 111,S104
Signature:
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.
a Notary Public for the State of Norte C'orol',aa County of
t\1t,,_• 1`inraWcjr , do hereby certify that Mmm+t . l 19tKc. personally appeared before me this'5
day of iJp+l�w.tioa.r W04 , and acknowledge the due execution of the forgoinc, infiltration basin maintenance
requirements. Witness my hand and official seal,
SEAL AMANDA PEELER
Notary Public
New Hanover County
Form SW -1 ev,$t�tUe of North Carolina
,My corrtimission expires 12 2{
Page 3 of 3

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April 22, 2010
Angela Hammers
NCDENR
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
Subject: Paradise Cove
Permit No. SW8 041106
New Hanover County
Dear Ms. Hammers,
mm
APR 21 2010
In response to your letter dated April 13, 2010, we offer the following responses to address the
deficiencies notes in the inspection report.
1. A copy of the Certification by a PE is attached.
2. a) We would request to meet you onsite to identify the areas of erosion
b) A benchmark is located in the basin. We will identify this for you when we are
able to meet you onsite.
Please contact me at 910-44-3681 or via email at Stephannie @secofconstruction.com. We will
be able to address you concerns in a timely manner upon setting a time to meet at the property.
Regards,
ep nie Mebane
roject ager
SECOF Construction Company, Inc.
910-443-3681
S�CP*WOSCOOf OWSW(hO, Cal

State Stormwater Management Systems
Permit No. SW8 041106
New Hanover County
Designer's Certification
1, 4 Md I SS , as a duly registered Ln iwr in the
State of North Car lina, having been authorized to observe (periodically/ weekly/ full
time) the construction of the project,
Par
(Project)
ve
for Secar (ar►S,�' C o i CO. c. (Project Owner) hereby state that, to the
best of my abilities, due care and di igence 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:
The elvexlq ion .Of Ae we;r ,-n f-he flow Pass de.v;ce is 4,z5 WOW
+6 pr fIsed 8le0han ) buf Ae ats;jn (r-ep;rJ) vojuMe is
Signature
Registration N mber 6 5�
Date Lf - 26 `� D
SEAL
a^r-lo
I A-
AVR 21 1414
Certification Requirements:
Page 6 of 7

State Stormwater Management Systems
Permit No. SW8 041106
J 5.
6.
J 10
12.
f 13
The drainage area to the system contains approximately the permitted
acreage.
The drainage area to the system contains no more than the permitted
amount of built -upon area.
All the built -upon area associated with the project is graded such that the
runoff drains to the system.
All roof drains are located such that the runoff is directed into the system.
The bypass structure weir elevation is per the approved plan.
The bypass structure is located per the approved plans.
A Trash Rack is provided on the bypass structure.
All slopes are grassed with permanent vegetation.
Vegetated slopes are no steeper than 3:1.
The inlets are located per the approved plans and do not cause short-
circuiting of the system.
The permitted amounts of surface area and/or volume have been
provided.
All required design depths are provided.
All required parts of the system are provided.
V 14. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Regional Office
Town of Carolina Beach Building Inspections
Page 7 of 7