20060845 Ver 1_COMPLETE FILE_20060519

Permit Class
NEW ?--
STATE OF NORTH CAROLINA
Department of Environment and Natural Resources
and ?tY
Coastal Resources Commission
I" j'
1permit
for
X Major Development in an Area of Environmental Concern
pursuant to NCGS 113A-118
Excavation and/or filling pursuant to NCGS 113-229
Permit Number
121-06
ou -0r?`!5
Issued to Sea Gull Motel Inc., c/o Carlos Oden, PO Box 280, Hatteras, NC 27943
Authorizing development in Dare County at Adj. to the Atlantic Ocean, 56839 and
56883 NC Hwy 12, Hatteras , as requested in the permittee's application dated 3/16/06. including the
attached workplan drawings (13), as referenced in condition No. 1 of this permit.
This permit, issued on August 3, 2006 , is subject to compliance with the application (where consistent
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.
1) Unless specifically altered herein, all development shall be carried out in compliance with the attached
list of workplan drawings: sheet 1 through 4, 6 and 8 of 13 dated 11/29/06, sheet 5 of 13 dated 2/17/06,
sheet 7 of 13 dated 2/7/05, sheet 9 of 13 dated 2/27/06, sheet 10 fo 13 dated 2/25/06, sheet 11 of 13
dated 2/24/06, sheet 12 of 13 dated 3/14/06, & sheet 13 of 13 dated 4/9/06 and the AEC Hazard notice
dated 2/23/06.
(See attached sheets for Additional Conditions) 0 "j ZpQ6
This permit action may be appealed by the permittee or
other qualified persons within twenty (20) days of the issuing
date. An appeal requires resolution prior to work initiation or
continuance as the case may be.
This permit shall be accessible on-site to Department
personnel when the project is inspected for compliance.
Any maintenance work or project modification not covered
hereunder requires further Division approval.
All work shall cease when the permit expires on
December 31, 2009
In issuing this permit, the State of North Carolina agrees
that your project is consistent with the North Carolina Coastal
Management Program.
Signed by the authority of the Secretary of DENR and the
Chairman of the Coastal Resources Commission.
Charles ones, Director
'Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permittee
Sea Gull Motel, Inc. Permit # 121-06 }
Page 2 of 4
ADDITIONAL CONDITIONS
Ocean Hazard Area Development
2) Prior to the initiation of construction within the Ocean Hazard AEC, the permittee shall stake, and a
Division representative shall approve, the first line of stable, natural vegetation and the corresponding
small and large structure setbacks. These setback determinations shall replace those done at the time the
permit application was processed and approved. Construction shall begin within sixty days of this
determination or the measurement is void and shall be re-established. In the case of a major shoreline
change within that period, a new setback determination shall be required before construction begins.
3) Unless specifically altered herein, this permit authorizes the demolition of the existing structures and the
- excavation-and grading" of the lots all as-expressly-and- specifically set-forth-in-the-attached application-
and workplan drawings.
4) The two pools and associated structures shall be located entirely landward of the 90-foot small structure
development setback line referenced in Condition No. 2 of this permit.
5) The foundation pilings, and any other foundation or support structures for the two 18,462 square foot
52-unit condominium buildings, as well as the 61, 789 square foot parking area, the engineered sewage
treatment system with septic field, and the stormwater management areas, shall be located entirely
landward of the 180-foot large structure development setback line referenced in Condition No. 2 of this
permit.
6) 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.
7) 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.
8) 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-rneet- this
--
standard or shall be designed to break-away without structural damage to the main structure.
9) All building pilings shall have a tip penetration greater than eight feet below the lowest ground elevation
under the structures. For those structures so located on the primary dune or nearer to the ocean, the
pilings shall extend to five feet below mean sea level.
10) 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 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.
w
Sea Gull Motel, Inc.
ADDITIONAL CONDITIONS
Permit # 121-06
Page 3 of 4
11) 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.
