20050182 Ver 1_Complete File_20050128

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ST ATE OF NORTH CAROLINA
Department of Environment and Natural Resources if.
and ~~
Coastal Resources Con;mission @.@'#~

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for ~'fNR'~rs '(}OS
l Major Development in an Area of Environmental ~'fi~-ilJ1y
pursuant to NCGS I 13A-118 ~R8~CIt

Permit Class
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\\ urkpbn urmvings (4 ), S I utd, revised 6117/05, S2 dtd. 1/6/05, S3 & S4 dtd, 1/11/05 & AEC Hazard Notice dtd. 10/28/04

~ This permit, issued on June 28. 2005 , is subject to compliance with the application (where consistent
Z with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may
*- be subject to fines, imprisonment or civil action; or may cause the permit to be null and void.
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This permit action may be appealed by the pennittee or
~ other qualified persons within twenty (20) days of the issuing
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Permit Number
103-05

_ Excavation andlorfiIling pursuanttq NCGS 113-229

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Issued to Durants Station Condominiums, 17 Forest Hill Drive, Williamsburg, VA, 23185
Authorizing development in Dare County at Atlantic Ocean, NC Hwy 12, Hatteras

, as requested in the permittee's application dated 9/3/04. including attached

Ocean Hazard Area Development

1) Prior to the initiation of any construction authorized by this permit, a representative of the Division of Coastal
Management shall stake the limits of the small structure (90 feet) and large structure (180 feet) setbacks.
Cunstruction must begin within 60 days of these determinations. Failure to initiate construction, or erosion of
the shoreline by adverse weather conditions, shall require these limits to be restaked by the Division.

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2) The foundation pilings of the condominium buildings shall be located entirely landward of the 180-
foot large structure development setback line referenced in Condition No. I of this permit.

(See attached sheets for Additional Conditions)

Signed by the authority of the Secretary of DENR and the
Chairman of the Coastal Resources Commission,

This permit shall be accessible on-site to Department
personnel when the project is inspected for compliance,

p ~~' z II~/~Pf ~I

j /' ~Chatles S. Jones, Director
Division of Coastal Management

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, Any maintenance work or project modification not covered
* hereunder requires further Division approval.

I In issuing this pennit, the State of North Carolina agrees
" th", yo", pmjC<l is consist,nt with the North Camlin, Co,",]
i Management Program.

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:\11 \\011 sh~dll:easc \vhcn the permit expires on

This pennit and its conditions are hereby accepted.

December 31,2008

Signature of Permittee

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Durants Station Condominiums

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Permit # 103-05
Page 2 of3

ADDITIONAL CONDITIONS

"All walkways located over any portion of the frontal dune shall be elevated in such a manner so that
noportion of the structure, with the exception of the pilings, touches the frontal dune.

Dune disturbance shall be allowed only to the extent necessary for development and if the dune's
protective value is not weakened or reduced. All disturbed areas shall be immediately stabilized
with vegetation.

,The ac~esswaysshallberaisedon posts or pilings ,of five feet, or lessindept~;"s()thatwhenever;
possible' oIlly the posts or pilings touch the frorital dUne. 'Where this is deemed impossible, the
structure shall touch the dune only to the extent absolutely necessary. In no case shall the access
ways diminish the dune's capacity as a protective barrier against flooding and erosion.

All buildings in the Ocean Hazard AEC shall be on pilings not less than 8 inches in diameter if
round, or 8 inches to a side if square.

All construction within the Ocean Hazard AEC shall comply with all applicable requirements of the
N.C. Building Code and the local flood damage prevention ordinance as required by the National I'
Flood Insurance Program. If any provisions of the building code or a flood damage prevention
ordinance are inconsistent with any AEC standards, the more restrictive standard shall apply.

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All foundations and structures shall be designed to be stable during applicable fluctuations in ground
elevation and wave forces during a 100-year storm. Cantilevered decks and walkways shall meet
this standard or shall be designed to break-away without structural damage to the main structure.

All pilings shall have a tip penetration greater than eight feet below the lowest ground elevation
under the structure. For those structures so located on the primary dune or nearer to the ocean, the I
pilings shall extend to five feet below mean sea level.

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F or all portions of the parking lot located oceanward of the large structure setback line referenced in
Condition No.1 of this permit, no individual section of parking lot may exceed 5,000 square feet in
size. Each parking lot section should be physically detached from adjacent section. This physical
detachment may be accomplished through the use of large expansion joints, unpaved strips of bare
sand or paver stone. The fiinal design for such detachment shall be submitted to and approved by
the Division of Coastal Management prior to the initiation of development.

Any structure within the Ocean Hazard AEC shall be relocated or dismantled when it becomes
imminently threatened by changes in shoreline configuration. The structure(s) shall be relocated or
dismantled within two years of the time when it becomes imminently threatened, and in any case
upon its collapse or subsidence. However, if natural shoreline recovery or beach renourishment
takes place within two years of the time the structure becomes imminently threatened, so that the
structure is no longer imminently threatened, then it need not be relocated or dismantled at that time.
This condition shall not affect the permit holder's right to seek authorization of temporary protective
measures allowed under the Rules of the Coastal Resources Commission.

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~ NOTE: In accordance with l5A NCAC 7H.0308(a), no new seawal~ or rip rap revetments shall be allowed in
~ the future should any structure become threatened from erOSlOn.

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Durants Station Condominiums

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Permit # 103-05
Page 3 of3

ADDITIONAL CONDITIONS

,In order to protect hatchling loggerhead sea turtles, all lights on the building face, including balcony
lights on the ocean side of all structures should be eliminated. Where ocean side lighting is required,
alternatives including shading, screening, or replacing fixtures with modem alternative light sources
should be utilized. Parking lots, streets, tennis courts, walkways, dune crossovers, pools and other
areas requiring lights should be illuminated with light fixtures located close to the ground to
minimize casting direct light on the beach and dunes. For more information on the proper design of
ocean side lighting, cO,ntactt,he N.G.,Wil~life Resources Com~issi~n at;(919) 729-:-1359. ,

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Erosion and Sedimentation Control

The N.C. Division of Land Resources (DLR) approved the project under Erosion and Sedimentation
Control Plan No. Dare-200S-007 on 11/4/04.

Appropriate sedimentation and erosion control devices, measures or structures shall be implemented to
ensure that eroded materials do not enter adjacent wetlands, watercourses and property (e.g. silt fence,
diversion swales or berms, sand fence, etc.).

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The N.C. Division of Water Quality approved this project under stormwater management rules of the i
Environmental Management Commission under Stormwater Permit No. SW7041005 on 11/7/04. Any
violation of the permit approved by the DWQ shall be considered a violation of this CAMA permit.
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Stormwater Management

General

1\0 w'etlands or open water areas may be excavated or filled, even temporarily.

This permit does not eliminate the need to obtain any additional state, federal or local permits,
approvals or authorizations that may be required.

Future development of the permittee's property may require a modification of this permit.
Contact a representative of the Division at [phone] prior to the commencement of any
such activity for this determination.

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AVA
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

January 25, 2005

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Mr. John R. Dorney
Environmental Biological Supervisor
Division of Water Quality

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050182

MEMORANDUM:

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Doug Huggett
Major Permits Processing Coordinator

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JAN 2 8 2005

SUBJECT:

DENR. WATER QUAliTY
WE11J\NDS AND STORMWATER BRANCH
CAMA/DREDGE & FILL Permi~ Application Review

Applicant:

Durants Station Condominiums

Project Location:

56773 Hwy 12, Hatteras Village, Hatteras Island, along the Atlantic Ocean

Proposed Project:

33-unit condominium structure with amenities

Please indicate below your agency's position or viewpoint on the proposed project and return this
form by February 15,2005, to Hestron Plaza IT, 151-B Hwy 24, Morehead City, NC 28557.
If you have any questions regarding the proposed project, please contact Dennis Hawthorn or Ted
Sampson at [phone]. When appropriate, in-depth comments with supporting data are
requested.

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~ This agency has no objection to the project as proposed.

REPLY:

_ This agency has no comment on the proposed project.

_ This agency approves Dfllie project only if the recommended changes are
incorporated. See attached.

_ This agency objects to the project for reasons described in the attached
comments.

SIGNED ~,4'~A'i DATE '3/3)S-

1367 U.S. 17 South, Elizabeth City, North Carolina 27909
Phone: [phone] \ FAX: [phone] \ Internet: www.nccoastalmanagement.net

An Equal Opportunity \ Affirmative Action Employer - 30% Recycled by Fiber Weight

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DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT

1.

APPLICANT'S NAME: Durants Station Condominiums

2

LOCATION OF PROJECT SITE: 56773 NC Hwy 12, Hatteras Village, Hatteras Island, Dare
County, along the Atlantic Ocean
Photo Index - 2000: 172-2014 (0-21) 1995:172-1757 (0-9)
State Plane Coordinates - X: 2992800; Y: 549780 GPS: C010417A

3.

INVESTIGATION TYPE: CAMA

4.

INVESTIGATIVE PROCEDURE: Dates of Site Visit - June 29,2004 and January 4,2005
Was Applicant Present - Yes / ' No

5.

PROCESSING PROCEDURE: Application Received Complete -01/25/05
Office - Elizabeth City

6.

