SW8961234_HISTORICAL FILE_19950811

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 9023y
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
60311
YYYYMMDD

- _.�� A-•IA�N•un
. •.• O Jf SrAlry�
State of North Carolina
Department of Environment, Health, and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor DIVISION OF ENVIRONMENTAL MANAGEMENT Bob Jamieson
Jonathan B. Howes, Secretary WATER QUALITY SECTION , Regional Manager
August 11, 1995
Mr. Joe Hearne
Kure Beach Associates
637 Fort Fisher Avenue
N. Kure Beach, North Carolina 28409
Subject: CERTIFICATION OF COMPLIANCE
with Stormwater Regulations
Stormwater Project No. SW8 950709
Kure Dunes - Phase III
New Hanover County
Dear Mr. Hearne:
This Certification is pursuant to the application for Kure Dunes - Phase III received on July 21,
1995. Staff review of the project plans and specifications has determined that the stormwater control
system as proposed for Kure Dunes - Phase III will comply with the Stormwater Regulations set forth
in Title 15A NCAC 2H.1003(i). The runoff from 380,714.4 square feet will be treated in a detention
pond sized to achieve 90% reduction in Total Suspended Solids.
Any modification of the plans submitted to and approved by this Office or further development
of this site regardless of the fact that the modification may be less than 1 acre, will require an additional
Stormwater Submittal/Modification and approval prior to initiation of construction. Modifications include
but are not limited to; project name changes, transfer of ownership, redesign of built -upon surfaces,
addition of built -upon surfaces, redesign or further subdivision of the project area.
This Certification shall be effective from the date of issuance until rescinded. The project shall
be constructed and maintained in accordance with the plans and specifications approved by the
Wilmington Regional Office. This Certification does not supersede any other permit or approval. The
developer is responsible for obtaining any and all permits and approvals necessary for the development
of this project. This could include the Division of Coastal Management under CAMA requirements, the
Division of Environmental Management under Wetland 401 Water Quality Certification and/or a Dredge
and Fill Permit and/or a Sewer Extension/Collection Permit, U.S. Army Corps of Engineers 404 Wetland
Permit, NPDES Stormwater Permit if disturbing five acres or more, local County or Town Agency
permits under their local ordinances, or others that may be inquired.
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone [phone] • Fax [phone]
An Equal opportunity Affirmative Action Employer

Mr. Hearne
August 11, 1995
Stormwater Project No. SW8 950709
A professional engineer must certify that the stormwater system has been installed in accordance
with the approved plans and specifications upon completion of construction. The attached certification
should be received by this Office within 30 days of completion of construction.
The detention pond must be constructed in it's entirety, operational for it's intended use, and
permanently vegetated prior to the construction of any impervious surfaces proposed as a part of the
project, except roads.
3900.
If you have any questions concerning this matter, please call Mr. Greg Stutts or me at (910) 395-
Sincerely,
Dave Adkins
Water Quality Supervisor
DA/ges: S:\WQS\STORMWAT\CERTIFIC\950709.AUG
cc: Daniel E. Dawson, P.E., Dawson Engineering
Alan Golden, New Hanover County Inspections
Bradley Bennett
Beth Easley, New Hanover County
Greg Stutts
Wilmington Regional Office
Central Files

DIVISION OF ENVIRONMENTAL MANAGEMENT
PROJECT DATA
Project Name:
Project Number:
Location:
Applicant:
Mailing Address:
Submittal Date:
Water Body Receiving Stormwater Runoff:
Classification of Water Body:
If Class SA, chloride sampling results:
Pond Depth:
Permanent Pool Elevation:
Total Impervious Surfaces Allowed:
Offsite Area entering Pond:
Green Area entering Pond:
Required Surface Area:
Provided Surface Area:
Required Storage Volume:
Provided Storage Volume:
Temporary Storage Elevation:
Controlling Orifice Type/Diameter:
Kure Dunes = Phase III
SW8 950709
New Hanover County
Mr. Joe Hearne
Kure Beach Associates
637 Fort Fisher Avenue
N. Kure Beach, North Carolina 28409
July 21, 1995
Cape Fear River
"SC"
N/A
8.0 feet
19.0 MSL
380,714.4 square feet square feet
74,052 square feet
131,551 square feet
13,319 square feet
14,300 square feet
35,211 cubic feet
38,258 cubic feet
21.3 MSL
2.5" pipe