NOTE: In accordance with 15A NCAC 7H.0308(a), no new seawall or riprap revetments shall be
allowed in the future should any structure become threatened from erosion.
NOTE: In order to protect hatchling loggerhead sea turtles, all lights on building faces, 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 modern alternative
light sources should be utilized. Parking lots, streets, walkways, dune crossovers, 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, contact the N.C. Wildlife Resources Commission at [phone].
Erosion and Sedimentation Control
NOTE: An Erosion and Sedimentation Control Plan shall be required for this project. This plan shall be
filed at least thirty (30) days prior to the beginning of any land disturbing activity. Submit this
plan to the Department of Environment and Natural Resources, Land Quality Section, 943
Washington Square Mall, Washington, NC 27889.
12) 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.).
Stormwater Management
13) The N.C. Division of Water Quality approved this project under stormwater management rules of the
Environmental Management Commission under Stormwater Permit No. SW7050316 on 8/3/06. Any
violation of the permit approved by the DWQ shall be considered a violation of this CAMA permit.
General
NOTE: This permit does not eliminate the need to obtain any additional state, federal or local permits,
approvals or authorizations that may be required.
NOTE: 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.
Sea Gull Motel, Inc.
Permit # 121-06 -
Page 4 of 4
ADDITIONAL CONDITIONS
NOTE: The N.C. Division of Water Quality has authorized the proposed project under General Water
Quality Certification No. 3400 (DWQ Project No. 060845), which was issued on 7/6/06.
NOTE: The U.S. Army Corps of Engineers has assigned the proposed project COE ORM No. SAW-
2006-32423-128.

VV ^ r CR p Michael F. Easley, Governor
0 G William G. Ross Jr., Secretary
r North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
July 6, 2006
DWQ Project # 06-0845
Dare County
Mr. Jeff Oden
Sea Gull Motel, Inc.
P.O. Box 280
Hatteras, NC 27943
Subject Property: Sea Gull Motel, Inc.
Atlantic Ocean [030155,29-(5), SB]
Approval of 401 Water Quality Certification (GC3400) with Additional Conditions
Dear Mr. Oden:
You have our approval, in accordance with the attached conditions, to excavate 0.18 acres of ocean
erodible, fill 1.06 acres of ocean erodible, and disturb 1.24 acres of ocean erodible, to demolish a small,
two-story hotel, and construct two, five-story, 52-unit condominium buildings with associated parking,
areas, install two swimming pools, install a sewage treatment system with septic field, construct two
stormwater management facilities, and construct three underground stormwater management areas as
described in your application dated March 16, 2006, and received by the Division of Water Quality
(DWQ) 401 Oversight/Express Review Permitting Unit on May 19, 2006. After reviewing your
application, we have determined that the Division of Water Quality (DWQ) General Water Quality
Certification Number 3400 covers these water impacts. This Certification allows you to General Permit
No. 198000291 when issued by the US Army Corps of Engineers (USACE). In addition, you should get
or otherwise comply with any other federal, state and local requirements before you go ahead with your
project including (but not limited to) erosion and sediment control regulations and CAMA. Also, this
approval to proceed with your proposed impacts or to conduct impacts to waters as depicted in
your application shall expire upon expiration of the 404 or CAMA Permit.
This approval is for the purpose and design that you described in your application. If you change your
project, you must notify us and you may be required to send usa new application. If the property is sold,
the new owner must be given a copy of this Certification and approval letter and is thereby responsible for
complying with all conditions. If total fills for this project (now or in the future) exceed one acre of
wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A
NCAC 2H.0506 (h). This approval requires you to follow the conditions listed in the attached
certification and any additional conditions listed below.
The Additional Conditions of the Certification are:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
401 Oversight/Express Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: htti2://h2o.enr.state.nc.us/ncwetlands
Nom` Carolina
itura!!y
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
Sea Gull Motel. Inc.