SITE DESCRIPTION:
(A) Local Land Use Plan - Dare County
Land Classification From LUP - Conservation
(B) AEC(s) Involved: Ocean Hazard / Ocean Erodible Area
(C) Water Dependent: No
(D) Intended Use: Private / Commercial
(E) Wastewater Treatment: Existing - none; Planned - 8,860 GPD, pre-treatment, 'bioc1ere' sewage
treatment and drain field
(F) Type of Structures: Existing - ocean front dune; Planned - 33-unit condominium building, pool
(with hot tubs and equipment building), office/community center and parking.
(G) Estimated Annual Rate of Erosion: 3.0 feet
Source - 1998 Erosion Rate Maps

7.

HABITAT IMPACT DESCRIPTION:
EXCAVATED

OTHER

[AREA]
GRADED, FILLED, DISTURBED

(A) Upland / Ocean Erodible 1.77 ACRES
Area

(B) Total Area Disturbed: 1.77 - acres (77,101 square feet)
(C) Primary Nursery Area: NA
(D) Water Classification: SB

8. PROJECT SUMMARY: This permit application involves the construction of a 33-unit condominium
structure with a pool (with hot tubs and equipment building), office/community center parking and a
handicap accessible beach access walkover with a dune-top deck. The complex facility is proposed to
replace the previous on-site, oceanfront structure that was destroyed by Hurricane Isabel in 2003.

Durants Station Condominiums
FIELD INVESTIGATION REPORT
Page 2

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Project Setting,

The Durants Station Condominiums project property is located at 56773 NC Hwy 12, Hatteras
Village, Hatteras Island, Dare County, along the Atlantic Ocean. This property was platted on
September 1, 1971, as recorded inDeed Book 179, page 16-23, according to the applicant's agent.

The site ranges in elevation from MHW to 6 feet above the MHW with a 12-foot high man-made
dune along the oceanfront that was reconstructed after Hurricane Isabel. Between the Hurricane
damage, the demolition removal work that occurred after the storm, and the construction of a new
dune by FEMA contractors, most of the original vegetation was removed from the site. Although
some other seaside types of vegetation have re-emerged onsite, the lot is somewhat barren. The
dune has been planted with Uniola paniculata, Ammophila breviligulata. To allow for future re-
construction along this area, by Rule, the official FLSNV Measurement Line was established for
this area by the Division during the winter of 2004 and was officially codified by the CRC 's rule
revision of April 1 , 2004. This measurement line was staked by DCM for this application on June
29,2004.

The North Carolina Environmental Management Commission has designated the waters of the
Atlantic Ocean as 'SB' waters (suitable for swimming) and these waters are closed to the
harvesting of shellfish. The Coastal Resources Commission (CRC) has also designated these
waters as Public Trust Area and Estuarine Water Areas of Environmental Concern (AEC). In
addition, under the designation of the CRe, the land areas west of the shoreline have been
designated as part of the Ocean Hazard System. This area includes the Ocean Erodible Area AEC.
The western limit of this AEC is based upon the current erosion rate of 3.0-feet per year
multiplied by a factor of 60 plus the current lOO-year storm recession factor of 70 feet for a total
distance of 250 feet.

Project Description

This project involves the construction of a 33-unit condominium building with a pool (with 2
hot tubs and an equipment building), an office/community center building, a dumpster pad,
parking areas and a handicap accessible beach access walkover with a dune-top deck. The
facility will include an 8,860 GPD sewage treatment facility with pre-treatment, bioclere
secondary treatment units and a drain field, as well as on-site stormwater retention areas and
associated landscaping. The complex facility is proposed to replace the previous on-site,
oceanfront structure that included these same or similar features and was destroyed by
Hurricane Isabel in 2003.

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Durants Station Condominiums
FIELD INVESTIGATION REPORT
Page 3

The footprint of the condominium building, including decks and stairways, but all underneath one
roof will be 12,990 square feet. Although the overall building dimension will be greater than
5,000 square feet, the building has been designed to be pile supported, and in 6 sections, with
firewalls between each section. The firewalls will extend from the ground level to 2.6 feet above
the roofline and each will structurally stand independently and be able to be relocated in the event
of an extreme erosion occurrence. These independent sections have been designed to have the
roofs extend over three stories of floor area. The larger of the sections, 42 feet by 45 feet, would
have a floor area totaling 5,670 square feet. The smaller of the sections, 42 feet by 43 feet, would
have a floor area totaling 5,418 square feet. In both cases, these sections would exceed the 5,000
square feet limit for small structures. If the roofed-over external walkways were excluded from the
total floor area calculations, the larger section would have dimensions of 42 feet by 39 feet, for a
total floor area of 4,919 square feet. The smaller section would have dimensions of 42 feet by 36
feet, and total floor area would diminish to 4,536 square feet. While these floor area dimensions
, would not exceed the 5,000 square feet small structure limit, movement of the individual sections
does not appear possible if the rafters/trusses of the roof are to remain intact.

For all of the above calculations, the approximately 6-foot Oceanside decks have not been included
in the calculations, nor have the three, apparently independently-standing, stairwell structures that
are located outside of the small structure setback.

The office/community center building will be pile supported, with 2 stories, and a footprint of
1,122 square feet. The condominium and community buildings will be located landward of the
small structure setback.

The wastewater treatment facility referenced will be located to the west of the office/community
center building and the drain field will be adjacent to NC 12. The fish cleaning station and trash
dumpster pad will be located near the eastside of the front portion of the property near NC 12.
These facilities, including various sidewalks, will include approximately 2,000 square feet of
impervious surface area and will be located landward of the small structure setback.

Parking areas ar:e proposed in two locations. The primary parking area will be 22,290 square feet
and will be located on the northern portion of the property. This area will be surfaced in concrete
and/or asphalt and will be located landward of the l80-foot large structure setback. Parking will
also be available underneath the condo units. The concrete areas beneath the units appear to total
between 8,064 and 10,656 square feet. This would be regarded as a large structure located forward
of the large structure setback if the individual parking area segments are not suitably isolated from
each other. It has been indicated that these segments will be separated from each other by isolation
joints, as well as from the primary parking area.

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Durants Station Condominiums
FIELD INVESTIGATION REPORT
Page 4

Structures that will be located oceanward of the condominiums, but landward of the small structure
setback include a pool with 2-hot tubs, an equipment building, a stormwater retention area, and the
landward extension of a handicap accessible, elevated beach-dune accessway. This structure
extends into the small structure setback and will include a dune top lO-foot by 10-foot deck. A
second stormwater retention area lies at the southeast extremity of the property and is located for
the most part landward of the small structure setback, but with about 1/3 of the structure within
the setback area. The retention areas will not include any impervious surfaces within the setback,
and will receive stormwater from the roof and parking area through a gutter system.

Anticipated Impacts

The proposed fill and land disturbing activity within the Ocean Erodible AEC (including
impervious surfaces) will result in the disturbance of approximately 1.77 acres. Approximately 51
percent of the site will be covered with impervious surfaces. The proposed work will not include
the loss of any wetlands. The proposed condo construction appears to have been designed to be
consistent with CRC rules to limit its size to that of a small structure (i.e. each section of the
structure should be able to be relocated, in that they are self supporting, and the total enclosed
floor area of each individual structure section is 5,000 square feet or less). Other associated
development is proposed within the Ocean Erodible Area AEC setback. All of this additional
development will increase the potential for loss of property from storms and long-term erosion,
and represents additional permanent structural encroachment nearer to public beach areas. There is
no structural development proposed for the setback area that is not specifically authorized by 15A
NCAC 07H.0309(a). The unauthorized development within the setback, portions of one
stormwater retention area, has no associated structure located within the setback. If the parking
areas beneath the condominium units are not satisfactorily isolated from each other, and from the
primary parking area, it would be necessary to construct these parking spaces with the use of clay,
packed sand, or gravel to minimize potential adverse effects on the public trust beach.

The proposed work will allow for the replacement of the original structures but they will be
elevated and constructed so that they can comply with current building rules and better withstand
ocean overflows. This proposal will also provide a handicapped pedestrian access to the beach.

Submitted by:
Date:

Dennis W. Hawthorn
January 24, 2005

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NOV 0 9 20f.1

SEP - 9 2004

COASTAL ^"ANAGEMEN CO'\~T~L r':,iANAGEMENT'
ELIZABETH CITY T ELlLABETH en y

CAMA Major Narrative
Durants Station Condominiums
C/o Darr Barshis

The site is located in the east end of Hatteras Village and the original structures were destroyed during the
storm surge created by Hurricane Isabel. The proposed development is aiming to will replace those
structures which existed prior to the hurricane, and in doing so, bring the site into compliance with Dare
County zoning, building codes, health department rules, NC DWQ stormwater regulations, and CAMA
regulations. The original structures were built prior to zoning in Hatteras Village.

The site is currently vacant and all proposed amenities per the plat will have to be constructed.

The site is included in the area designated as unvegetated beach by the CRC in June 2004.

Bissell Professional Group prepared the attached plans and will apply for state stormwater, septic and
sedimentation and erosion control permits.

Environmental Professionals, Inc.
Kendall Turnage
9/03/04

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Form DCM-MP-l

SEP ~ 9 2004

':;OP,SfAL t,At',NP"GEMENT
ELIZABETH CiTY

1. APPLICANT

a. Landowner:

Name Durants Station Condominiums
C/O Darr Barshis

Address: 17 Forest Hill Drive

City Williamsburg

State

VA

Zip 23185

Day Phone see agent's #

Fax: see agent's #
b. Authorized Agent:

Name Environmental Professionals. Inc.