WET DETENTION POND EVALUATION
1. Yes No The design storage is for the runoff from all impervious surfaces resulting from
1-inch of rainfall and is located above the permanent pool.
2. Yes No The permanent pool is designed for 90 % total suspended solid (TSS) removal.
Therefore, no vegetative filter is required.
3. Yes No The runoff completely draws down to the permanent pool in 5 days, but not less
than 2 days.
4. Yes No The mean depth of the permanent pool is a minimum of 3 feet.
5. Yes No The inlet structure is designed to minimize turbulence and short circuiting.
6. Yes No An appropriate operation and maintenance plan has been provided for the
system.
7. Yes No THIS PROJECT MEETS THE STORMWATER CONTROL REQUIREMENTS
OF 15A NCAC 2H.1003 (g), (i), (k), and (1) (For Yes, 1 through 7 must all
be highlighted Yes.)
Brief Explanation: This detention pond is designed to remove 90% total suspended solids without the
aide of a vegetative filter.
DIVISION OF ENVIRONMENTAL MANAGEMENT SIGN -OFF
Wilmington Regional Office
v 1425Ae
Date Individu valuating Form/Plans
u) 2
Date ona ater Quality Supervisor
cc: Applicant/Bradley Bennett/ges/WiRO/CF

Kure Dunes Phase III
New Hanover County
Stormwater Project No. SW8 950709
Engineer's Certification
I,
as a duly registered Professional Engineer 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.
Signature
Registration Number
Date

DIVISION OF ENVIRONMENTAL MANAGEMENT
DENSrIY ENGINEERED X
PROJECT DATA
Project Name Phase 3, Kure Dunes
Location (County, Township/Municipality, Address, State Road) New Hanover County
Kure Beach, North Carolina
Owner's Name Kure Beach Associates
MailingAddress 637 Fort Fisher 'Avenue
N. Kure Beach, North Carolina 28409
Phone Number (91 0) 4 5 8- 4 0 4 6 Submittal Date
Brief Description (include map and appropriate drawings) _44-Lot single and multi -family
subdiviGinn
Name of Water Body Receiving Stormwater Runoff Cape Fear River
Classification of Water Body SC If SA waters, engineered system, and distance is <0.5
miles, attach report of chloride sampling results mg/I
State/Federal Permits/Approvals Required (Check appropriate blanks)
CAMA
404 Pei
Other (
Major
CALCULATION OF BUILT UPON AREA
Sedimentation/Erosion Control X
DEM/DHS Sewage Disposal
Built upon area means that portion of a development that is covered by impervious or partially pervious cover
including buildings, pavement, recreation facilities, gravel, etc., but not including wood decking. If the project
includes areas draining to different water classifications, please note them separately below.
Subwatershed Subwatershed
Classification SC
Built upon area total=243.580 SF rnaAc=44n7d SF
Total Project Area 329,790 SF lots=44 2 4,534 SF/lot=199,506SF
% Built upon Area 73.9%
Allowable B/U Area 7 4.3 %
Is the Project B/U Area 5 the Allowable B/U Area? no (If no, an engineered system is required.)
% Built upon area - (built upon area / total project area) . 100
Built upon area limits for projects to meet density: SA waters — 25%, Other —30%
STORMWATER COLLECTION SYSTEM
Describe how the runoff will be treated existing detention pond
Office use only
JUL 2 1 1995
DEM
eaoJ ��5U709