Page 2 of 2
July 6. 2006
Amount Approved nits Plan Location or Reference
Ocean Erodible 1.06 acres - filled DCM Field Investigation Report
Ocean Erodible 0.18 acres -excavated DCM Field Investigation Report
Ocean Erodible 1.24 acres - disturbed DCM Field Investigation Report
2. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completion to the 401 Oversight/Express Review Permitting Unit, North Carolina
Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.
3. Water Quality Certification
The proposed project'must comply with all of the conditions of General Water Quality
Certification (GC) 3400.
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application and as authorized by this Certification, shall expire upon
expiration of the 404 or CAMA Permit.
If you do not accept any of the conditions of this Certification (associated with the approved water
impacts), you may ask for an adjudicatory hearing. You must act within 60 days of the date that you
receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of the
North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a
hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone Cyndi Karoly in the Central Office in Raleigh at 919-
733-9721 or Kyle Barnes in the DWQ Washington Regional Office at 252-946-64.
AWK/ijm
Sic n
Alan W. Klimek, P.E.
Enclosures: GC 3400
Certification of Completion
cc: Doug Huggett, DCM
USACE Washington Regulatory Field Office
Kyle Barnes, DWQ Washington Regional Office
File Copy
Central Files
.Mike Street, P.O. Box 769, Morehead City, NC 27557
Environmental Professionals, Inc., P.O. Box 3368, Kill Devil Hills, NC 27948
Filename: 060845SeaGullMotellnc(Dare)401_CAMA
??A
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Charles S. Jones, Director William G. Ross Jr., Secretary
May 16, 2006
MEMORANDUM:
20060845
TO: Cyndi Karoly ? m '"'' RR 0W 9
Environmental Biological Supervisor MAY 1 0 7000
Division of Water Quality
91 1 t. ?
3
FROM: Doug Huggett
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Sea Gull Motel, Inc.
Project Location: 56839 and 56883 NC Hwy 12 in Hatteras Village, Dare County
Proposed Project: Demolish hotel; construct two, five story, 52 unit condominium buildings
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by 96/0606, to 400 Commerce Avenue, Morehead C ?, NC 28557. If you have any
questions regarding the proposed project, please contact John Cece at [phone]. When
appropriate, in-depth comments with supporting data are requested.
REPLY: 1v This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agg4cy objects to the project for reasons described in the attached
SIGNED DATE 9 /?/o 1367 U.S.17 South, Elizabeth City, North Carolina 409
Phone: [phone] VAX: 252-264-37231 Internet: www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer - 30% Recycled by Fiber Weight
reviews and written variances
Subject: reviews and written variances
From: Kyle Barnes <[e-mail]>
Date: Fri, 16 Jun 2006 07:23:07 -0400
To: Ian McMillan <[e-mail]>
401
04-1923 Farmville Golf and Country Club/Stream restor
06/07/06 EEP/restoration issue normal conditions
Pitt 4/27/2006
05-0962 Windmill Point Pamlico 5/1/2006 06/09/06 CAMA/MJ Express
Hold:Fee required, this project needs a written 401 with buffer approval
06-0847 Hills Pt. Homeowners Asso. Beaufort 5/19/2006 06/12/06
CAMA/MJ 3490: Does not require written concurrence
06-0906 Frank Fierro, Jr. Beaufort 5/3/2006 06/12/06
CAMA/MJ 3490: Does not require written concurrence
05-0222 vs 2 Refuge at Drumonds Pt. Chowan 5/8/2006 06/13/06
CAMA/MJ issue normal conditions
06-0845 Sea Gull Motel Dare 5/19/2006 06/12/06 CAMA/MJ issue
normal conditions
Variances
1 of 3 7/5/2006 5:01 PM
reviews and written variances
May
06-0708 Bobby Dixon
Beaufort 04/28/06
06-0727 Richard Baxter
Beaufort 05/01/06
05/19/06
05/23/06
tp/min var issued normal conditions
TP/GMV issued normal conditions
June
06-0883 Brantley Tillman
Beaufort 06/05/06 06/06/06
06-0824 Stephen Cayton
Pamlico 05/19/06 06/02/06
06-0825 Bernard Hollowell
Pamlico 05/19/06 06/14/06
06-0773 Paul Silva
Pamlico 05/09/06 06/15/06
06-0399 Gaither Champion, Jr
Pamlico 05/15/06 06/15/06
tp/min var issued normal conditions
NBR/GMV issued normal conditions
NBR/GMV issued normal conditions
nbr/min var issued normal conditions
nbr/min var issued normal conditions
We will be there Tuesday for 401 training so see you then.