Address PO Box 3368

City Kill Devil Hills State ~

Zip 27948 Day Phone [phone]

Fax [phone]

c. Project name (if any) Durants Station Condominiums

NOTE: Permit will be issued in name of /andowner(s), and/or
project name.

2. LOCATION OF PROPOSED
PROJECT

a. County

Dare

b. City, town, community or landmark
Hatteras Village

c. Street address or secondary road number
NC Hwv 12

Revised 03/95

RECEIVED

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NOV 0 9 2004

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COASTAL~ANAGEMENT
ELIZABETH CITY
d. Is proposed work within city limits
jurisdiction? _ Yes X No

.

or planning

e. Name of body of water nearest project (e.g. nver,
creek, sound, bay) Atlantic Ocean

3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT

a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
Construction of a 33 unit condominium building.
parking lot. curb and gutter. stormwater management
basin. Wastewater Disposal field and system. Office
and Community center. Concrete Dumpster pad.
swimming pool and pad. handicap accessible beach
access.

b. Is the proposed activity maintenance of an existing
project, new work, or both? New

c. Will the project be for public, private or commercial
use? Private

d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed project.
If more space is needed, please attach additional pages.
See Narrative

4. LANDANDWATER
CEUUtACTERlSTICS

a. Size of entire tract 1. 77 acres

b. Size of individuallot(s) Individual condos 1 to three
bedroom

c. Approximate elevation of tract above MHW or NWL
0-6 ft and (0 to 12 ft on adiacent man made dune)

d. Soil type(s) and texture(s) of tract
Sand

e. Vegetation on tract (unvegetated dune)

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Form DCM-MP-l

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e. Man-made features now on tract: landward toe of dune
(reconstructed after Hurricane Isabelle)

g. What is the CAMA Land Use Plan land classification
of the site? (Consult the local land use plan,)

Conservation Transitional
_ Developed _ Community
Rural ---X- Other
(Limited transition)
h. How is the tract zoned by local government?
C-2 Commercial

1. Is the proposed project consistent with the applicable
zoning? .-X..- Yes _No
(Attach zoning compliance certificate. if applicable)

J. Has a professional archaeological assessment been
done for the tract? Yes.-X..- No
If yes, by whom?

k. Is the project located in a National Registered Historic
District or does it involve a National Register listed or
eligible property?
_ Yes ----X-No

1. Are there wetlands on the site? _ Yes ---X.. No
Coastal (marsh) _ Other
If yes, has a delineation been conducted?
(Attach documentation. if available)

m. Describe existing wastewater treatment facilities.
None existing, Previous system removed

n. Describe location and type of discharges to waters of

the state.
wastewater,
down" and
directed to
shown

(For example, surface runoff, sanitary
industrial/commercial effluent, "wash
residential discharges.) surface runoff
stormwater basin, wastewater field as

o. Describe existing drinking water supply source.
Dare County Water svstem, RO Derived

5. ADDITIONAL INFORMATION

ill addition to the completed application form, the following
items must be submitted:

Revised 03/95

RECEIVED

NOV 0 9 2004

COASTAL~ANAGEMEN-
ELIZABETH CITY I

. A copy of the deed (with state application only) or other
instrument under which the applicant claims title to the
affected properties. If the applicant is not claiming to be
the owner of said property, then forward a copy of the
deed or other instrument under which the owner claims
title, plus written permission from the owner to carry out
the project.

. An accurate, dated work plat (including plan view and
cross-sectional drawings) drawn to scale in black ink on
an 8 1/2" by 11" white paper. (Refer to Coastal
Resources Commission Rule 7J.0203 for a detailed
description.)

Please note that original drawings are preferred and only
high quality copies will be accepted. Blue-line prints or
other larger plats are acceptable only if an adequate
number of quality copies are provided by applicant.
(Contact the U.S. Army Corps of Engineers regarding
that agency's use of larger drawings.) A site or location
map is a part of plat requirements and it must be
sufficiently detailed to guide agency personnel
unfamiliar with the area to the site. illclude highway or
secondary road (SR) numbers, landmarks, and the like.

. A Stormwater Certification, if one is necessary.

. A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners and signed
return receipts .as proof that such owners have
received a copy of the application and plats by
certified mail. Such landowners must be advised that
they have 30 days in which to submit comments on the
proposed project to the Division of Coastal
Management. Upon signing this form, the applicant
further certifies that such notice has been provided.

Name Daniel and Rita Seale
Address 696 Rockv Hollow Road. Charlottesville. VA 22311-8566
Phone

Name Ocean Dunes Association
Address c/o Nancy Scarboroul!:h Dolphin Realty. PO Box 387. Hatteras.
NC 27943
Phone [phone]

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.,..',). ~~~:.; ~~.:~,~ fl.,:'i.:'\\!
Et.f.'., - "1
- ~. !...; \,-; '1 I

Form DCM-l\1P-l

. A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.

. A check for $250 made payable to the Department of
Environment, Health, and Natural Resources (DEHNR)
to cover the costs of processing the application.

. A signed AEC hazard notice for projects in oceanfront
and inlet areas.

. A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A - 1 to 10) If
the project involves the expenditure of public funds or
use of public lands, attach a statement documenting
compliance with the North Carolina Environmental
Policy Act.

6. CERTIFICATION AND PERMISSION
TO ENTER ON LAND

I understand that any permit issued in response to this
application will allow only the development described in
the application. The project will be subject to conditions
and restrictions contained in the permit.

I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.

I certify that I am authorized to grant, and do in fact, grant
permission to representatives of state and federal review
agencies to enter on the aforementioned lands in connection
with evaluating information related to this permit
application and follow-up monitoring ofthe project.

I further certify that the information provided in this
application is truthful to the best of my knowledge.

.J "
";( r :, /"
This is the..... day of :xpr ,20.M..-.
- f
Print Name Ie e /-1,j Cl (, I VI rV\ a (7 C
'"

Signature ~ ~
Landowner e::Aiit7io~~::~!.~

Revised 03/95

"

.

Please indicate attachments pertaining to your proposed
project.

_ DCM MP-2 Excavation and Fill Information
-L, DCM MP-3 Upland Development
DCM MP-4 Structures Information
DCM MP-S Bridges and Culverts
DCM MP-6 Marina Development

NOTE: Please sign and date each attachment in the space
provided at the bottom of each fonn.

, iEI,1

i~ (' D
~)l:.( '- S 20J4

'. "~'-:[~~ri;:~;~{;.V!~I\clr{::!'

RFce'VEO

NOV 0 9 2004
COAsrA
ELfZ~f1E1H'JACGEMENT
fTY

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.

a. Type and number of buildings, facilities, units or structures
proposed.
Construction of a 33 unit condominium building. parking lot.
curb and gutter. stormwater management basin. Wastewater
Disposal field and system. Office and community center.
Concrete Dumpster pad. swimming pool. two hot tubs
swimming pool pad. fish cleaning table. landscaping.
wooden dune crossover

b. Number oflots or parcels 33 separate condominiums
on one parcel, to replace condominiums destroyed during
Hurricane Isabel

c. Density (give the number of residential units and the units
per acre) 33 per 1.77 acre
d. Size of area to be graded, filled or disturbed including
roads, ditches, etc. 1. 77 acres

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. If applicable, has a
sedimentation and erosion control plan been submitted to
the Division of Land Resources? X Yes No
If Yes, date submitted Will be submitted Approx. Sept
15,2004 by Bissell Professional
Group

f. List the materials (such as marl, paver stone, asphalt, or
or concrete) to be used for paved surfaces.
Asphalt pavement concrete dumpster pads and curbs

g. Give the percentage of the tract ,within 75 feet of MHW or
NWL, or within 575 feet in the case of an Outstanding
Resource Water, to be covered by impervious and/or built-
upon surfaces, such as pavement, buildings, rooftops, or to
be used for vehicular driveways or parking. N/A
h. Projects that require a CAMA Major Development Permit

RECEIVED

- ~'~.r-,!""3"lI;,IfF ~
[!" --'..) .~..- ~._.:~r~ \l w;;.~

NOV 0 9 2004

SEP - 9 2004

COAS1Ai..1\.,1ANAGEMENT
ELIZABETH CITY

CO:~ST/~L r.~'!,.~N~~.G2'::~~~~.~'
ELIZABETH c~n

may also require a Stormwater Certification. Has a site
development plan been submitted to the Division of
Environmental Management for review?
Yes X No
If yes, date submitted To be submitted by Bissell
Professional Group

i. Describe proposed method of sewage disposal.
Bioclere biofiltration system per engineer specifications
By Bissell Professionals Group

j. Have the facilities described in Item i. above received
State or local approval? Bissell Professional Group to
secure septic approval

(Attach appropriate documentation)

k. Describe location and type of proposed discharges to
waters of the state (for example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash down"
and residential discharges).
surface runoff to stormwater basin

1. Describe proposed drinking water supply source
(e.g. well, community, public system, etc.)
Dare County Water System, RO derived water

m. Will water be impounded?
If yes, how many acres?

X No

Yes
N/A

n. If the project is an oceanfront development, when was the
lot(s) platted and recorded?

June 24, 1986

Durants Station Condominiums
Applicant or Project Name
a/ .J J./ '--:7
/f-e4~-c-r'" -"/~~~
Signatu;e
9/3/(/'/
Date ' I .

