SW8051048_HISTORICAL FILE_20120802

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW �1f�'Y�
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
FHISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

NCDEE R
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
August 2, 2012
Division of Water Quality
Charles Wakild, P E
Director
Town of Oak Island
Tom Hogg, Interim Town Manager
4601 E Oak Island Drive
Oak Island, NC 28465
Subject REQUEST FOR DESIGNERS CERTIFICATION
Stormwater Project No SW8 051048
Waterway Park
Brunswick County
Dear Mr Hogg
Dee Freeman
Secretary
On May 9, 2006, the Division of Water Quality issued a Stormwater Management Permit to you
for the subject project Per II 6 of the permit, and per Stormwater Regulation 15A NCAC
2H 10080), which stipulates the following
"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
system has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation "
As of this date, our records indicate the required designer's certification has not been received
Additionally, the Division received a copy of the CAMA Major Permit application for the
construction of 2 Oyster/Marl Bag Sills proposed by the Coastal Federation In order for the
Division to sign off on that project, you will need to provide the required Designer's Certification
for Waterway Park Operation of the stormwater system prior to submission of the required
certification is a violation of NCAC 2H 10080) in accordance with NCGS 143-215 6
Construction is considered complete at the time the project is occupied by an owner or tenant
for its intended use Please submit the required certification by September 2, 2012 Failure to
submit the certification is considered a violation of the permit, and is subject to enforcement
action, per NCGS 143-215 6A
If you have any questions concerning this matter, please call me at [phone] or email me
at linda lewis@ncdenr gov
Sincerely,
Linda Lewis
Environmental Engineer III
GDSlarl S IWQSIStormwater\Permits & Projects120051051048 HD12012 08 req_cert 051048
cc Brad Sedgwick, P E, JBS Consulting, wlenc
Heather Coats, DCM
John Michaux, Town of Oak Island Stormwater
Brunswick County Inspections
Wilmington Regional Office Stormwater File
Wilmington Regpnal Office
127 Cardinal Drive Extension, Wilmington North Carolina 29405 One
Phone [phone] FAX [phone] DEN Assistance 1 877-623 6748 NbfthCarofina
Internet www ncwaterquality org at'ryra //y
An Equal Opporlumty 1 Affirmative Action Employer Kl 1`

Waterway Park
Stormwater Permit No SW8 051048
Brunswick 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 protect, Waterway Park, for Town of Oak Island,
(Protect Owner) hereby state that, to the best of my abilities, due care and diligence was
used in the observation of the protect construction such that the construction was
observed to be built within substantial compliance and intent of the approved plans and
specifications
Required Items to be checked for this certification to be considered complete are on
page 2 of this form
Noted deviations from approved plans and specifications
Signature
Registration Number
Date
SEAL
Page 2 of 3

Waterway Park
Stormwater Permit No SW8 051048
Brunswick County
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 permitted built -upon area associated with the project is graded
such that the runoff drains to the system
4 The outlet/bypass structure elevations are per the approved plans
5 The outlet/bypass structure is located per the approved plans
6 A trash rack is provided on the outlet/bypass structure
7 All slopes are grassed with permanent vegetation
8 Vegetated slopes are no steeper than 3 1
9 The inlets are located per the approved plans and do not cause short-
circuiting of the system
10 The permitted amounts of surface area and/or volume have been
provided
11 Required drawdown devices are correctly sized per the approved plans
12 All required design depths are provided
13 All required parts of the system are provided, such as a vegetated shelf,
forebay and vegetated filter
14 The dimensions of the system, as shown on the approved plan are
provided
cc Brunswick County Budding Inspections
NCDENR DWQ Regional Office
Page 3 of 3

�G
C DEm WAR
North Carolina Department of Environment and Natural Resources ,nv
car
Division of Coastal Management 9 C,
Beverly Eaves Perdue Braxton C Davis �5 j Od( q.Cbee Freeman
Governor Director 5� �U d X Secretary
MEMORANDUM
TO
FROM
SUBJECT
Applicant.
July 17, 2012
Linda Lewis
SWP Permitting
Division of Water Quality -WiRO
ECEIVE
JUL 18 2012
BY.
Doug Huggett, NC DENR-DCM Major Permits Coordinator
400 Commerce Ave, Morehead City, NC 28557 (Courier 11-12-09)
CAMAIDredge & Fill Permit Application Review
Town of Oak Isl - J Michaux - (Waterway Park/Oyster Bag Sill)
Protect Location- Between NE 141h & 151h Streets, Waterway Park, adjacent to the
AIWW, Oak Island, NC, Brunswick Co
Proposed Protect: Applicant proposes to construct two oyster/marl bag sills, to
remove existing concrete riprap and debris, and plant wetland
vegetation
Please indicate below your agency's position or viewpoint on the proposed project and
return this form by August 9, 2012 If you have any questions regarding the proposed
project contact Heather Coats [phone], when appropriate, in-depth comments
with supporting data is requested
REPLY- This agency has no objection to the project as proposed
This agency has no comment on the proposed project
C This agency approves of the project only if the recommended
changes are incorporated See attached Aleeul PUC7 (7a-t
This agency objects to the project for reasons described in the
attached comments
SIGNED DATE Z-
400 Commerce Ave, Morehead City, NC 28557 3421
Phone [phone] FAX [phone] Internet w_ww nccoastalmanapement net One
An Equal Opportunity 1 Affirmative Action Employer North Carolina
Natur"111

Form DCM MP-3
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1 Be sure to complete all other sections of the Joint
Application that relate to this proposed project Please include all supplemental information
GENERAL`UPLAND DEVELOPMENT
a Type and number of buildings, facilities units or structures b Number of lots or parcels
proposed
None
c Density (give the number of residential units and the units per
acre)
None
e If the proposed project will disturb more than one acre of land the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land -disturbing
activity begins
(r) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
❑Yes ❑No ®NA
(u) If yes, list the date submitted
g Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and/or built -upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking
0
Give the percentage of the entire tract to be covered by impervious
and/or built -upon surfaces, such as pavement, budding, rooftops,
or to be used for vehicular driveways or parking
0
Describe proposed method of sewage disposal
NIA
I Describe location and type of proposed discharges to waters of the
state (e g surface runoff, sanitary wastewater, industrial/
commercial effluent 'wash down" and residential discharges)
none
d Size of area to be graded filled or disturbed including roads,
ditches, etc
0 33 acre
f List the materials (such as marl, paver stone, asphalt or concrete)
to be used for impervious surfaces
None- previously dumped impervious materials (ie
concrete debris) will be removed from the site
h Projects that require a CAMA Major Development Permit may also
require a Stormwater Certification
(r) Has a site development plan been submitted to the Division of
Water Quality for review?
❑Yes []No ®NA
(u) If yes, list the date submitted
k Have the facilities described in Item (r) received state or local
approval?
[]Yes []No ®NA
If yes attach appropriate documentation
m Does the proposed project include an innovative stormwater
design?
❑Yes [:]No ®NA
If yes, attach appropriate documentation
REC'D J U [ 11 2012
252-808-28082 1-888-4RCGAST www ricconstalmana ement net revised 12126/06