KB
2 of 3 7/5/2006 5:01 PM
MAJOR PERMIT FEE MATRIX
Applicant: Sea Gull Motel, Inc. (Jeff OdenfFerry Coyle)
Selection Development Type Fee DCM % DWQ %
(14300 1601 435100093 1625 6253) (24300 1602 435100095 2341)
1. 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
® 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-
commercial development, if $250 100%($250) 0%($0)
General Water Quality
Certification No. 3301 (see
attached can be applied:
I11(B). For public or
commercial development, if $400 100%($400) 0%($0)
General Water Quality
Certification No. 3301 (see
attached can be applied:
III(C). If General Water
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
Quality Certification No. $400 60%($240) 40%($160)
3301 (see attached) cannot
be applied:
IV. For development that
involves the filling and/or $475 60%($285) 40%($190)
excavation of more than
one acre of wetlands and/or
o en water areas:
-Ga„f
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Sea Gull Motel
20060845
2. LOCATION OF PROJECT SITE: 56839 NC- 12, Hatteras Village in Dare County
Photo Index - 2000: 172-2014 (020, 021, P21) 1998: 33-749 (L10, M10, N10)
1995: 172-1757 (09, P9, P10) 1989: 5200-10 (L10, M10, N10, M11, N11)
1984: 146-375 (K3, L3, L4) 1978: 91-1360 (A15, b15, C15)
State Plane Coordinates - X: 2992339 Y: 549910
USGS Map: Hatteras, NC (LR) GPS Rover File: C082515A
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - January 4, 2006
Was Applicant Present - Yes (agent present)
5. PROCESSING PROCEDURE: Application Received Complete - May 4, 2006
Office - Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Dare County LUP, 2003 Update
Land Classification from LUP - Community Village (but all AECs classified as
Conservation)
(B) AEC(s) Involved: Ocean Erodible
(C) Water Dependent: No
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing - Septic
Planned - Engineered system and septic field
(F) Type of Structures:
Existing - One of the two lots comprising the parcel that will be developed is now
vacant, but it previously contained the General Mitchell Motel. The second lot currently
contains the two-story Sea Gull Motel and its associated parking areas, septic system,
and pool.
Planned - Two, five-story, 52 unit condominium buildings; associated parking areas;
two pool decks each containing a pool, hot tub, and tiki bar; an engineered sewage
treatment system with septic field, and two storm water management basins, and three
underground storm water management areas.
(G) Estimated Annual Rate of Erosion: 3 feet Source - DCM Erosion Rate maps
10
FIELD INVESTIGATION REPORT: Seagull Motel, Dare County
Page 2 of 5
7. HABITAT IMPACT DESCRIPTION: [AREA]
TZYr A V A TPn FTT.T .ED DISTURBED

F(A) Coastal/COE 404 Wetlands N/A N/A N/A
(B) Public Trust/Estuarine Waters N/A N/A N/A
(C) Ocean Erodible 7,670 SF 46,365 SF 55,465 SF
(.18 acres) (1.06 acres) (1.24 acres)
(E) Total Area Disturbed: 179,467 SF (4.12 acres)
(F) Primary Nursery Area: No
(G) Water Classification: SB Open: No
8. PROJECT SUMMARY: The applicant proposes to demolish an existing small two-story
hotel and construct two, five story, 52 unit condominium buildings with associated parking
areas; two pool decks each containing a pool, hot tub, and tiki bar; an engineered sewage
treatment system with septic field, two storm water management basins, and three
underground storm water management areas.