Regarding the plat depicting the Stable Natural Vegetation line, as flagged by EPL the plats have been revised to
show that the First Line of Stable Natural Vegetation was flagged by the North Carolina Division of Coastal
Management, Mr. Dennis Hawthorn, and depicts the CRC designation for use in this area.

,>
~

The plat has been amended to depict the landward extent of the ocean erodible AEC, and the maps have been
revised to show the 60x the 3 feet per year Annual Erosion Rate plus the storm recession line of70 feet.

The plat has been amended to reflect both large structure and small stIucture setbacks for this area. Attached is the
deed for when lot was platted, and shows that the site was platted in 1971.

The parking is concrete and will contain isolation joints, which will make the parking, pads that fall within the 30x
erosion rate less than 5,000 square feet and that area that is behind the 60x setback is one structure larger than
5,000 square feet.

Fire Wall Separation to Allow for the Structures to be considered under the Small Structure Setback:

Mr. Barshis was informed that developing a firewall, which would meet some standard of fire resistant rating,
would allow for this building to be considered a small structure. Under the rules the more exact requirement is
that each unit can stand on its own as an independent unit and should erosion or storm events occur, that structure,
which is less than 5,000 square feet, could be moved independently of the larger structure. The structural engineer
with BPG assures me that block wall and the other alternatives for firewall separation will allow for this to occur.
The plat contains a note confimring that there would be a 3-hour fire resistant separation to allow for the
consideration by the Division of Coastal Management that these would be a small structure. The support of the
notion that these would be able to separate the structures into small structure increments is that the firewall
sections are not stIuctural and cannot be a part of the structural integrity of each of the units. The design of the
firewall will allow for the beam to be placed on piers or columns to allow the bottom floor to wash away in a
storm event and yet allow for the firewall above that point to remain structurally intact. Either the block wall or
firewall design will act exactly the same in providing the separation and ability for the structures to stand
independently. The firewall partition will extend 2 feet 6 inches above the roof of the structure and therefore
breaking the structure into independent units ofless than 5,000 square feet, including the roofline.

Conclusion: The revisions to these plats and additional information should be sufficient to address the
comments noted by the Division of Coastal Management in your September letter.

. Page 2

.;/'
I
.

. _ ~,~ e;t. Page10f8

Carr Barshis

From:
To:

Sent:
Attach:
Subject:

"diane baublitz" <[e-mail]>
<[e-mail]>; "Mariska Abidin" <[e-mail]>; "William Baldwin"
<[e-mail]>; "Darr Barshis" <[e-mail]>; "Susan Barshis"
<[e-mail]>; "Lori Baus" <[e-mail]>; "Don Brown"
<[e-mail]>; "Debbie Ganance" <[e-mail]>; "Ron (GEP) Ganance"
<[e-mail]>; "Judy Hardison" <[e-mail]>; "Debra Huelsman"
<[e-mail]>; "T J Jacobson" <[e-mail]>; "Peggy Mahler"
<[e-mail]>; "Andy and Unda Martof' <[e-mail]>; "Sam McKeen"
<[e-mail]>; "Jeanne and Mike Moran" <[e-mail]>; "Michael Reilly"
<[e-mail]>; "John Reimann" <[e-mail]>; "Frank and Sherry
Rosenstein" <[e-mail]>; "Shannon Stone" <[e-mail]>;
"Sharon and Phil Venis" <[e-mail]>; "Nancy and Charles Wilson"
<[e-mail]>; "oeimis Wright" <[e-mail]>
Tuesday, June 08, 2004 8:11 PM
A TT01060.htm
DSCA: Meeting Minutes

For anyone who can't open the attachment, let's try it this way. Hopefully you will get the contents, not
gibberish. If need be, I can send you a copy via old fashioned snail mail, too. Let me know, and as
always, thanks for you patience with my low-tech skills.
Diane

RECEIVED

Durant Station Condominium Association

NOV 0 9 ?On4
COASTAL ^'1' i ' ,'.-
EL1ZAB~..... !/4.Gt.:M2i\iT
ETH CiTY

Meeting Minutes

May 1, 2004

1 Meeting called to order at 12:08pm

ll. Roll Call-All members present or represented by proxy except for Yvonne Monstello and Bill
Zajac (the estate of)

ITl Review of minutes from last meeting: Questions from members regarding items from last
meeting. Question re: refund of fees from appraiser-money received, refund from contractor consultant-
refund not received yet. Update on dues: Six owners still owe. Total of $6175 still outstanding. Only
option for collecting monies is to put a lien on property. If owners have individual situations, please
submit issues in writing to the Board of Directors. Engineer study done, but $20,000 allotted for that at
last meeting has not been spent yet since the finn has not submitted a bill to DSCA as of meeting date.
Motion to approve minutes made by Hunter Lyles, seconded by John Riemann. All members in favor.
Minutes approved.

IV. Treasurer's Report: As of March 31st, $34,942 in checking and savings accounts. Expenditures as
of3/31/04:

Tax and Liability Insurance

1,000

&:/O/"'IOOA

"

x. Vote to NOT rebuil<k CondEJ.documerrtlangmrgerindicateS' th at we must rebuild unless 3/4 of the
owners vote to not rebui ld. Therefore-, Don Brown catted for a roll-call vote of the ownerS:i The vote
was to countthe-number of owners who want to- not rebuild (A-vote of yes =not rebuild, a vote- of
no=rebuild) No votes=23-, Yes votes=4, 2 owners absent with no proxy provided.

~

XI. Vote to affirm Board of Directors action to go forward with rebuild: Unanimous vote in favor of
the Board proceeding with action to go forward with a rebuild.

XII.Info needed from owners: Darr collected title insurance policy info, mortgage info and
improvement info from owners in the theater building.

XIII.Darr's proposal to serve as HOA coordinator and take appropriate action: Discussion regarding
Darr's proposal, his requirements and requested items for reimbursement was held with Darr and Susan
out of the room. Overall, everyon~ agreed we could not have gotten this far without Darr's leadership
and a motion was made for us to vote. Sam McKeen made a motion that we accept Darr Barshis'
proposal of conditions he wished to receive personally in exchange for functioning as the rebuild project
coordinator to include where his units would be placed but not for him to be the sole decision maker in
placement of other units or selection process. Andy Martof seconded. L. Baus abstained from the vote.
All other's present voted in favor of accepting Darr's proposal as indicated.

XIV.Create committees by resolution: The following committees were created by resolution with
membership and duties as listed below:

#159; Executive Liaison Committee: (Sam, Debra ,Shannon, Hunter, Don) Committee's role will
be to keep Darr abreast of the activities, progress, and challenges of each of the other committees. These
members will act as liaison between Darr and the other committees.

#159; HOA Documents Committee: (Sam, Joe, Laurie, Dave, Debra, Shannon, Jennie Reilly and
Debbie Brown) Committee's role will be very important over next 60 days. This committee will need to

6/9/2004

FROM :EPI

FAX NO. :252 441 0721

Jan. 21 2005 12:53PM P2

AW'A
NCDENR

r~orth Carolina Department of Environment and Natural Resources
Division of Water Quality
Michael F. EasleY, Governor William G. Ross, Jr., SecretaI)'
Alan W. Klimek, P.E., Director'

November 9,2004

Mr. Darr Bllrshis
DuIants Ststton Homeowners Association
17 F9rrest Hill Drive
Willianisbul.g, VA 23185

Subject:

PenIdt~o.SVV7041005
DuraIrtS Station Homeowners Association
Redevelopment Stonnwater Project
Dare County

Dear Mr. Barshis:

The Washington Regional Office received a completed Stormwater Applicalion for the
subject project on Optober 7,2004. Staffreview of the plans and specifications bas determined that
the project, as proposed, will comply with the Stormwater Regulations set forth in ritle 15A NCAC
2H.IOOO. We are forwarding Permit No. SW704100S dated November 7, 2004 to Durants Station
Homeowners Association the construction and operation of three dry infiltration basins to servo the'
Durants Station Residential Condominium Complex located at Hatteras. Ne.

ThRs pemiit shall !xl effective from the elate ofissuance until November 7, 2014 and shall be
subject to the conditions ~ limitations as specifled therein. Please pay special attention to the
Operation'and Maintenance requirements in this permit' Failure to establish an adequate systeln for
oper!!.tion lmd ma~tenance of the stonnwater management system will result in future compliance
problems.

If lmy parts, requirements, or limitations contained in this permit are unacceptable, you have
the right to request an adjudioatory hearing upon written request within thirty (30) days following
receipt of this penni.t. This reque~t must be in the form of a written petition. conforming to Chapter
1505 of the North Carolina General Statutes, and filed with the Office of Administrative Hearings,
6714 Mail Service Center, Raleigh, NC 27699-6714. Unless such demands are made this pe~t
shall be fiual and binding.

1617 Mail Service Center, Raleigh, North Carolina 27699.1617
512 N. Salisbury St., Ral.~gh. North Carolina 27604
Phone: [phone]/ PlAX 919.733-2496 /Internet: h2o.enr.stale.nc.us

N2frthCarolilla '
,^-1nhnlf/fllu

FROM :EPI

FAX NO. :252 441 0721

'.....'.'.'..,'.,'

...~. .' .",' ..." .

Page ,2
Mr. Dart Bw~shis
, , ",November 9:, 2004

Jan. 21 2005 12:53PM P3

.