105455Mi71
Is the built upon area at least 30 feet from mean high water of all surface waters? YES If no, please
provide a description
(Note: Only boat ramps, public roads, public bridges, and walkways to water related facilities are allowed
within 30 feet of the mean high water line if the project is intended to meet stormwater control
requirements through density limits.)
DEED RESTRICTIONS AND PROTECTIVE COVENANTS -
By my signature below, I certify that the recorded deed restrictions and protective covenants'for this project
shall limit the allowable built -upon area per lot to 4 , s't 4 square feet inclusive of right-of-way,
structures, pavement, walkways or patios of brick, stone, or slate, not including wood decking, state that
the covenants will be binding on all parties and persons claiming under them, that they will run with the
land, and that benefits may be enforced by the State of North Carolina, therefore, the covenant cannot be
changed or deleted without consent of the State.
CERTIFICATION
I, Toe x a n . a nP a partnar , certify that the information included on this
submittal form is correct, that the project will be constructed in conformance with this information, and
that to the best of my knowledge, the proposed project complies with the requirements of 15 NCAC
2H.1003 (b). I authorize the below named person or firm to submit stormwater plans on my behalf, and
agree to abide by the deed restriction statement above.
Ole
�+•t a r1-i S -q5
Owne Signature Date .
Provide authorized person or firm name and address below:
DANIEL E. DAWSON, P.E.
DAWSON ENGINEERING
3177 WRIGHTSVILLE AVENUE
WILMINGTON, NC 28403
I, z4A-e`f-6 F DacJba allotary Public for the State of WlQkY'G- C°a.c.otac"
County of .v Han" , do hereby certify that\, -16e_ ea ft„ e personally
appeared before me this 5_ day of S ( , � 19-9-5—, and acknowledges the due execution
of the foregoing instrument. Fitness my hand and official seal,
[v X in � A l I/XCI�J
My commission expires In-1g - �
DIVISION OF ENVIRONNIENTAL MANAGEMENT SIGN -OFF
Regional Office
995
Date
U 4 kf
Date
cc: Applicant/WiROBradley Bennett/Central Files

DAWSON ENGINEERING
Engineering 3177 Wrightsville Avenue
Land Planning Wilmington, NC 28403
Surveying [phone]
July 20, 1995
Ms. Linda Lewis
N.C. Department of Environment,
Health, and Natural Resources
Water Quality Section
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: Stormwater Control Permit for
Kure Dunes, Phase 3
New Hanover County
Project No. 9430
Dear Ms. Lewis:
Enclosed please find the original and two (2) copies of the completed stormwater application for the
referenced project, one (1) copy of the drainage calculations, one (1) copy of the drainage worksheet
DW-1, and three (3) copies of sheet C-1 entitled 'Erosion Control, Drainage, and Existing
Topography.'
We request NCDEM certification of compliance of this project with stormwater regulations. Thank
you for your consideration of this request. If you need additional information please call.
Very truly yours,
DAWSON ENGINEERING
Allo-x
Howard Resnik, E.I.T.
Encl.: As noted above.

DAWSON ENGINEERING
Engineering 3177 Wrightsville Avenue
Land Planning Wilmington, NC 28403
Surveying (910) 7624200
DRAINAGE CALCULATIONS FOR
KURE DUNES, PHASE 3
- Data used in these calculations was obtained from copies of documents dated December 2, 1992
which were provided by Linda Lewis and consisted of hand written calculations prepared by the DEM,
Water Quality Section. The hand written calculations were performed to determine the capacity of the
stormwater detention pond. The following calculations confirm that the existing stormwater detention
pond is capable of treating the stormwater runoff from Kure Dunes, Phase 3.
FROM INFORMATION PROVIDED BY DEM:
ALLOWABLE IMPERVIOUS AREA FOR PHASE 3 (ROADS ONLY):
= 0.5 + 0.4 = 0.9 ACRES
ALLOWABLE SITE IMPERVIOUS AREA (EXCLUDING ROADS):
= 0.7 [( 4.6 - 0.5 ) + ( 3 - 0.4 )] = 4.69 ACRES
TOTAL ALLOWABLE IMPERVIOUS AREA:
= 4.69 + 0.9 = 5.59 ACRES
% BUILT UPON AREA = 74.3%
PHASE 3 AS PROPOSED BY DAWSON ENGINEERING
TOTAL PROJECT AREA (SUBDIVISION ROADS AND LOT AREAS):
= 329,790 SF = 7.57 ACRES (SEE SHEET DW-l)
PROPOSED IMPERVIOUS AREA (ROADS AND CURBING):
= 44,074 SF = 1.01 ACRES (SEE SHEET DW-I)
PROJECT: KURE DUNES, PHASE 3 SUBJECT: DRAINAGE CALCULATIONS JOB NO.: 9430
PREPARED BY:_LSjL_ DATE: 77LZA-CHECKED BY: W DATE: -114fr PAGE NO I OF Z