PROJECT SETTING
This project is located at 56839 and 56883 NC Highway 12 on two adjacent ocean front lots in
Hatteras Village in Dare County. The eastern parcel (56839 NC 12) is a 67,836 SF lot (1.56
acres) that formerly contained the General Mitchell Motel, and the western parcel (56883 NC
12) is a 160,680 SF lot (3.69 acres) that currently contains the Sea Gull Motel. The General
Mitchell Motel was severely damaged by Hurricane Isabel and was demolished under Minor
Permit 2005-76 issued by Dare County on July 5, 2005. The Sea Gull Motel is a small two-
story 4,550 SF structure with associated parking areas, septic system, and pool. Although
these two parcels are ocean front lots, an unnamed creek that connects to the Pamlico Sound
is located approximately 650 feet to the northwest and the sound is located approximately
1,700 feet to the northeast.
The northern boundary of the property borders NC Highway 12, while the southern property
boundary is comprised of a man-made frontal dune bordering the Atlantic Ocean. No erosion
escarpment exists. The frontal dune is part of the large dune structure that was constructed by
FEMA along the entire Hatteras Village oceanfront after Hurricane Isabel in 2003. The dune
is approximately 60 feet wide and has been planted with beach grass (Ammophila
breviligulata) and irrigated to promote plant growth. The dune contained beach grass
approximately three-feet tall, pennywort (Hydrocotyle bonariensis), and other small weeds,
but in September 2005 Hurricane Ophiela relocated approximately one-foot of sand from the
FIELD INVESTIGATION REPORT: Seagull Motel, Dare County
Page 3 of 5
adjacent beach onto the front and top of the dune, burying the low-lying vegetation. The
DCM Field Representative has monitored this site since September and has determined that
the beach grass not only survived the hurricane's effects, but is thriving, as evidenced by the
large number of lengthy new rhizomes that have appeared this spring.
A man-made secondary dune is located immediately landward of the frontal dune. The
secondary dune structure is approximately 45 feet wide and is vegetated with beach grass
(Ammophila breviligulata), pennywort (Hydrocotyle bonariensis), Spanish bayonet (Yucca
aloifolia), isolated patches of sea oats (Uniola paniculata), weeds, and other grasses.
The remaining portions of the Sea Gull Motel parcel are also vegetated with beach grass
(Ammophila breviligulata), pennywort (Hydrocotyle bonariensis), Spanish bayonet (Yucca
aloifolia), panic grasses (Panicum species), patches of sea oats (Uniola paniculata), weeds,
and other grasses. No other vegetation remains on the former Mitchell Motel lot due to the
recent demolition activities.
The lot east of the subject property contains the Hatteras Cabanas, which consists of 48
single-room elevated cabanas. The lot east of the Hatteras Cabanas is also vacant, but a major
permit has been issued to Durant's Station to construct another large condominium project.
The lots west of the subject property contain large, multi-bedroom "single family homes."
This project is located in an area that has an erosion rate of three feet per year. The 100-year
recession line of 70 feet yields a 250-foot Ocean Erodible Area of Environmental Concern
(AEC). The small structure setback is 90 feet and the large structure setback is 180 feet.
The subject property is currently in a FEMA Flood Zone marked AE, but preliminary map
#3720959400J dated April 29, 2005 indicates that the area will be re-classified as VE (10). At
present, the Ocean Erodible AEC extends farther landward than the High Hazard Flood AEC.
As mentioned earlier, the damaged General Mitchell Motel was demolished. All construction
debris has been removed except for the concrete portions of the previous structures that were
pulverized into small pieces (less then 3 inches in size). Two large piles of the crushed
concrete are now stored on-site and will be used for fill required for the proposed structures.