If y(l"ll have any questions, or lleed additional information concerning this matter,' please
contac~"l?-~ at [phone]. ' '-,

~

Sincerely.

f3rr:. tf::. r:/?'-JV'
Roger,K. Thorpe
Environmental Engineer
Washingtou Regional Office

, cc:

v13is~ell Profe~sionaJ. Group
, DaJ:I~ County I~pections
, ~ an.hfugton ;Regional Office
Central Files

FROM : EPI

FAX NO. :252 441 0721

Jan. 21 2005 12:53PM P4

'.

State StonnwatcrManagement Systems
PermitNo.SW704100S

STATE OF NORTH CAROLINA
:DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY

STATE STORMWATER MANAGEMENT PERMIT

, REDEVELOPMENT

In acco:rdance with the provisions of Article 21 of Chapter 143, General S~tutes of North Carolina
as amended, and other applicable- LaWs, Rutes, and Regulations

PERMISSION IS HEREBY GRANTED TO

Durants Station Homeowners Association

Dare County
, FOR TIlE

co~tructia.~ operation and maintenance of'stormwater mWg~cnt systems in compliance with
the provisil.ms of lSA NCAC 2H.l000 (hereatrer referred to as the ''slormwafer rules'~ and tho
approved stonnwater management plans and specifications and other supporting data as attached
and on tile: with and approved by the Division of Water Quality and consideJ:ed a part of this' permit
for three dry infiltration basins to serve the Puranu Station Residential Condominium Complex
,located at Hatteras, NC. .

This permit shall be effeCtive from the date of issuance until November 9, 2014 and shall be subject
to the follo'wing specified conditions and limitations:

I. DESIGN STANDARDS

i,

1.

ThJ.s permit is effective only with respect to the nature and volume of stonnwater described
in the application and other supporting data.

2. ' nus stormwater system has been approved for the management of stormwater mnoff as
described on page 2 of this permit, the Project Data Sheet.

3. Approved plans and specifications for this project are incorporated by reference and are
errJbrceable parts of the penn it.

FROM :EPI

FAX NO. : 252 441 0721

Jan. 21 2005 12:54PM P5

, "

, .. DIVISION OF WATER QUALITY
PROJECT DATA

..

: 'ProjectNam.j~:
Pennit Number:

Durants Station Residential Condominium CompleK

, SW704100S'

Location:

Dare County

A.pplic~:
MaUing Adc'lress:

" Dw:ants Station Homeowners Association

Application Date:

17 Forrest Hill Drive'
Willi.amsburg, VA ~3185

lOnl2004

, .
Receiving Stream:
Classificatic1n of Water Bod~
Toul1 Site Area:

Atlantic Ocean

SB

1.77 ac

Tota1lmper~ous: ,
, Basin number:

, 0.84 ac

Basin Deptb.~

2.5 it

#2"
2.2'ft

#3
2.2ft

#1

Required Storage Volume:

4,595' cf '

1,525 cf

1~52S of
3.125 cf

Provided Storage,VolU1I'1e:

9,359 cf

2,188 cf

FROM :EPI

FAX NO. :252 441 0721

Jan. 21 2005 12:54PM P6

4. No !no1tleowner/lot owner/developer shall be allowed to fill in, alter. or pipe any vegetatiye
prac;1ices (such as swales) shown on the approved plans as part of the stormwatet
m811l8gement system without submitting a revision to the p~t and receiving approval from
the iDivision. .

S. The following items will require a modification to the permit:
a. Any revision to the approved plans. regardless of size
b. Project name change
c. Transfer of ownership ,
d. Redesign or addition to the approved amount of built-upon area
e. Further subdivisioI?- of the project area.

In addition, the Director may determine that other revisions to the project should require a
modification to the pennit.

6. Thel Director may notify the pemrlttee when the pennitted site does not meet one or more of
the minimum requirements of the permit. Within the titne frame specified in the notice. the
permittee shall submit a written time schedule to the Director for modifying the site to meet
millbnum requirements. Thepennittee shall provide copies of revised plans and
cer.1ification in writing to the Director that the changes have been made.

II. SCHEDULE OF COMPLIANCE

1. Thj~' permittee will comply' with. the following schedule for construction and maintenance of
the stonnwa:ter management system. '

a., The stormwatc:r management system shall be constructed in its entirety. vegetated
and operational for its intended use' prior to th~ conStruction of any built-upon
surfaces except roads.

;
b. During construction. erosion shall be kept to a minimum and my eroded areas of the
system will be repaired immediately.

2. The facilities must be properly maintained and operated at, all times. The approved
Operation and Maintenance Plan must be followed in its entirety and maintenance must
occ:ur at the scheduled intervals.

3. The pennittee shall at all times provide the operation and maintenance necessary to assure
the permitted stormwater system functions at optimum efficiency including, but not limited
to:

a. Semiannual scheduled inspections (every 6 months)
b. Sediment removal
c. Mowing and revegetation of side slopes

FROM :EPI

FAX NO. :252 441 0721

Jan. 21 2005 12:54PM P7

.'

, ,d. I~cdiate repair of eroded areas., " ' .
, e. Maintenance of side slopes in accordance witli approv.ed plans and specifications
f. Debris removal and unclogging of outlet sf,rwrture, 'orifiCe devIce and catch basins
and piping. '

4. Recclrd:, of maintenance activities must be kept and ttl8.de avallable, upon request to
, authorl7.ed personnel ofDWQ. The records will iDdicate the date. activity, name of persm1
performing the work and what actio~ were taken.

,'. . .

5. ':This permit sQall become voidable unl~ss the facilities are co11S1rUCted in accordance with
the (:ondttions of ~is pennit the approved plans and spOOitica~otis, and o~er S\.lppOrtfng
<4lta.

6. ' Upon completion of construction and prior to operatiQ11, of tIns petmitted facility, a
certification must be received from an, appropriate designer for the system instaU,ed
,,_ _ _ ~,_~-Iti~.g..tbl~tt!!~,~tt~4.~i#~.lliis been in~~.~_~ccordan~ ~~'~~s.~~~~e_', ..'-
, 'approved plans and specifications, and other' sUpporting' documentation. Mail tlie
CertifiCation' to the Washington' Regional Office, 943 Washington' SqUare Mall,
Waa.bington, N~rth Carolina, 21889, attention Division of W *, Quaiiiy. ' , .

7. A.o<)py of the approved plans and specifications sball be maint(lined on file by the Pe.onittee
for 2t minimum offivo years from the date of the COInpletion of construction. '

m. GENERAL coNDITIONS ,

1. Ttili; permit is not t:i'ansfc:mble. In the event there is a desire for the facilities to change
'owtlerShip~ or there is a. name change of the permittee, a formal permit request must be
: ': submitted to the Division of Watl:r Quality accompanied by an" application fee,
dQc1umentation from the parties involved, and other supporting' materials as may be
app.r<:l~' The approval of this request will be considered on its merits and Il!ay or may
, not be- approVed. "," , .

2., Failure to abide by the conditions and limitations contained in this per.m~t may subject the
". ," Per.mittec to enforcement action by the Di\1iSiqsi of Water QUality, in accordance' with North
" Carolina General Statute 14j.215.6{a) to 143..215.6(c). '

3. The issuance of this perrott does not preclude the Pennittee from complyhlg with any and all
, .. 'statutes, rules, 'regulations, or ordinances' which may be impo~ed by other government
, agenCies {loCal, state; and federal) which have jurisdiction. '

4. In the event that the :facilities fail to perform satisfaCtorily, in~luding the creation pf nuisance
cotlditiOIlS, the Permittcc'sha.ll take'iI:nn1ediate corrective action"incltiding those as may be
required by this Division, such as the construction of additional or replacement stoxmwater
management systems. '

FROM :EPI

FAX NO. :252 441 0721

Jan. 21 2005 12:54PM P8

5. ThCl permit may be modified. revoked and reissued or terminated for cat,lSc. The filing of a
request for a pennit modification, revocation and reissuance or termination does not stay any
permit condition.

Permit isSllled this the 7 th day of November, 2004.

NORTH ,CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION

A1aii~~~~_:._-- .-

Division of Water Quality
,By AuthoIity of the Environmental ManaSexnent Commission

Permit Number SW7041005

FROM :EPI

FAX NO. :252 441 0721

Jan. 21 2005 12:55PM P9

~ O. OM'

~

~-d1..

.'

"

"

, .
state of 'North Carolina ,
Department of Environment and . Natural Resources
Washington Regional Office

"

Michael F. !sIsley, Governor

William G. R.oss, Jr., Secretary

DIVISION OF LA!'U) RESOURCES
LAND QUALITY SECfION '
November 4, 2004 ,

J&'l'TER OF APPROVAL

Durants Station Homeowners Association
. 'A TIN: Mr. Om Barshis, Director
17 Forrest Hills Drive '
WilliamsbuJ:U. Virginia 23185

RE: Erosioltl. and Sedimentation Control Plan No.: Dare-2005-007
, DUl'ants Station
NC 12-DareCounty
Drainage }lasin: Pasquotank
Date Received: October 6. 2004
'R.e~:ponsible party: Durauts Station Homeowners Association

Deat Sir:

This office has completed its review of the erosion and sedimentation 'Control plan for the referenced
1.8 acre diSturbance. Based on the information provided, we have determined the 's\lbmitted plan for grading
for the construction of a. 33 unit condominium buildjng, an office and community center. parking and
stormwatcr detontion, if property implemented and responsibly maintained. should meet the intent and
minimum Jlequirements of the Act. We, therefore. issue this LETTER OF APPROVAL.