DAWSON ENGINEERING
Engineering 3177 Wrightsville Avenue
Land Planning Wilmington, NC 28403
Surveying (910) 7624200
- Only 0.9 acres were set aside for roads in Phase 3 development. We have proposed 1.01 acres.
Therefore, the amount of impervious area set aside for the lots (4.69 acres) must be adjusted.
TOTAL AREA PROVIDED BY DEM LESS PROPOSED PHASE 3 ROAD AREA:
5.59 1.01 = 4.58 ACRES OF IMPERVIOUS SURFACE ALLOWED FOR LOTS
= 199,506 SF
BUILT UPON AREA PER LOT:
199,506 SF / 44 LOTS = 4,534 SF / LOT IMPERVIOUS SURFACE
TOTAL BUILT UPON AREA:
199,506 + 44,074 = 243,580 SF TOTAL BUILT UPON AREA
TOTAL % BUILT UPON AREA:
= 243,580 / 329,790 = 73.9%
- The document obtained from the DEM stated that 74.3% impervious surface was allowed for Phase 3.
We are proposing 73.9% which is acceptable since it is less than 74.3%.
syp .:02
'+ 4 E. NDF
PROJECT: KURE DUNES, PHASE 3 SUBJECT: DRAINAGE CALCULATIONS JOB NO.: 9430
PREPARED BY:&&_ DATE: 2L4 iCHECKED BY: D" DATE: 7 PAGE NO?- OF

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N0. I DATE DESCRIPTION
REVISIONS
ProjeDAWSON ENGINEERING 'Date:
No.:
IN
do vrnwp owvorina Date: 7/13�
POST OFFlCE BOX 42 Scale: 1"=1
WLMINGTON, N.C. 28402 Designed By
[phone]
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E BEACH ASSOCIA
637 FORT FISHER BLVD.
KURE BEACH, NC
[phone]
KURE DUNES West NO'`
PHASE 3 DW_1
DRAINAGE WORKSHEET

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This Instrument Drafted By: W. Talmage Jones, Esq.
Tax Parcel No.: R09209-009-009-000
After Recording Nail To: Kure Beach Associates
2209 Century Drive, Suite 300
13 "m­ Raleigh, NC 28612
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STATE OF NORTH CAROLINA )
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COUNTY OF NEW HANOVER )
THIS DEED, made this the 7th day of February, 1995, by and
between GULP STREAM DEVELOPERS, INC., a North Carolina Corpora-
tion, (-Grantor"); and KURE BEACH ASSOCIATES, a North Carolina
General Partnership, (^Grantee^);
OW=3 W I T M E S S E T H
THAT WHEREAS, said Grantor is the owner of the common areas
and street rights of way shown on the Final Plat of Phase 1-B of
The Keys at Kure Beach recorded in Map Book 34 Page 165 of the
New Hanover County Registry; and
WHEREAS, the Grantee is the owner of a certain tract of land
immediately South of and adjoining the land of the Grantor; the
same being the land conveyed to them by L 6 H INVESTMENTS by dead
dated October 17, 1985, and recorded in Book 1305 at Page 1608 in
the Office of the Register of Deeds for New Hanover County; and
WHEREAS, said Grantee desires to drain the above referenced
property into a lake located adjacent to and on the North of the
Grantor's tract shown on Map Book 34 Page 165 of the aforesaid
Registry; qpd :j VERIFIED
!".i S7Z DOTS �P
'..:....... R OF DEEDS
Ni' r .`AHOVER 00. NO
'95 FLO 7 PA 3 97 „ �uu a Lt)kot i S14'4`
as -r �Fll
k » 361272