Form CCM MP-3 (Upland Development, Page 2 of 2)
m Describe proposed drinking water supply source (e g , well, n (i) Will water be impounded? []Yes ®No ❑NA
community, public system, etc )
(ii) If yes how many acres?
none
o When was the lot(s) platted and recorded?
Deeded 2003/2007 (see attached)
Y A ,
07/11/12
Date
Oak Island Waterway Park Restoration Protect
r S� vo
ProlectName r s+•R° ,� Ye
f �- '
� Yw, 4i r
Tracy,,Skrabal (Agent, Town of,Oak Island)
Applf7 Namer'
Applicant 5 n ure; r
p If proposed development is a subdivision, will additional utilities be
installed for this upland development?
❑Yes []No ®NA
RECD ,111I 11 2012
252-808.2808 1.888-4RCOAST www nccoastalmanagement net revised 12126/06

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IECD J U L 11 2012

Form DCM MP-4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1 Be sure to complete all other sections of the Joint
Application that relate to this proposed protect Please include all supplemental information
1. DOCKING FACILITY/MARINA CHARACTERISTICS Y ° ($This section not applicable
a (i) Is the docking facilitylmarina b (i) Will the facility be open to the general public?
❑Commercial ❑PubliclGovernment ❑PrivatelCommunity ❑Yes []NO
c (i) Dock(s) and/or pier(s)
d (i) Are Finger Piers included? []Yes ❑No
(n) Number
If yes
(ni) Length
(u) Number
(iv) Width
(iii) Length
(v) Floating ❑Yes ❑No
(iv) Width
(v) Floating ❑Yes ❑No
e (i) Are Platforms included? ❑Yes [:]No
f (i) Are Boatlifts included? ❑Yes [:]No
If yes
If yes
(u) Number
(n) Number
(ni) Length
(ni) Length
(iv) Width
(iv) Width
(v) Floating ❑Yes []No
(Vote Roofed areas are calculated from dnphne dimensions
g (i) Number of slips proposed
h Check all the types of services to be provided
❑ Full service, including travel lift andlor rail repair or
(n) Number of slips existing
maintenance service
❑ Dockage, fuel, and marine supplies
❑ Dockage ("wet slips") only number of slips
❑ Dry storage number of boats
❑ Boat ramp(s) number of boat ramps
❑ Other please describe
i Check the proposed type of siting I Describe the typical boats to be served (e g , open runabout
❑ Land cut and access channel charter boats sail boats mixed types)
❑Open water, dredging for basin and/or channel
❑Open water, no dredging required
[]Other please describe
k Typical boat length I (i) Will the facility be open to the general public?
❑Yes ❑No
m (i) Will the facility have he pilings? h y fr k� i
❑Yes ❑No �� u� ,
(n) If yes number of tie pilings? € 3 N 2 9
• r fiJ gat �i+'Iq
252 808-2808 1-888-4RCOAST wvvwr.nccoastaimanagement net revised 12127106

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Form DCM MP-2
EXCAVATION and FILL
(Except for bridges and culverts)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1 Be sure to complete all other sections of the Joint
Application that relate to this proposed project Please include all supplemental information
Describe below the purpose of proposed excavation and/or fill activities All values should be given in feet
Access
Other
Channel
(NLW or
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
Breakwater
(excluding
shoreline
NWL)
stabilization
Length
Width
Avg Existing
NA
NA
Depth
Final Project
NA
'NA
Depth
I., EXCAVATION z
3 _ 4 [I This section not applicable
a Amount of material to be excavated from below NHW or NWL in b Type of material to be excavated
cubic yards Concrete rubble slabs and bricks
none
c (i) Does the area to be excavated include coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? if any boxes are checked, provide the
number of square feet affected
❑CW ❑SAV ❑SB
❑WL ®None
(a) Describe the purpose of the excavation in these areas
Town of Oak Island staff (contact John Michaux) will remove
concrete debris from Lot 1 upland and along the shoreline
fronting lot 1, and will smooth grade the lottshoreline to allow
restoration of coastal marsh and native riparian vegetation along
the shoreline No new material will be used as fill, and no
earthen material will be removed from the site, except as occurs
incidentally while removing the debris and clearing vegetation
as part of the debris removal
d High -ground excavation in cubic yards
None
JUN 2 0 2012
-A 1141 141
2. DISPOSAL OF EXCAVATED MATERIAL , ` ❑This section not applicable
a Location of disposal area b Dimensions of disposal area
Town of Oak Island maintenance yard 0 25 acre
c (i) Do you claim title to disposal area? d (i) Will a disposal area be available for future maintenance?
®Yes []No []NA. ❑Yes ❑No ®NA
(u) If no attach a letter granting permission from the owner (n) If yes, where?
e (i) Does the disposal area include any coastal wetlands/marsh f (i) Does the disposal include any area in the water'?
(CW), submerged aquatic vegetation (SAV), shell bottom (SB), ❑Yes ®No ❑NA
or other wetlands (WL)? If any boxes are checked provide the
number of square feet affected (u) If yes, how much water area is affected
❑CW ❑SAV ❑SB
OWL ®None
252-808-2808 . 1-888-4RCOAST www necoastatmanac[ement net revised 12126106