,
lnl973, the Sedimentation pollution Control Act (copy available upon request) was enacted.
It established a perfonnance oriented program witb the objective of PREVENTING sediment dmnago to
adjoining properties and/or natural resources resulting from land disturbing activities through the use of
reasonable and appropriate Best Land Manasement Practices, based, on the approved plan and Changing site
conditions, during the course of the project. AS THE DECLARED RESPONSIBLE PARTY YOUR
RESPONSIBILITY is to understand the Act and comply with the following minimum requirements of the
Act and thl~ above listed modificatioltS (if any): ' '

an ero3ton and sedimentation contral plan is only valid for 3 years
following the dale of initial approval, ifno land:'disturbingactivity haJ bii:en
undertaken; ,

a copy of the LA TEST APPROVED soil ~rosion and control plan must be on
file at the job sIte;

erosion and sediment control measures or devices were designed and are to
be Installed to sqfely withytand the runoff resulting from a 10 year storm
event- 6.S -7 inches in 24 hours or 2.$ --3 inches in I hour

S~ Willhlngterl'Sq1Jlal'e MaJI. Waahlngtcn. Nortf1 CSl'QUna 27ea9 Telephonll252.~1. FNf. 252-975-371 e
&_ ...._. _____ ,..... .._.......-... ~l'lr.:Ydedl10..4 1lC5t<OnO\.ITlltl( paper

FROM :EPI

FAX NO. :252 441 0721

Jan. 21 2005 12:55PM P10

:'

.... o.

"
,

.

..

Ourants Station Homeowners ~ssociation
A TIN:
November 4,
Page 2

,.

, '
a btif.fet zone, afifficisnt to restrain vi3ible sedimentation. must be provided
and maintained between tht land-di3turbing activity and any adjacent
property or watercourse.

new or affected slopes mil$t,be~' a~ angle that can be retained by vegetative
cover;

barr~n slO~: :,u: he "roVid(d:with a llround cwer sufficient to restrain '
erosion. wiLl ',-e ShOrJeL,Df 15 worklnr: or .10 cakndaJ' da,va of
comoletJon of an.., U"fIM (l'Ou~h or final) of 1ll'adbJ{(.. fB.YB GRASS IS
NOl in the approved seeding specifications not',1s it an ACCB~TABLB
3ub.~tirute for the providing of a ground cover);

un/us, a temporary, manufactUred. lining material ha3 been specified" a "
c16an 31raw mulch nttUt be applied, at the minimum rate of2 tons/acre, to
all seeded areas. The mtflch must cover at /(~a.c:t 75% of the ..lIeeded area
after it is either tacked, with aTl acceptable tacking material, or crimped in
place;

, '
In orde:r to meet the intent of the Act. the lchedullng of the landwdtsturbing
actlv.itJ'es {oJ to be such that both the area 'Of expasure and the' rime between
the 'limd dislurb,ance and the providing ofa graund ioJ miniTtJlzed:

a vefmancrl1 S!I'Ound'C9'fflt. .'I'Z,ffftclent ta restrain erasian, ,,;,,$1 be ofOvlde.d.
, within the shortef of 15 working '01' 90 cal~ndar days after 'completion 'Of
, c,01'l$truCtlo1i a~' development; al1d,

, ,ex-dept in the case 'Of an emergency, '4 revised erosion and sedimentation . '
control p.lan must be submitted to and approved by this, 'Office prior to
initiating any significant 'changes in the ccnstrUCtton, grading 'Or drainage
, prans; , , , '

_ thi.f approval is based, In part, on the accuracy 'Of the inform'alion provided
" .in"rhe Fi7fa~iarResp,!'It3'iliilityIOti(nershfp form submittedWith the proJecr
" 'plans. Y~u tire requued to flU an amendedform if there is any change in
, , 'tI.e information Included, on tlieform, 'This appra'IJal and the fmancial ,
reaponsibtlityllfability cited in it' does nat autamatically transfer with a
change in praject ownership.

Be advised that this letter gives notice- of our right of periodic inspect.lon to ensure compliance with the
approved plan and the program requirements. [f the implement'Od plan is determincd:to be inadequat~, this
office may requ;re that it be revised to oomply with state law. Failure to oOlnply with any part of the approv~
plan ot' with Imy requirem~ntS of this program1 could result irtthe taking of appropriate legal action against the
financially re'sponsible-party (Durants Statian Homeowners .A..'/sociation). One option is the a.<;.qcsslng of B civil
penalty of up to $5000 for the initial violation plus up to $5000 per day for each day the site, is out of
compliance. ' ,

In recognizing the desirability of early coordination of sedimentation control) we believe it would be
beneficial for you and your contractor to arrange a preconstruction conference to discuss the requirements ot

FROM :EPI

FAX NO. :252 441 0721

: -,

,
t'

Durants Stati,()n Homeowners Association
A'I1"N:
November 4
Page 3

Enclosure

w/o ene. cc;: Mr. Da.vid M. Ryan, Bissell Professional Group, inc.
Mr. Ted Sampson. Division of Coastal Management

Jan. 21 2005 12:55PM P11

-'

FROM :EPI

FAX NO. :252 441 0721

Jan. 21 2005 12:56PM P12

r: ow;\......,

State of North Carolina
Department of Environment
and Natural Hesources
Division of EnVironmental Health
On-Site Wastewater Section

Micheel F. Easley, Governor
William G. Ross, Jr., Secretary
Terry Pierce. Director

AVA
NCDENR

NOATH CAFtOL.lNA (jEPARTME:NT OF
E::NVI~ONMC:NT ANI') NJa\JRAL RESOURCI!:S

January 20) 2005

Mr. Jack Flytht~, RS
Environmental Health Supervisor
Dare County Health Depa.rt:roent
P.O. Box 1000
Man,teo. North Carolina 27954
[phone], Fax: [phone]

Subject:

Engineering Design Approval, Durant Station Condoplex Repair, Project Number 05-01

Dear Mr. Flythe:

Today, we reo6ived a revised submittal package for the Durant Station Condoplex. Repair. Our review
indicates our pl"evious comments have been adequately addressed. Enclosed is one copy of the plans and
specifications, stamped approved by this office.

Summary infoimation about the overall approved system is provided below.

Facilities servled: Thirteen I-bedroom condos, thirteen 2-bedroom condos, and seven 3-bedroom condos

Approved Disposal System FJowratc: 8,860 gallons per day

Wastewater Treatment Facility (WWTP): Classified as Grade n WWTP Operator
. Three 5000~gallon septic tanks. 1110 third tank serves a.<; an anoxic biol'eactOt, ul"l.d can be retrofitted
to allow flCIW equalization to the Dioc1ere Units.
. Two Bioclt~re 30/24 units.
. A 3000-gallon redundant clarifier
. A 6000-gal.lon pump tank with duplex pumps

Disposal Systclm: Classified as Subsurface Operator
. Three-inch Schedule 40 PYC fOfcemam
. Two Drainfields as follows:

Drainfield # Area
Drainfietd 1 3710 Sq.n.
Oraintield 2 3 7~q ~q~.ft: ..

ON-srrE WASTEWATER SECTION
1642 Mail Service Center. Raleigh. North Carolina 27699.1642
Telephone [phone] I1A X 919-7 (5-3227 E-mllil: ioe. pearce(a),ncmail.n<;.t

FROM :EPI

FAX NO. :252 441 0721

Jan. 21 2005 12:56PM P13

..:....

..

,.

January 21, 2005
Page 2 of2

. The dispos2~1 site lons-term-acccptance rate is 1.20 gpd/sq.ft, based upon advanced treatment effluent
quality, as follows:
. CBOD5 < 15 mg/1
. TSS. < 15mgll
. NI-B-N < '10 mgll
. Total Nitrogen < 15 mg/1 or 50% rcduct1l>n
. Fecal Coliform < 10,000 cfu/100m1

It is critical that the Health Depl:lrlment requiTe a prcconstruction meeting be held prior to wastcwatertreatment
plant installation and attended by representatives of the Health Department, owner, in!t1aller, installation
certifYing engineer, and this office if deemed appropriate. During this meeting, the sequencing of project
constmction, in!ipectton, and testing activities must be discussed and clearly understood by all parties. Holding
such a preconSb:u.ction meeting must be listed as a condition in tho construction authorization, with atten.dance
required by all key parties prior to the onset of the system installation.

As you are aware, there are a number of times during the installation of this system wh~ inspection by the
health departmcmt must be provided to aid in ensuring the system is installed properly. For this project, make
certain thil.t~ '
1. Pump Stations and Fotcemains have heen provided imd installed in accordance with the approved
plans. profile drawings a.nd specifications including methods of crossing roads and waterlines. no
high points in the lines and successful passing of the leakage test indicated in the specifications.

2. Start.llt~ Q...rovisions are completed including flushing of new sewer lines, testing of system perfomumce,
adjustinlg and setting design pressure head and measuring initial pump delivery rates to each field.

3. SUDDlv lines and nitrification fields have been provided and installed in accordance with the
approvl,cl plans and specifications including:
. Treqch depth
., ,Hole placement
. Fill placement
. Drain field grading and vegetative cover

Please feel free: to contat.'t our office if you have any questions pertaining to this letter and Ifwe may be of
assistance dUling your inspection of the installation of this system.