A chain link fence and silt fence have been installed around the 67,836 SF Mitchell Motel
parcel.
PROJECT DESCRIPTION
The applicant proposes to demolish the following structures:
• The 4,550 SF two-story Sea Gull Motel hotel and associated septic system,
• A 2,204 square-foot pool deck,
• Approximately 23,675 SF (.54 acres) of parking/driveway areas, and
Approximately 150 feet of wooden walkway leading to an existing dune
crossover.
FIELD INVESTIGATION REPORT: Seagull Motel, Dare County
Page 4 of 5
The applicant then proposes to place approximately 6,585 CY of fill across the lots to achieve
a final elevation of 6 - 7.5 feet and then construct the following:
• Two, 18,462 SF, five story, L-shaped, 52 unit condominium buildings;
• 61,789 SF (1.42 acres) of associated driving/parking areas;
• Two 4,420 square foot pool decks each containing a pool, hot tub, and tiki bar;
• An engineered sewage treatment system with septic field,
• Two storm water management basins totaling 26,723 SF (.61 acres) in size, and
• Three underground storm water management areas.
The first proposed building will be constructed in the southeast corner of the property along
the eastern and southern property boundaries. The L-shaped building will be five stories tall
cover 18,462 square feet and contain 51 condominiums and the complex's office. The second
proposed building will be built in the southwest corner of the property along the western and
southern property boundaries. It will also be five stories tall and cover 18,462 square feet,
but it will contain 52 condominiums. Asphalt driveways and 61 parking spaces will surround
the buildings and create 61,789 SF (1.42 acres) of impervious area. Parking spaces for
another 96 cars will be located under the buildings. The applicant claims the first floor
elevation for each building will be 17.67 feet.
The applicants propose to install two 4,420 SF pool decks ocean-ward of the proposed
buildings along the property's southern boundary. These structures will be located behind the
90-foot CAMA small structure setback and in front of the 180-foot large structure setback.
Each pool deck will contain a 978 SF swimming pool, a 110 SF hot tub,. and a 289 SF tiki
bar.
The proposed sewage treatment system will be located in the north-central portion of the
property along NC 12. Sewage from the proposed buildings will flow in series through four
8,000-gallon septic tanks and then in parallel through one of three 10,000-gallon aerobic
treatment units. Treated wastes will then be discharged into a 10,000-gallon clarifier and a
10,000-gallon pump unit which will pump the waste into a 15,400 SF (.35 acres) septic field
located immediately south of NC 12.
Two storm water management basins are proposed: a 9,491 SF (.22 acres) basin in the
northwest corner of the property that will provide 14,808 cubic feet of storage and a 17,232
SF (.40 acres) basin in the middle of the property that will provide 26,904 cubic feet of
storage. Each basin will be 1.73 feet deep and will accept storm water run-off from the
adjacent driveway/parking areas.
Finally, the applicants propose to install 297 CULTEC CONTACTOR 100 storm water
management devices under the proposed driving/parking areas to further control storm water
run-off. Each of the CULTEC 100 devices is 8 feet long, 3 feet wide and approximately 1
foot tall. They can be best described as a large 8-foot long perforated plastic pipe that is 6-
foot in diameter that has been cut in half. The 3-foot wide "half-pipes" will be installed in a
gravel bed and storm water will be piped to each of the devices to facilitate storm water
infiltration. For more information on the CULTEC CONTACTOR 100 devices, please go to
www.cultec.com
s'

FIELD INVESTIGATION REPORT: Seagull Motel, Dare County
Page 5 of 5
The applicants propose to install 17 of the CULTEC devices in the southwest corner of the
property, 190 of the devices immediately south of the proposed buildings, and another 90
immediately adjacent to the eastern property boundary. Installing these storm water
management devices will require excavating 3,195 cubic yards of soil in the Ocean Erodible
AEC.