Form DCM MP-2 (Excavation and Fill, Page 2 of 3)
(ii) Describe the purpose of disposal in these areas
3. SHORELINE STABILIZATION " .r s , f _ '3 ' ' — y _ - z ' �❑ This section not applicable
(If development is a wood groin, use MP-4 — SMuctures)`
a
a Type of shoreline stabilization b Length
❑Bulkhead ❑Riprap ®Breakwater/Sill ❑Other Width
c Average distance waterward of NHW or NWL 25' average of d Maximum distance waterward of NHW or NWL 35' maximum
shoreline fronting property along ICWW (with the exception of from NHW along shoreline fronting bulkheadlmarsh, and 100'
structure channeiward of artificial stormwater drainage "gut" which maximum at landward extent of tidal flow into artificial tidal'gut"
is tidally influenced (See 3 d) adjacent to Lots 1 and 4
e Type of stabilization material
Marl (-2" diameter marl) bags used as base and oyster bags used
for top 2-3 layers
g Number of square feet of fill to be placed below water level
Bulkhead backf+ll Riprap
Breakwater/Sill 1600 f12 Other
+ Source of fill material
Oyster bags and marl bags created by NC Coastal Federation
volunteers/staff and Town of Oak Island staff
(i) Has there been shoreline erosion during preceding 12
months?
®Yes ❑No ❑NA
(n) If yes, state amount of erosion and source of erosion amount
information
Information on extent of erosion is qualitative, possible loss of
0 5' of coastal marsh shoreline (over12 mos)from boat
wake/storm erosion Information provided by observation by
Town staff
h Type of fill material
oyster shell bags and marl (- 2" diameter) bags
4. OTHER FILL ACTIVITIES _ , € ' " w ;, ❑This section not applicable
(Excluding Shorekrie Stabilization) V°
1 . 4u a 4, 1
a (i) Will fill material be brought to the site? ❑Yes ❑No ❑NA b (i) Will fill material be placed in coastal wetlands/marsh (CW),
If yes, submerged aquatic vegetation (SAV) shell bottom (SB), or
(++) Amount of material to be placed +n the water other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected
(iii) Dimensions of fill area ❑CW ❑SAV ❑SB
(iv) Purpose of fill OWL ❑None
(++) Describe the purpose of the fill in these areas
5 GENERAL
a How will excavated or fill material be kept on site and erosion b What type of construction equipment will be used (e g dragline
controlled? backhoe, or hydraulic dredge)?
material is part of an erosion control protect but soil erosion from backhoe and/or escavator to remove debris, sill construction by
disturbed upland lot will be contained by silt fencing hand
c (i) Will navigational aids be required as a result of the project? d (i) Will wetlands be crossed in transporting equipment to project
®Yes ❑No [:]NA site? []Yes ®No ❑NA
(n) If yes, explain what type and how they will be implemented (u) If yes, explain steps that will be taken to,avo+d or minimize
PVC pipe with signage environmental impacts` ; ?i"
2012
252-808-2808 1-888-4RCOAST * www nccnastalmanagement net i revised 112126106

Form DCM MP-2 (Excavation and Fill, Page 3 of 3)
laid
Date
Protect Naina
Applicant pi
me
1 �
� � v
Apph t sign e r w
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252-808-2808 1-888-4RCOAST ,, www nccoastalmanagement net revised 12/26/06

Form DGM MP-4 (structures, Page 2 of 4)
I
2: DGCKING FACILITY/MARINA OPERATIONS t , ' %This section not applicable
a Check each of the following sanitary facilities that will be included in the proposed project
Cl Office Toilets
❑ Toilets for patrons Number Location
❑ Showers
❑ Boatholding tank pumpout, Give type and location
b Describe treatment type and disposal location for all sanitary wastewater
c Describe the disposal of solid waste, fish offal and trash
d How will overboard discharge of sewage from boats be controlled?
e (i) Give the location and number of "No Sewage Discharge" signs proposed
(u) Give the location and number of "pumpout Available" signs proposed
f Describe the special design if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products
g Where will residue from vessel maintenance be disposed of?
h Give the number of channel markers and "No Wake" signs proposed
i Give the location of fuel -handling facilities, and describe the safety measures planned to protect area water quality
j What will be the marina policy on overnight and live -aboard dockage?
k Describe design measures that promote boat basin flushing?
I If this project is an expansion of an existing marina, what types of services are currently provided?
m Is the marinaldocking facility proposed within a primary or secondary nursery area?
[]Yes ❑No
'4,f\, V%tiLri,dei I -,I 0Nq F�!
252-808-2808 11-8884RCOAST www nccaastalmainagement net revised 12127106

Form DCM MP-4 (Structures, Page 3 of 4)
n Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
❑Yes [:]No
o is the marina/docking facility proposed within or adjacent to coastal wetlands/marsh (CW), submerged aquatic vegetation (SAV), shell bottom
(SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected
❑CW ❑SAV ❑SB
❑WL []None
p Is the proposed marinaldocking facility located within or within close proximity to any shellfish leases? ❑Yes [:]No
If yes give the name and address of the lesseholder(s), and give the proximity to the lease
3. BOATHOUSE (including covered lifts) - ' This section notapplicable
a (i) Is the boathouse structure(s)
❑Commercial ❑PubadGovernment ❑PnvatelCommunity
(u) Number
(iii) Length
(iv) Width
Note Roofed areas are calculated from dripline dimensions
4. ,GROIN (e g , wood, s$i' ptpile, `eta if a'rock groin, use MP4 Excavation and Fill) RThis section not applicable
a (i) Number
(n) Length
(iii) Width
5 BREAKWATER, (a g, wao�d, sheetprle, etc) ® This section not applicable
5
a Length b Average distance from NHW, NWL or wetlands
c Maximum distance beyond NHW, NWL or wetlands
I - -
6. MOORING PILINGS and BUOYS s , - ;MThis section not applicable
a Is the structure(s)
❑Commercial ❑PublictGovernment ❑Private/Community
c Distance to be placed beyond shoreline
Note This should be measured from marsh edge rf present
e Are of the swing
T rGENERAL
yr t
b Number
d Descnption of buoy (color, inscription, size, anchor etc )
JUN 2 9 2012
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252-806-2808 1-888-4RCOAST www necoastalmanagement net revised 12/27106

Form DCM MP-4 (Structures, Page 4 of 4)
a Proximity of structure(s) to adjacent riparian property Imes b Proximity of structure(s) to adjacent docking facilities
Sill structure will extend to Town of Oak Island property -75'
boundaries
Note For buoy or moonng piling, use arc of swing including length
of vessel
c Width of water body
-400'- (ICWW)
e (i) Will navigational aids be required as a result of the project?
®Yes ❑No ❑NA
(n) If yes, explain what type and how they will be implemented
PVCpipe with signage channelward of sill structure
d Water depth at waterward end of structure at NLW or NWL
0 0' water at NLW
8. OTHER'
. p This section not applicable
a Give complete description
Emplacement of 200' X 8' (1,600 ft2) of oyster shell bag/marl bag sill for habitat restoration and to provide erosion control for
existing and restored coastal marsh
6f26f12
y— c
Date
Oak Island Waterway.Park Oyster Bag Sill protect = `'
Project Name
Town'of Oak Island/North`Carolina Coastal Federation - r
Applica Namw `
/V
Applicant Sr tur; G�-
�5:. loci �r.n
}1 W0 )
252-808-2808 1 888-4RCOAST www nccoastalmanagement net revised 12/27/06