Sincerely,

Joseph Pearce
On-Site Wastewater Engineering

cc: Mike Robinson, P.R.
Robert trebler

IISSEll

PROFESSIONAL GROUP

Engineers, Planners, Surveyors
and Environmental Specialists

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Date:

Poge Number:

Bissell Professional Group
4417 North Croaton Highwoy
P.O. Box 1068
Kitty Hawk, North Corolino 27949
[phone] or 261-3266
FAX [phone]

11/8/04

1

Pro lect:
DURANT STATION

Description:

DETAIL SHEET
..Cf."'::~fUfe~
. ~~ ~~?t:1 Wa;:fkU

REQUIRED FIREWAll.
VERTiCAl PROJECTION
AS PER NCSBC SECTION
705,6

NOV 0 9 2004

COASTAL MAl"
ELIZA' ~AGEMci\lT
BETH CITY

IN, ROOF PITCH TO BE .:12 AS
PER DARE CO, SECTION 22-25,1
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FINISH CEILING

FINISH CEILING

FINISH FLOOR

(3lLAYERS OF 1/2" a:;~;~

(3) LAYERS OF 112" GYPSUM
BOARD

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FIREWAll. AS PER THE
PROVISIONS OF THE NCSBC
SECTION 705, WAll. TO BE
CONSTUCTED WITH A FIRE
RESISTANCE RATING OF 3 HOURS
AS REOUIRED IN TABLE 70S.4 FOR
A R,2 GROUP, THIS WAlL SHAlL
BE CONSTRUCTED USING II" CMU
DR AS SHOWN HEREIN THIS
DETAIL UNDER THE PROVISIONS
OF ANSIJUL 263 DESIGN NO, V438,
WAll TO BE CONSIDERED NON
BEARING BUT DUE TO H1EGHT 3
518",20 GAGE STUD SHAlL BE
USED,

3 HOUR ASSEMBLY A..
INTERIOR NON-BEARING WALL SECTION ~
SCALE: NONE

SEE SECTION 1 INTERIOR
NON-BEARlNG WAlL SECTION DETAIL

A

REQUIRED FIREWALL
VERTICAL PROJECTION
AS PER NCSBC
SECTION 705,6

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TOP OF FIN, SLAB REV, =
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.f!:9.QQ..~~-,-=.J:!!:____

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1'-6' MIN, FIREWALL HORIZONTAl
PROJECTION AS PER NCSBC SECTION
705.5

3 HOUR RATED FIRE WAlL
SEE SECTION 1 INTERIOR
NON-BEARlNG WAlL SECTION DETAIL

RIGHT SIDE ELEVATION

SCALE: 1/8" = 1 '-0"

F

5.75

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\.

"

MAJOR PERMIT FEE MATRIX

Applicant: Durants Station Condominiums

Selection Development Type Fee DCM% DWQ%
(14300 1601 43510009316256253) (24300 1602 435100095 2341)
I. Private, non-commercial
~, development that does not $250 100% ($250) 0% ($0)
involve the filling or
excavation of any wetlands
" or open water areas:
II. Public or commercial
D development that does not $400 100% ($400) . 0% ($0)
involve the filling or
excavation of any wetlands
or open water areas:
III. For development that
involves the filling and/or
excavation of up to 1 acre
of wetlands and/or open
water areas, determine if A,
B, C, or D below applies:
III(A). For Private non-
D commercial development, if $250 100% ($250) 0% ($0)
General Water Quality
Certification No. 3301 (see
attached) can be applied:
III(B). For public or
D commercial development, if $400 100% ($400) 0% ($0)
General Water Quality
Certification No. 3301 (see
attached) can be applied:
III(C). If General Water
D Quality Certification No. $400 60% ($240) 40% ($160)
3301 (see attached) could
be applied, but DCM staff
determined that additional
review and written DWQ
concurrence is needed
because of concerns
related to water quality or
aquatic life:
III(D). If General Water
D Quality Certification No. $400 60% ($240) 40% ($160)
3301 (see attached) cannot
be applied:
IV. For development that
D involves the filling and/or $475 60% ($285) 40% ($190)
excavation of more than
one acre of wetlands and/or
open water areas:

~

Michael F. Easley, Governor

AVA
NCDENR

North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Charles S. Jones, Director

William G. Ross Jr., Secretary
January 25, 2005

'.

Kendall Turnage
Environmental Professionals, Inc.
P. O. Box 368
Kill Devil Hills, NC 27948

Re: DWQ ill Number041814, Nationwide Permit Application for a wetland fill
activity by Jim Douglas and Bill Hogan, near Rodanthe in Dare County
Dear Mr. Turnage:

The North Carolina Division of Coastal Management has reviewed your application, dated
December 14, 2004, for a U.S. Army Corps of Engineers Nationwide Permit, pursuant to Section
307 of the Coastal Zone Management Act of 1972, as amended. Based upon our review, we have
determined that the proposed activity is consistent with the North Carolina Coastal Management
Program subject to the following conditions:

1. The activity described in your application is for the issuance of a U.S. Army Corps of
Engineers Nationwide Permit, Number 18, under 33 CFR Part 330. Any modification of
your proposed activity, or change in the Nationwide Permit Number that you are seeking,
will require an additional review for consistency by this office.

2. Since the activity that you propose involves impacts to waters and/or wetlands, a 401 Water
Quality Certification must be obtained from the North Carolina Division of Water Quality,
which our records indicate you have already received.

Please understand that this letter does not relieve you of the responsibility to ensure that all other
applicable State authorizations and/or permit requirements are met prior to implementation of the
project. Please feel free to contact me at [phone] if you have any questions or need further
assistance.

TS/yc

Sincerely,

~~ m&@&nW&~

Ted s4 JAN 2 8 Z005
District Manager UI::7l ~~~R - WATER Q .
.....~AND UALlry
STORMWATER BRANcH

cc: Ted Tyndall, Assistant Director, NC Division of Coastal Management (DCM), Morehead City
Stephen Rynas, Federal Consistency Coordinator, NC DCM, Morehead City
Wilmington District Engineers; ATTN: CESAW-CO-E, US Army Corps of Engineers
John'Dorney;-Water Quality Section, NC Division of Water Quality, Raleigh
"""

1367 U.S. 17 South, Elizabeth City, North Carolina 27909
Phone: [phone] \ FAX: [phone] \ Internet: www.nccoastalmanaqement.net
An Equal Opportunity \ Affirmative Action Employer -- 30% Recycled by Fiber Weight

Michael F. Easley, Governor

AVA
NCDENR

North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Charles S. Jones, Director

William G. Ross Jr., Secretary
January 25,2005

'.

Roxanne D. Dorman
Atlantic Environmental Consultants, LLC
P. O. Box 3266
Kitty Hawk, NC 27949

Re: DWQ ill Number 040880, Nationwide Permit Application for a
wetland fill activity by Mike Corwin in Avon, Dare County

Dear Ms. Dorman:

The North Carolina Division of Coastal Management has reviewed your application, dated May 26,
2004, for a U.S. Army Corps of Engineers Nationwide Permit, pursuant to Section 307 of the
Coastal Zone Management Act of 1972, as amended. Based upon our review, we have determined
that the proposed activity is consistent with the North Carolina Coastal Management Program
subject to the following conditions:

1. The activity described in your application is for the issuance of a U.S; Army Corps of
Engineers Nationwide Permit, Number 18, under 33 CFR Part 330. Any modification of
your proposed activity, or change in the Nationwide Permit Number that you are seeking,
will require an additional review for consistency by this office.

2. Since the activity that you propose involves impacts to waters and/or wetlands, a 401 Water
Quality Certification must be obtained from the North Carolina Division of Water Quality.

Please, understand that this letter does not relieve you of the responsibility to ensure that all other
applicable State authorizations and/or permit requirements are met prior to implementation of the
project. Please feel free to contact me at [phone] if you have any questions or need further
assistance.

Sincerely,

~~

District Manager

~~@[gnw~~

JAN 2 8 l005

TS/yc

DENR - WATER QUAU~"II"IJ
WE1\ANDS AND STORMWATER I)IV\I....,

cc: Ted Tyndall, Assistant Director, NC Division of Coastal Management (DCM), Morehead City
Stephen Rynas, Federal Consistency Coordinator, NC DCM, Morehead City
Wilmington District Engineers; ATIN: CESAW-CO-E, US Army Corps of Engineers
John Dorney, Water Quality Section, NC Division of Water Quality, Raleigh
L~-<~.'- - ,-"

1367 U.S. 17 South, Elizabeth City, North Carolina 27909
Phone: [phone] \ FAX: [phone] \ Internet: www.nccoastalmanaqement.net
An Equal Opportunity \ Affirmative Action Employer ..30% Recycled by Fiber Weight

~

N.C.G.S, CONTROL MONUMENT
CARL
NC GRID COORDINATES
N 551109.8070 FT.
E 2987210.0070 FT.
NAD 1983
NAD83 SCALE FACTOR = 0.9998727

.".

- --------
------

------

-------
------

------~ ------
-------
------

--------
---
------
------- EXISnNG 8- WATER MAIN
(CAPE HAllERAS WATER ASSOClAnON

PA~L1CO
SOUND

------

AILMlTIC
OCEA"l

250' CAMA OCEAN ERODIBLE
AREA OF ENVIRONMENTAL CONCERN
EROSION RATE = 3'/YEAR (60 x 3' + 70' = 250')

------
-------------

~

------

N.C.G.S. CONTROL MONUf"ENT
A 193
NC GRID COORDINATES
N 550284.3330
E 2989407.3020
NAD 1983
NAD83 SCALE FACTOR = 0.9998728

------

------
-------

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GRID DISTANcE BY G -P - - - _
, .S.