ao-XI852 Mu M
WHEREAS, it is necessary that in so doing that the Grantee
lay a pipeline for said drainage across said lands of the Grantor
O"nw flowing into said lake;
NOW THEREFORE, said Grantor, for and in consideration of the
a" of Ten Dollars, and other good and valuable consideration, to
it in hand paid, does hereby grant, bargain, sell and convey unto
said Grantee a perpetual right and easement to construct and
maintain across and upon said land of Grantor an underground
drainage line extending across said land of Grantor to the lake
located adjacent to and on the North of Grantor's above described
property said easement being described as follows:
TRACT 1
A 10 foot drainage easement located along the entire western
right of way line of Anchor Nay, a public street shown on a map
entitled ^Pinal Plat Phase 1-B The Keys at Rure Beach" and
recorded in Map Book 34 Page 165 of the New Hanover County
Registry. The eastern line of said 100 foot easement is the
western right of way line of said anchor way.
Beginning at the point of intersection of the western line
of Anchor Way with the southern line of Sloop Pointe Lane, said
intersection being shown on a map of Phase 1-B The Keys at Kure
Beach recorded in Map Book 34 at Page 165 of the New Hanover
County Registry; running thence South 72 degrees 15 minutes 45
seconds west 10 feet to a point in the southern right of way line
of Sloop Pointe Lane, running thence North 12 degrees 35 minutes
00 seconds West 57 feet more or less to a point in the northern
right of way line of Sloop Pointe Lane said point being in the
Southern line of a thirty foot drainage easement; running thence
northwardly about 10 feet to a point in the northern right of way
line of Sloop Pointe Lane that lies South 12 degrees 35 minutes
00 seconds East 57 feet more or less from the point of beginning,
thence South 12 degrees 35 minutes 00 seconds East 57 feet more
or less to the point of beginning.
W

aondO52 w pis
TRACT IIT
That tract described as -Drainage Easement" being thirty
feet vide, lying North of Sloop Pointe Lane and being shown on a
map of Phase 1-B The Keys at Kure Beach recorded in Map Book 34
Page 165 of the New Hanover County Registry.
The Grantor hereby grants to the Grantee the right to go
upon said lands whenever the same is reasonably necessary for the
purpose of inspecting, maintaining and repairing said drain
pipes, provided that in constructinq and repairing said line the
Grantee will remove all surplus earth, make level the surface of
the ground above said line and interfere as little as is reason-
ably possible with any plants, fences, streets or other improve-
ments upon the land of the Grantor.
The Grantor for itself, its successors and assigns further
covenants with the Grantee that in order to assure the full and
complete use of this easement by Grantee, Grantor will (i) join
with the Grantee in Grantee's application(s) for storm water
management permits to the State of North Carolina, and/or any of
its permitting agencies, (it) allow the Grantee full and complete
access to the drainage pond for the purpose of doing any work,
modifications or maintenance thereto required by the permitting
agency as a condition of granting the storm water permit, and
(lit) provide in its Homeowners Documents a method for assuring
the maintenance of the pond including where applicable a joint
maintenance agreement with Grantee in form acceptable to the
State of North Carolina and its Permitting agencies.
N

waf.t852 out 720
To have and to hold said right and easement to it the
Grantee, and its successors in title; it being agreed that these
0 "miy rights and this easement hereby granted is and &hall be appurte-
nant to and run with the land now owned by the Grantee and
hereinabove referred to.
IN TESTIMONY WHEREOF, said Grantor has caused this Deed of
Easement to be executed in its name by its duly authorized
President and attested by its Secretary all an the day and year
first above written.
GULF STREAM DEVELOPERS,
ATTE,T� �^ BY
i 11 /4Y Mfefae4. OB WEINBACH_ own
JAMES D. MILLER, Secr r
(CORPORATE SEAL) l,ORPORArE
STATE OF NORTH CAROLIL i 5 EAL
COUNTY OF NEW HANOVER AN-
1, Susan P. Price a Notary Public in and for
the County of New Hanover en [ate of North Carolina do hereby
certify that lame, D. Miller personally appeared
before me this day and acknowledged that hgdw is Secre-
tary of GULF STREAM DEVELOPERS, INC., a North Carolina corpora-
tion, and that by authority duly given and as the act of the
corporation, the foregoing inetrument was duly signed in its name
by its President, sealed with its corporate seal and
attested by hi8fi9jjAR=mft an its _ Secretary.
WITNESS my hand and notarial seal, this 7 day of
February 1995.
S(17C1ti I'. i/Ll (L
NOTARY PUBLIC--�ueeo Pr ce
My iommi96ion expires: ,•,
i ": STATE OF N017HGROL.INA
(SEAL) :... Nee H� County
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