Waterway Park Oak Island, NC
Disclaimer Map and parcel data are believed to be accurate, but accuracy is not Map Scale
guaranteed This is not a legal document and should not be substituted for a title search, 1 inch = 99 feet
appraisal, survey, or for zoning verification
jUN 2 9 2012
uto-�4G�y�3 '9�i�r�. Fri ter
http //gis brunsco net/pnntPrewew aspx`�PnntOptData=Waterway Part{ Oak Island, NC1010 G/26/201 �,' {"

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File Edit View Insert SelediJon Tools Help
HE 14TH
JUN 2 9 2012
Results 1 -1 of f
E3 Parcel Boundary
® TOWN OF OAK ISLAND
23 5HAO42
Parcel Number
236HAD42
Account Number
31146NO
PIN
205616944947
Owner
TOWN OF OAK
ISLAND
Owner Address 1
Owner Address 2
44601 F. OAK ISLAND
DR
City
OAK ISLAND
State
NC
21p
28+tt35
Legal Description
k-1$2 8-167 S-11 TH
PLAT 6M28
Parcel Street
Number
1400
Parcel Street
P YACHT
$treat T
DR
Street Dir
Subdivision
Deed Book
1796
Deed Page
0841
Deed Date
7/31/2003
Plat Book
Plat Page
Plat Date
Land Value
$480,000
BuNdIng Value
SI)
Omer Value
$6 010
Deferred Value
$0
Total Taxable
Value
$486,010
Heated Sq Ft
Year Built
erjdrourns
Full Bathe
Stories
Ext. Wal 1
Ext Wall 2
Neig#rborhood
306D
Mwudpaldy
OAK ISLAND
Fire Tax Distrid
OAK ISLAND
Township
SMITHVILL.E
Acreage
Sale Price
wo DOD
http //g1s brunsco.net/ 6/26/2012

http Rgis bnmsco net/ 6/26/2012

http //gis brunsco.ned 6/26/2012

State Stormwater Management Systems
Permit No SW8 051048
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
Peter Bine & Town of Oak Island
Waterway Park
East Yacht Dnve, Oak Island, Brunswick 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 "stormwaterrules) and
the approved stormwater management plans and specifications and other supporting
data as attached and on file with and approved by the Division of Water Quality and
considered a part of this permit
This permit shall be effective from the date of issuance until May 9, 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 in Section 16 on page 3 of this permit The stormwater
control has been designed to handle the runoff from 30,703 square feet of
impervious area The infiltration basin must be operated with a 50' vegetated
filter
3 The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans The built -upon area for the future
development is limited to 186 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
5 The runoff from all built -upon area within the permitted drainage area of this
protect must be directed into the permitted stormwater control system
Page 2 of 7

0
State Stormwater Management Systems
Permit No SW8 051048
6 The following design criteria have been provided in the infiltration basin and must
be maintained at design condition
a DrainaArea, 2cres
gnsite, ft
Offsite, ft2
b Total Impervious Surfaces, ft2
c Design Storm, inches
d Basin Depth, feet
e Bottom Elevation, FMSL
f Bottom Surface Area, ft2
g Bypass Weir Elevation, FMSL
h Permitted Storage Volume, ft3
i Type of Soil
i Expected Infiltration Rate, inlhr
k Seasonal High Water Table, FMSL
I Time to Draw Down, hours
m Receiving Stream/River Basin
n Stream Index Number
o Classification of Water Body
II. SCHEDULE OF COMPLIANCE
1 38
60,113
0
30,703
15
20
85
1,957
105
6,897
Leon Sands
15
60
<12 hours
Intracoastal Waterway 1 Lumber
LBR59 15-25
"SA"
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 SW8 051048
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
Ma)or 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

State Stormwater Management Systems
Permit No SW8 051048
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 protect are incorporated by reference
and are enforceable parts of the permit
9 The permittee shall notify the Division any name, ownership or marling address
changes within 30 days
Permit issued this the 9th day of May 2006
NORTH C OLINA ENVIRONMENTAL_ MANAGEMENT COMMISSION
for ime ,Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

1
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CONSULTING, PA
7332 Cotesworth Dave
Wilmington, NC 28405
[phone] Fax [phone]
PLANNING - ENGINEERING - CONSTRUCTION MANAGEMENT
May 8, 2006
NCDENR - DWQ
Ms Linda Lewis
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
RE Reponses to Comments dated 5/5/06
Waterway Park
Oak Island NC
SW8 051048
Dear Linda,
This submittal is based on your email and telephone call dated 5/5/06 1 trust I have finally
answered your concerns
Based on your comments I have labeled the contour line of the infiltration pond on sheet C 1
and added more detail
This line is the top of the pond (Elev = 11 0' ) Based on this Information the contractor should
have plenty of Information in which to construct the pond
Sincerely,
1A
Bradford Sedgvwck, PE
President
Attached
2 - Copies of the plan set Sheets C 1
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r1g{ , t S LOU3

Waterway Park SW8 051048
r
d
Subject: Waterway Park SW8 051048
From: Linda Lewis <linda lewis@ncmail net>
Date: Fri, 05 May 2006 16 11 05 -0400
To: Brad Sedgwick <bradsedgwick@hotmail com>
Brad
I've been asked to move this pro3ect along, so I reviewed the information you
resubmitted on April 6, 2006 There must have been some misunderstanding regarding
my comment #2 and the contour elevation in the basin On sheet C1 you show a
dimensioned contour line This contour line is not labeled as to what elevation it
is I need for you to tell me what is the elevation of that contour that you have
shown all those dimensions for Without knowing what that elevation is, the system
cannot be constructed
Linda
1 of 1 5/5/2006 4 39 PM

ni
RECEIVED
APR 0 6 2006
DWQ
pROJ # 15W yo ito¢8
NCDENR
STORMWATER CALCULATIONS
AND SUPPORTING DATA
FOR
WATERWAY PARK
RECREATION 1 ACCESS PARK
Oak Island, NC
September 23, 2005
Revised April 6, 2006
Prepared for
Town of Oak Island
4601 E Oak Island Drive
Oak Island, North Carolina 28465
Prepared by
JBS Consulting, PA
7332 Cotesworth Dr
Wilmington, NC 28405
1-910-619-9990 Phone
1-910-401-1620 FAX

7
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WATERWAY PARK
RECREATION 1 ACCESS PARK
Oak Island, NC
September 23, 2005
Table of Contents
DESIGN NARRATIVE
Existing Site
Proposed Improvements
Stormwater Treatment Calculations
Geotechnical report
Page