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PI\.U:LICO
SOJND

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N' ~9''\5 63.03 \

~~~ON STORMWATER MANAGEMENT BASIN 1
DRY BASIN-.52.5' DEEP WllH 3:1 SIDE SLOPES
__--,---iCiP AREA - 3,900 SQ. FT.
--,- BOT1OM AREA - 2,500 SQ. FT.
FR~STOR~~rON~iU. FT.
BOT1OM ELEVAnON\- 1.7'

-----

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------------- -------~_EOP ~N8 X 4.45 _CIi'-"'>.::..O
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FISH CLEANINC\STATION ""....
X5.BO #
CONCRETE DUMPSTER PAD
6' SOUO WOOO SCREENING W1lH
DENSE LANDSCAPED PERIMETER

VICINITY MAP
NOT TO SCALE

DARE COUNTY
NORTH CAROLINA

ATLANTIC
CCEA.\l

---

<i'i'>

--

'""

\

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v;.

\
\
CONCREtTE CURB AND GUTTER
SHEET flOW 'f,ND DRAINAGE flUME
STORMwATER\cou.EcnON SYS1EN
WllH DISCHARGE ~ STORM WATER BASIN

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# .'" # ------180' CAMA LARGE STRUCTURE
." ? SETBACK LINE
EROSION RATE - 3'/YEAR (60 x 3' - 180')

, 5"'tl
:7,'08 '\
.-S

,\3,\.6'\'

#

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MINIMUM FRONT YARD - 25'
(FROM R-3 ZONE)

MINIMUM SIDE YARD - 8'
(FROU R-3 ZONE) ,

-F'

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.,>
X6,14 d'
ISOlA nON JOINT TO BE PLA~ BE1VtEEN" cONCRElE
PARKING SLAB UNDER BUILqNG .IO~TE ,7
FROU CONCRETE PARKINo.r>>iD DRIVES ,/

.". ~> ,:p \ /,,/'

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DANIEL L. SE~LE
0.8. 1185 PG.()407 \
PIN 9594 00 ~? 7788 \

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ROOF GUTlER PIPE \, ;:
OUllET. PROVIDE \, \ ,p .,.
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BASIN-J'\JO 3: \ ;po,~}/. _,/ ,,'- ;2

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,-,-' ,/ ,/' __,.---- ,DEtK,AREA = f.'4Sd sQ. ri.,.--/:..'--', " ,,-' ,-",o.,
/ ,o ,/ ,-"POO\..-CON~ETE DECK ELEVAnON,?,,'IMo' ,/ .. / """
.-- /~ ,-,,-' DEj::KJNG.NU.: REQUIRE BULKH~~J1OUND PERI~ .,,/ ,/' 1R7,88
/ - /~ S'MMWNG-POOl TO BE PHYSlCAU:Y.5EP'ERATED ~ BUILDINC'SlRUCTURE:--' P
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"

90' CAMA SMALL STRUCTURE
SETBACK LINE
EROSION RATE - 3'/YEAR (30 x 3' - 90')

......-......-

5 ...-.....

#

DARE COUNTY
NORTH CAROLINA

M

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.........

WASTEWATER DISPOSAL FIELD
TOTAL DESIGN FLOW = 8,860 GPD
LTAR = 1.2 GPD/ SQ. FT.
2 ACnVE DRAlNFlMS. EACH WllH 7 L.P.P. DRAlNUNES,
106 L.r. EACH AT 5' O.c.
TOTAL DRA/NFlM LENGlH PER FIElD - 742 LF.
TOTAL SYSTEM DRA/NFlM LENGlH - 1,484 L.F.
FILL DRA/NFIElD TO 8.0' MSL
EXTEND FILL 7.5' BEYOND LATERAlS
GRADE SIDE SLOPES AT 1:4 MAX.

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MINIMUM SIDE YARD - 8'
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SEPnC TANK 1 (5.000 GALLON CAPACITY)

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PUMP TANK (6,000 GALLON CAPACITY)

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BIOCLERE TREA 1\!ENT UNITS (2)
MOOa 30/24
WAJJ<WAY AND HANDRAIL SYSTEM REQUIRED IF TOP
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HATTERAS ESCAPE RD.

NOW OR FORMERLY
OCEAN DUNES CONDOMINIUMS
M.B. 7 PG. 25
PIN 9594 05 29 4606
STREET ADDRESS : 56821 N.C, HWY. 12

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PROPOSED OFFICE AND COMMUNITY CENTER
2 STORY FRAME DWELUNG ON PIUNG FOUNDA nON

VICINITY MAP
NOT TO SCALE

ASPHALT PARKING AND DRIVES
10' lC 20' PARKING SPACES, 20' DRIVE AISlES
TOTAL SPACES PROVIDED .. 60

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FIRST UNE OF -STABLE NAtuRAL ,/
VEGETA nON (HISTOfij~LY AS FLA9GED
BY DENNIS HAWJltORNE DEPICJlNG lHE
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SUBJECT PROPERTY:
DURANTS STATION CONDOMINIUMS
P.C. C SL. 6E
D.B. 460 PG. 794-
PIN 9594 00 29 6733
AREA - 76,994 sq. ft. (1.77 ac.)
STREET ADDRESS : ~ "'n3 N.C. HWY. 12
ZONING ;-2

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33 UNIT CONDOMINIUM BUII:DING
THREE STORY MODULAR WOOO FRAME"" .
CONSTRUCnON ON PlUNG FOUNDA 1fON
13-1 BEDROOM UNITS
13-2 BEDROOM UNITS
7-3 BEDROOM UNITS
TOTAL BEDROOM COUNT - 60
24 PARKING SPACES UNDER BUILDING
CONCRElE SI.A9 UNDER BUILDING ELEV. - 7.0'
FIRST ELEVATED FLOOR ELEV. .. 15.8'
LOW GIRDER ELEV - 14.0'
TOTAL BUILDING HEIGHT - 48.90'
GROUND lEVEL ENClOSURES WllHlN BASE FLOOD ELEVA nON
SHALL BE ENGINEERED TO BREAK-AWAY DURING OVER WASH STORM EVENT
(SEE ARCHITECTURAL PLANS FOR DETAILS)

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STORMWATER MANAGEMENT
BASIN NO.2

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APPLICANT:

DURANTS STAll ON HOMEO~ERS ASSOCIAnON
C/O DARR BARSH IS
17 FORREST HILL DRIVE
WILLIAMSBURG. VA 23185

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LOT COVERAGE CALCULATIONS
LOT COVERAGE SUMI.lARY:
CONDOUINIUM BUILDING INCLUDING WOOD DECKS AND STAIRWAYS - 12,990 SQ. FT.
OFFICE AND COMMUNITY CENTER - 1,122 SQ. FT.
CONCRETE SlDEWAJJ<S, DUMPSTER PAD AND FISH ClEANING STAn ON - 780 SQ. FT.
POOl AREA EXClUDING POOL SURFACE AREA - 1,450 SQ. FT.
HOT TUB WOOO DECKING TOTAL - 236 SQ. FT.
POOl EQUIPMENT BUILDING os lOD SQ. FT.
ASPHALT OR CONCRETE PARKING AND DRIVES - 22,290 SQ. FT.
TOTAL COVERAGE .. 38.968 SQ. FT.
TOTAL LOT AREA = 76,994 SQ. FT.
" LOT COVERAGE -50.61"
COVERAGE DOES NOT INClUDE WOOO WAJJ<WA Y TO BEACH
ELEVATION AND FEMA DATA
ElEVAllON DATUM NGVD 1929 8ASED ON PUBUSHED ELEVAnON
ON NCGS -A 193" ELEV. - 3.93 FT. BY GPS MElHOOS
CAU8RATED TO NCGS "C 193" ElEV. - 7.48 FT.
FEMA DATA : FlR~ 375348 0860 E. REVISED 12/20/00
ZONE AE (0)
FLOOD ZONES SUB.ECT TO CHANGE BY FEMA

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CAPE HATTERAS NAllONAL SEA~~oRE ,/'
0.8. 079 PG. 548,/ ,/ "
PIN 0717 00 6~,w34 ,

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GENERAL NOTES

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1. These proposed Improvements represent the reconstruction of a multlfamny
structure and a880clotediQC;nt~ that were destro)'IKI during Hurricane lsobel
in IllIptember 2003. The original site consisted of 33 units constructed prior
to the adoption of zoning regulations for Hatteras VIllage In 1987.

2. ALL UnUnES SHALL BE PLACED UNDERGROUND.
3. A DRIVEWAY ACCESS PERMIT FROM NCDOT WILL BE REQUIRED FOR lHlS PRo..ECT
PRIOR TO CONSTRUCnON OF lHE DRIVEWAY ACCEss.
4. NO ARMY CORPS OF ENGINEERS -404" JURISOICnONAL WEllANDS
LOCATED ON-SITE.
5. A HIGH-DENSITY STORMWATER MANAGEMENT PERMIT MUST BE OBTAINED
FROM NCDENR DIVISION OF WATER QUAUTY PRIOR TO lHE
ISSUANCE OF A BUILDING PERMIT.

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DATE: ~.. , \-;-... SCALE:
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DESIGNED:

DRAWN:

MWR
SHEET:

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CHEC!\ED,

APPRO~ED:

OF

MWR

MWR

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CAD FILE:
4117SP01B1
PROJECT NO:

4117

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