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WATERWAY PARK
RECREATION 1 ACCESS PARK
Oak Island, NC
September 23, 2005
DESIGN NARRATIVE
Existing Site
The Town of Oak Island is proposing the development of a boat ramp and recreational park on
the Intercoastal Waterway The proposed 1 34 acre tract of land is located in Brunswick County
on the north side of East Yacht Drive, between 14'h and 150' Street, approximately 1 2 miles
west of the Oak Island bridge
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Figure 1 - USGS
The existing Property is currently used for limited public access to the InterCoastal Waterway,
there have been no improvements made to the property other than the construction of some
wood bulk heads, 2 small piers and shore line rip -rap protection The site's vegetation is made
up of mature trees with under story growth, grasses and weeds The property also bound by the
Intercoastal Waterway, the predominate vegetation in this area is cord grass and needlerush

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The Brunswick County SCS Sod Survey indicates that the property's soil is Leon sand (Lo)
Leon sand is a poorly drained soil, surface runoff is slow and infiltration is rapid the seasonal
high water table is at or near the surface
404 wetlands have been identified on the property
Proposed Improvements
The development of this site will be for a public boat ramp and park The proposed
development will consist of a bulk head along the shore line, gravel parking area, gravel access
roads, concrete boat ramps The facility will be accessed from the existing paved East Yacht
Drive, to the south of the property The total property area is 1 38 acres The developments
impervious area will be 30,517sf of gravel paved areas (including the handicap spots), 187sf
gazebo making the total built upon area 30,703 sf, or 51% of the 1 38 acre total A stormwater
management system will provide attenuation for the pre/post 10 year storm, required by the
Town of Oak Island and the same stormwater drainage basin has been sized to treat the 1 %"
storm even Storm events greater than the 1 Y2" will bypass the drainage basin and overland
flow a 50' min in grassed swales before discharging to the Intracoastal Waterway The
Intracoastal Waterway is within the Lumber Basin and is classified SA, HQW The classification
is dated 12/01 /63 and the index # is 15-25

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Basin #1
Stormwater Treatment Worksheet
Total Basin Area Ta = 1 38 acres
Impervious Area Ia = 0 70 acres
% Impervious Area I = Ia 100 1 = 50 725 Yo
Ta
1.5" Storm Volume to be Controlled
Schueler (1987) 'Simple Method" of volume calculation
Rv = 0 05 + 0 0091 Rv = 0 507
Volume = 1 5 Rv Ta 43560 Volume = 3806 055 cf
12
Stage -Storage Calculations for Proposed Infiltration Basin
--J
Side slope above bottom elevation
-
3 _�
-
Seasonal Nigh Water elevation
6
Stage/Storage
_
Cumulative
Contour Incremental Volume, S
Area SF Volume CF CF
Contour
r
8.50
1,9570
0
0
Bottom Elev
9.00
2,7109
1,167
1,167
T
991
3,3093
2,739
3,906
Treatment Volume
1000
4,2739
341
4,247
_
10.60
4,6752
2,237
6,485
Overflow Elev
1100
6,8934
2,952
7,199
_
4/6/2006
By Jroney
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1 5" Treatement Volume Drawdown
112 of the min Infiltration rate provised
Infiltration Rate inch/hour lr = 1 5 by ECS
Bottom Area Ap = 1957 sf
1r
Q T Ap 123600
Time =
Volume
Q 86400
Q=0068
Time = 0 665 lays
Total Infiltration Basin Drawdown
Time =
6485
Q 86400
4/6/2006
By Jroney
Ck
Time = 1 105 lays
Note less that 5 days
Note less that 5 days

AL
JBSC
NCDENR - DWQ
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
ATTENTION Linda Lewis
LETTER OF TRANSMITTAL
DATE A4Ft#XW I ^ f9 / _
(p
PROJECT NO 018-001
TASK NO
RE SW 051048
TRANSMITTAL NO
PAGE 1 OF
WE ARE SENDING x Originals II Prints ❑ Shop Drawings ❑ Samples
❑ Specifications ❑ Calculations ❑ Other -
Quantity
Drawing No
Rev
Description
Status
1
Response Letter to Lewis — Comments from 4-3-06 Letter
C
2
Sheet 2 of 4 of the application
G
2
Copy of the narrative
G
2
Copies of the plan set Sheets C1, C2 AND C3
G
Issue Status Code A Preliminary B Fabrication Only C For Information D Bid
E Construction F For Review & Comments G For Approval H See Remarks
Action Status Code 1 No Exceptions Taken 2 Make Corrections Noted 3 Other
4 Amend & Resubmit 5 Rejected -See Remarks
REMARKS

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April 6, 2006
NCDENR — DWQ
Ms Linda Lewis
127 Cardinal Dnve Extension
Wilmington, NC 2840543845
RE Reponses to Comments dated 413106
Waterway Park
Oak Island, NC
SW8 051048
Dear Linda
7332 Cotesworth Dnve
Wilmington NC 28405
Phone [phone]
Fax [phone]
Email BrodSedgwick@Hotmail com
RECEIVED
APR 0 6 2006
nwQ
PROD #
This letter is response to your comments in your letter dated April 3, 2006 For your convenience I
have included your comment in italics and my responses is fisted below the comment
1 Them are so many discrepancies and addition errors
I have gone through every document and all numbers match. I as such 1 am resubmitting two
copies of the narrative, two copies of the calculations, two copies of Sheet 2 of 4 of Form SWU-
101, and two sets of Sheets C1, C2 and C3
2 As previously requested, please label the contour elevation that the basin dimensions and radii apply
to
In the previous submittal I labeled every contour line and showed almost all the radius points
There was ample information to build the structure but based on your request I have added
more dimensioning.
3 Please add spot elevations for the vegetated filter and provide detail
I have added more spot elevations to Sheet C2. The vegetative filter details were included with
the level spreader detail. I have added more Information to this detail and renamed it. The detail
appears on sheet C3 in the bottom right corner

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0 Page 2
April 6, 2006
I trust this answers your questions regarding this project and look forward to obtaining a permit on this
project As always should you have any comments please do not hesitate to call
Sincerely,
Bradford Sedgwick, P
President
2 - Sheet 2 of 4 of the application
2 — Copy of the narrative
2 — Copies of the plan set Sheets C1, C2 AND C3

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NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F Easley, Governor Charles S Jones, Director William G Ross Jr, Secretary
May 15, 2006
Mr Peter B me, Town Manager
Town of Oak Island
4601 E Oak Island Drive
Oak Island, NC 28465
Dear Sir
MAY 1 8 7006
This letter is in response to your application tequest under the Coastal Area
Management Act (CAMA) to carry out development of a public waterfront park facility, in
B t unswick County
Processing of the peimit application was placed on hold by the Morehead City
office on April 19 2006 pending furthei infoimation requested by the Division of Water Quality
(DWQ) On May 15, 2006 we ieceived confirmation from DWQ that the iequested information
was received and that the project received a storniwater certification (SW8051048 on May 9
2006) Therefore, by way of this letter we ate intoiming you that your application is no longer
on Division of Coastal Management hold and piocessmu of the application will continue which
will make the 75 day deadline July 16, 2006 however, we expect to take action prior to that time
and will do so as Soon as possible
If you have any questions concerning these matters, please feel free to contact me
by telephone [phone] ext 211), fax [phone]) or e-mail (rich «eaver@nomad net)
Sinc
erely
V4!r�j�
�
R ichai d S Weaver
Atisistant Major Permits Coordinator
Cc DCM — Wilmington
DWQ — Linda Lewis
Brad Sedgwick — JBS Consulting
400 Commerce Ave, Morehead City, North Carolina 28557
Phone [phone] FAX [phone] Internet www nccoastalmanagement net
An Equal Opportunity 1 Affirmative Action Employer — 50% Recycled 110% Post Consu„ier Paper

r- - r4 -
NC®ENR
North Carolina Department of Fnvlronment and Natural Resources
Division of Coastal Management
Michael F Easley, Gove�iior Chal los S Jones, Dtroctor William G Ross Jr, Secretary
April 19, 2006
Mi Petei Bine, Town Manager
Town of Oak Island
4601E Oak Island Di.ive
Oak Island, NC 28465
Dear Su
RE C.e1
APR ? ZJ)
2M
This letter is in response to your application request under the Coastal Area Management
Act (CAMA) to carry out development of a public waterfront park facility, in Brunswick County
Processing of the permit application, which was received by the Division of Coastal
Management's Wilmington office on 4/6/06, is ongoing However, it has been determined that
additional information will be required prior to the Division taking final action on your
application This item is summarized below
1) It is the policy of this Division that, prior to taking final action on a project of this nature,
a stormwater management plan for the proposed development must be approved by the
Division of Water Quality As suggested in the attached letter from DWQ dated 4/3/06, it
is our understanding that this approval has not yet been received for this project
Therefore, it is necessary that processing of your permit application be placed in
abeyance until such time as a stormwater management plan for the proposed project is
issued by the Division of Water Quality, and a copy of the approval supplied to this
office
You will be given five working days from date of mailing If you can provide to this office a
copy of a stormwater management permit within the required time, DCM staff will continue
processing of the application and the processing clock will not be suspended If the required
information is not provided to this office within the specified timeframe, processing of the
application will be suspended until such time as the requested information is provided If you
have any questions concerning these matters, please feel free to contact me by telephone at (252)
808-2808, or by email me at rich weaver@ncmail net
�
S i ce�r�el�y�, � f
�G%vui/b0[
Rich Weaver
Asst Major Permits Coordinator
Cc DCM — Wilmington
3PD~ WQ = Linda-L-ewiD
Brad Sedgwick — JBS Consulting
400 Commerce Ave, Morehead City, North Carolina 28557
Phone [phone] l FAX [phone] Internet www nccoastalmanagement net
An Equal Opportunity I Affirmative Action Employer — 50% Recycled 110% Post Consumer Paper

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April 3, 2006
Mr Peter Bine, Town Manager
Town of Oak Island
4601 E Oak Island Drive
Oak Island, NC 28465
n
a eF4 _�trl!
Subject:RequestforAdditional Information
�Stormwate'r Project No. SW8 051048
`Waterway Park
Brunswick County
Dear Mr Bore
William G Ross Jr, Secretary
North Carolina Department or Environment and Natural Resources
Alan W Klimek, P F Director
Division of Water Quality
The Wilmington Regional office received previously requested information regarding the
pending Stormwater Management Permit Application for Waterway Park on January 25, 2006
A preliminary review of that information has determined that the application is not complete
The following information is needed to continue the stormwater review
There are so many discrepancies and addition errors in the reported built -upon area
numbers, I'm not sure what's correct any more The BUA reported in the Site Data
listed on sheet C1 reports a total of 33,310 square feet, However, when the numbers
shown are added, they only add up to 33,290 square feet The application reports a
total of 31,363 square feet However, when the numbers shown are added, they only
add up to 31,177 square feet I understand that the concrete ramp (1,04a sq ft )
should be excluded from the BUA reported on the application because the runoff
from it is not required to be picked up and treated Please revise as necessary to
make everything match up
2 As previously requested, please label the contour elevation that the basin
dimensions and radii apply to
3 Please add spot elevations for the vegetated filter and provide a detail
Please note that this request for additional information is in response to a preliminary review
The requested information should be received in this Office prior to May 3, 2006, or the
application will be returned as incomplete The return of a project will necessitate resubmittal of
a l required items, including the application fee
If you need additional time to submit the information, please mall or fax your request for a time
extension to the Division at the address and fax number at the bottom of this letter The
request must indicate the date by which you expect to submit the required information The
Division is allowed 90 days from the receipt of a completed application to issue the permit
The construction of any impervious surfaces, other than a construction entrance under an
approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215 1 and is subject
to enforcement action pursuant to NCGS 143-215 6A
No ` Carajjma
fllCQl�lf
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 29405 Phone [phone] Custo mer Service
Wilmington Regional voice Internet www ncwaterquality org Fax [phone]
An Equal OpportunitylAfSrmadve Action Employer— 50% Recycl"10% Post Consumer Paper

Mr Bine
April 3, 2006
Stormwater Application. No SW8 051048
Please reference the State assigned project number on all correspondence Any
original documents that need to be revised have been sent to the engineer or agent All
original documents must be returned or new originals must he provided Copies are not
acceptable If you have any questions concerning this matter please feel free to call me
at [phone]
Sincerely,
Linda Lewis
Environmental Engineer
ENBlarl S1WQSISTORMWATERIADDINF0120051051048 apr06
cc Brad Sedgwick, RE, JBS Consulting
Doug Huggett, DCM
Linda Lewis
Page 2 of 2

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April 3, 2006
Mr Peter Brne, Town Manager
Town of Oak Island
4601 E Oak Island Drive
Oak Island, NC 28465
Subject: Request for Additional Information
Stormwater Project No. SW8 051048
Waterway Park
Brunswick County
Dear Mr Brne
Michael F Easley, Governor
William G Ross Jr Secretary
North Carolina Department of Environment and Natural Resources
Alan W Klimek P E Director
Division of Water Quahty
The Wilmington Regional Office received previously requested information regarding the
pending Stormwater Management Permit Application for Waterway Park on January 25, 2006
A preliminary review of that information has determined that the application is not complete
The following information is needed to continue the stormwater review
There are so many discrepancies and addition errors in the reported built -upon area
numbers, I'm not sure what's correct any more The BUA reported in the Site Data
listed on sheet C1 reports a total of 33,310 square feet However, when the numbers
shown are added, they only add up to 33,290 square feet The application reports a
total of 31,363 square feet However, when the numbers shown are added, they only
add up to 31,177 square feet I understand that the concrete ramp (1,048 sq ft )
should be excluded from the BUA reported on the application because the runoff
from it is not required to be picked up and treated Please revise as necessary to
make everything match up
2 As previously requested, please label the contour elevation that the basin
dimensions and radii apply to
3 Please add spot elevations for the vegetated filter and provide a detail
Please note that this request for additional information is in response to a preliminary review
The requested information should be received in this Office prior to May 3, 2006, or the
application will be returned as incomplete The return of a project will necessitate resubmittal of
all required items, including the application fee
If you need additional time to submit the information, please mall or fax your request for a time
extension to the Division at the address and fax number at the bottom of this letter The
request must indicate the date by which you expect to submit the required information The
Division is allowed 90 days from the receipt of a completed application to issue the permit
The construction of any impervious surfaces, other than a construction entrance under an
approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215 1 and is subject
to enforcement action pursuant to NCGS 143-215 6A
One
Np�r nCaro i
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tuly
North Carolina Division of Water Quality 127 Cardinal Dnve Extension Wilmington, NC 28405 Phone [phone] Customer Service
Wilmington Regional Office Internet www ncwatcrauality or¢ Fax [phone]
An Equal OppodunitylAffirmatrve Acton Employer— 50% Recycled/10% Post Consumer Paper

Mr Bine
April 3, 2006
Stormwater Application No SW8 051048
Please reference the State assigned project number on all correspondence Any
original documents that need to be revised have been sent to the engineer or agent All
original documents must be returned or new originals must be provided Copies are not
acceptable If you have any questions concerning this matter please feel free to call me
at [phone]
Sincerely,
4'� . O't�.
Linda Lewis
Environmental Engineer
ENBlarl SIWQSISTORMWATERIADDINFO120051051048 apr06
cc Brad Sedgwick, P E , JBS Consulting
Doug Huggett, DCM
Linda Lewis
Page 2 of 2

JBSC
NCDENR - DWQ
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
ATTENTION Linda Lewis
LETTER OF TRANSMITTAL
DATE 1-24-06
PROJECT NO 18-1701
TASK NO
RE SW 051048
TRANSMITTAL NO
PAGE 1 OF 1
WE ARE SENDING x Originals ❑ Prints ❑ Shop Drawings ❑ Samples
❑ Specifications ❑ Calculations ❑ Other -
Quantity Drawing No Rev Description Status
2 Revised Drawing (Sheet 3 of 3) G
Issue Status Code A Preliminary B Fabrication Only C For Information D Bid
E Construction F For Review & Comments G For Approval H See Remarks
Action Status Code 1 No Exceptions Taken 2 Make Corrections Noted 3 Other
4 Amend & Resubmit 5 Rejected - See Remarks
REMARKS
cc File Copy
7332 Cotesworth Dnve Wilmington NC Phone [phone]W fax [phone]
Consulting, PA
Sedgwick, PE

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AS Consufflng, PA
Corduc1xMux:igemenf
January 17, 2006
NCDENR - DWQ
Ms Linda Lewis
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
RE Reponses to Site Visit with Vincent
Waterway Park
Oak Island, NC
SWS 051048
Dear Linda
7332 Cotesworth Dnve
Wilmington NC 28405
Phone 91D-619-9990
Fox 910-401 162D
Emod BradSedgwick®Hotmod com
Based on my meeting with Vincent this morning on the above referenced project I am
submitting a revised Sheet 3 of 3 of the protect drawing review set
To address Vincent's concerns on the infiltration beds on this protect I have added the note
on the stormwater basin section indicating the contractor shall remove 36" of soil and replace
with a Type 1 RI This will actual work very well with CAMA's requirements concerning
dewatenng the dedge spoils from the ramp and dock basin This detail is also shown on the
attached sheet
I think we are almost there on this project Please call if you have additional questions
T
S wick, PE
President
Attached
2 - Copies Sheet 3 of 3
RECEIVED
I
IAN 9 5 MIS
5Y

IJBSC
NCDENR - DWQ
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
ATTENTION Linda Lewis
LETTER OF TRANSMITTAL
DATE 1-20-06
PROJECT NO a1$-Oa1
TASK NO
RE SW 051048
TRANSMITTAL NO PAGE 1 OF 1
WE ARE SENDING x Originals ❑ Prints
❑ Specifications ❑ Calculations
❑ Shop Drawings
❑ Other -
❑ Samples
Quantity Drawing No Rev Description Status
1 1 Response Letter to DENR Comments dated 12-20-05 G
1 Protect Narrative w/ Calculations G
1 Replacement Sheet 2 of 4 of the Application G
2 Revised Drawing Package (Sheets 1 thru 4) G
Issue Status Code A- Preliminary S Fabrication Only C For Information D Sid
E Construction F For Review & Comments G For Approval H See Remarks
Action Status Code 1 No Exceptions Taken 2 Make Corrections Noted 3 Other
4 Amend & Resubmit 5 Rejected - See Remarks
REMARKS
RECEIVED
JAN 8 0 T006
cc File Copy
7332 Gawworlh Drive VWhniVon
Signed
Fax 1 9ta722 97W
Consuldng, PA
PE

M
AS Consufflng, PA
F�� �'�'1�'�,COftStuC.'60C11VIC7'iC�'T1E�'1�
January 17, 2006
NCDENR — DWQ
Ms Linda Lewis
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
RE Reponses to Comments dated 12/20/05
Waterway Park
Oak Island, NC
SW8 051048
Dear Linda
7332 Coiesworth Drive
Wilmington NC 28405
Phone [phone]
Fax [phone]
Email BrodSedgwicWHotmail com
DECEIVED
JAN 10 2006
nwQ
PBOJ tt
This letter is response to your comments in your letter dated December 20, 2006 For your
convenience I have Included your comment in italics and my responses is fisted below the
comment
9 The built upon -area numbers in the narrative do not match up with what is reported on the
application Please either revise the narrative or the application and calculations, as necessary
The numbers in the nanatrve were incorrect. The Owner required a bathhouse and than took
the bathhouse out. We have advised him to include the proposed bathhouse in the permit. In
addition the boat ramp area was used in the original calculations The ramp is not Included In
the revised calculations. The numbers in the narrative have been corrected. The numbers on
Sheet 2 of 4 of the application have also been modified
2 Please dar*en up the print on the basin calculations page where the contour elevation and area are
shown The pnnting is a very light tan that is almost unreadable
The onginat copy was red and pretty I guess you were reading a copy which was not so pretty.
Anyways it has been changed per your request.
3 Vincent seems to remember that the proposed basin was located in an area that he thought was
determined to be unsuitable for infrlfration He is willing to reschedule the site visit for early in the
coming year to confirm, since the completed site investigation farm can not be found
Based on Vincent's review and recommendations we raised the infiltration basins so that the
inverts of the proposed infiltration basins are at existing grade Vincent Indicated that the first 2
feet of the soil strata were acceptable for use in an infiltration bed.
Prior to you receiving this letter we "reapplied" for a site visit.

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• Page 2 January 20, 2006
4 Please relabel the detention basin" to an" infiltration basin" Detention is not allowed within X mile of
SA waters
This change has been to the drawings
5 Please revise the basin section detail If currently species a bottom elevation of 2 0 while the
supplement reports a bottom elevation of 8 5
The detail has been modified
6 Please add more dimensions and radii to the basin area Please also label the contour elevation that
those dimensions and radii apply to
More dimensions and radii have been added to the plan. There Is enough Information to enable
the contractor to layout the pond
7 Please provide bypass structure details
The bypass structure and the drop inlets are one in the same. The bypass function is activated
by the elevation difference between the tops of the top structures I have also Included the
location of the level spreader on the grading plan near the bypass structures I have changed
the label on the detail sheet to reflect that the drop Inlet and the bypass structures are one in
the same
6 Please add a 60' vegetated filter to the plans and provide a detail A Swale is not the same as a
vegetated filter
I have added more detail to the plan sheet to Indicate my Intent on the vegetative filter We had
In error labeled the vegetated filter as a swale Both bypasses flow to the filter and both outlets
flow through the swale for a minimum of 50 fL
9 Please specify the side slope vegetation to be planted in Me infiltration basin Please note the
Weeping Love Grass is not recommended for use in North Carolina as either a temporary or
permanent ground cover
The side slope vegetation is specified on the Grading Plan under the heading permanent
seeding. For clarification I have copied the schedule next to the stormwater basin detail shown
on the Detail Sheet.

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January 20, 2006
10 Please add the nearest intersection of two major roads to a legible wonrty map A major road is any
1, 2 or 3 digit NC, US or interstate highway ideally the vicinity map should be geared for driving from
Wilmington
I have changed the vicinity map to your liking, hopefully Everybody else loved the aerial
photo®
Based on the above comments I have modified selected portions of the permit application With
this letter I am resubmitting 1) 1 - Sheet 2 of 4 of the application the impervious surface area
has been modified), 2) 1 — copy of the narrative (the Proposed Improvement paragraph has
been modified to match all information In the permit) 3) 2 — copies of the plan set (various
changes based on above annotated comments
I trust this answers your questions regarding this project and took forward to obtaining a permit
on this project- As always should you have any comments please do not hesitate to call
ety,
Bra rd Sedgwick, PE
President
R 1 -16"
1 - Sheet 2 of 4 of the application
1— Copy of the narrative
2 — Copies of the plan set

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�0F Wa74Sq Michael F Easley, Governor
p G William G Ross, Jr. Secretary
9 North Carolina Department of Environment and Natural Resources
>_
O Y Alan W Klimek, P E Director
Division of Water Quality
December 20, 2005
Mr Peter Bme, Town Manager
Town of Oak Island
4601 E Oak Island Drive
Oak Island, NC 28465
Subject Request for Additional Information
Stormwater Project No. SW8 051048
Waterway Park
Brunswick County
Dear Mr Bme
The Wilmington Regional Office received a Stormwater Management Permit Application for
Waterway Park on October 20, 2005 A preliminary review of that information has determined
that the application is not complete The following information is needed to continue the
stormwater review
The built -upon area numbers reported in the narrative do not match up with what is
reported on the application Please either revise the narrative or the application and
calculations, as necessary
2 Please darken up the print on the basin calculations page where the contour
elevation and area are shown The printing is a very light tan that is almost
unreadable
3 Vincent seems to remember that the proposed basin was located in an area that he
thought was determined to be unsuitable for infiltration He is willing to reschedule
the site visit for early in the coming new year to confirm, since the completed site
investigation form cannot be located
4 Please relabel the "detention basin" to an "infiltration basin" Detention is not allowed
within Y2 mile of SA waters
5 Please revise the basin section detail It currently specifies a bottom elevation of 2 0,
while the supplement reports a bottom elevation of 8 5
6 Please add more dimensions and radii to the basin area Please also label the
contour elevation that those dimensions and radii apply to
7 Please provide bypass structure details
8 Please add a 50' vegetated filter to the plans and provide a detail A swale is not the
same as a vegetated filter
9 Please specify the side slope vegetation to be planted in the infiltration basin Please
note that Weeping Love Grass is not recommended for use in North Carolin a as
either a temporary or permanent ground cover
North Carolina Mvision of Water Quality 127 Cardinal pave Extension Phone [phone] Customer Servicel 877 623 6748
Wilmington Regional Office Wilmington, NC 28405-3845 FAX [phone] Internet. h2a enr state nc us
An Equal OpportunitylAffianative Action Employer— 50% Recycled110% Post Consumer Paper
orie
Nltirally
hCarohna

Mr Bine
December 20, 2005
Stormwater Application No SW8 051048
10 Please add the nearest intersection of two major roads to a legible vicinity
map A major road is any 1, 2 or 3 digit NC, US or interstate highway Ideally,
the vicinity map should be geared toward driving to the site from Wilmington
Please note that this request for additional information is in response to a preliminary
review The requested information should be received by this Office prior to January
20, 2006, or the application will be returned as incomplete The return of a project will
necessitate resubmittal of all required items, including the application fee
If you need additional time to submit the information, please mail or fax your request for
a time extension to the Division at the address and fax number at the bottom of this
letter The request must indicate the date by which you expect to submit the required
information The Division is allowed 90 days from the receipt of a completed
application to issue the permit.
The construction of any impervious surfaces, other than a construction entrance under
an approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215 1 and
is subject to enforcement action pursuant to NCGS 143-215 6A
Please reference the State assigned project number on all correspondence Any
original documents that need to be revised have been sent to the engineer or agent All
original documents must be returned or new originals must be provided Copies are not
acceptable If you have any questions concerning this matter please feel free to call me
at [phone]
Sincerely,
Linda Lewis
Environmental Engineer
ENBlarl S1WQSISTORMWATERIADDINFO120051051048 dec05
cc Brad Sedgwick, P E , JBS Consulting
Doug Huggett, DCM
Linda Lewis
Page 2of2