ANTICIPATED IMPACTS
It is anticipated that the proposed project will cause the following impacts:
• The applicant proposes to place 6,585 CY of fill across the lots, including approximately
3,195 CY in the Ocean Erodible AEC. The fill may disrupt localized storm water flow and
increase flooding on nearby properties.
• The proposed development will result in the disturbance of 179,467 SF of upland area, 55,
465 SF of which will occur in the Ocean Erodible AEC.
• The proposed development will create 105,033 SF of impervious area, 46,365 SF of which
will be located within the Ocean Erodible AEC.
• Preliminary review indicates that no archaeological resources are known to be located in the
vicinity of this proposal.
• Sewage discharge from the 103 proposed condominiums may detrimentally affect the quality
of local groundwater which may flow into the unnamed creek located approximately 650 feet
to the northwest.
• The aesthetics of Hatteras Village will be changed in that the two-story motels that previously
or currently occupy the site will be replaced with two five-story buildings.
Submitted By: John M. Cece Jr.
Date: May 15, 2006
\1%,
t
CAMA MAJOR APPLICATION NARRATIVE
SEA GULL MOTEL
HATTERAS, NC
CO-APPLICANTS: SEA GULL MOTEL INC.
Attn. Jeff Oden, Managing Member
PO BOX 280
Hatteras, NC 27943
Phone - 252-986-2575
Fax- 252-986-2525
CL, L.L.C.
Attn. Terry Coyle
11210 Spring Street
Largo, FL 33774
Phone [phone]
Fax [phone]

'MAR 2' 1. 2076
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MAY
I
Z 9 2006
WE DENS, . K'Ar
PROPERTY: 56839 and 56883 NC Hwy 12 in Hatteras Village, NC
5.24 acres (all highground)
PROJECT PURPOSE: Demolition of an existing hotel, grading of the property
and construction of a 104 Unit condominium development.
SITE PREPARATION:
Install all sedimentation and erosion control devices/measures prior
to beginning work. (3.12 acres of land disturbance)
REMOVE ALL EXISTING MAN MADE FEATURES EXCEPT
DUNE CROSSOVER
SITE GRADING (62 cubic yards cut and 6,647 CY of fill)
Remove existing pile of asphalt rubble/sand and properly dispose
of material.
PROPOSEDIMPROVEMENTS
CONSTRUCT: (2) 52 unit condominium buildings
Onsite Pre-treatment Septic system
7A
4

Asphalt Drives (portions lying partially or wholly in
between the small structure setback and the Large
structure setback will be partitioned into sections of
less than 5000 SF and each to be separated by 1 row
of 12" paver stone)
Asphalt Parking
(2) swimming pools 978 SF each
(2) wooden pool decks 3060 SF each
(2) hot tubs 110 SF each
(2) gazebos 280 SF each
(3) underground stormwater storage/infiltration
systems
1 Concrete Dumpster Pad
Dumpster Pad Fence
Retaining Wall
Environmental Professionals, Inc.
Kendall Turnage
3/14/06
a:
Form DCM-MP-1
APPLICATION
(To be completed by all applicants)
1. APPLICANT
a. APPLICATION SPONSOR:
Name Sea Gull Motel. Inc.. Attn. Carlos (Jeff) Oden
Address PO Box 280
City Hatteras State NC
Zip 27943 Day Phone [phone]
Fax [phone]
b. Authorized Agent:
Name Environmental Professionals, Inc.
Address P.O. Box 3368
City Kill Devil Hills State NC
Zip 27948 Day Phone [phone]
Fax [phone]
c. Project name (if any) Sea Gull Motel, Inc.
NOTE: Permil will be issued in name of landowner(s), and/or
project name.
2. LOCATION OF PROPOSED
PROJECT
l•L:/
b. City, town, community or landmark
Hatteras, NC
c. Street address or secondary road number
56839 and 56883 NC Hwy 12
d. Is proposed work within city limits or planning
jurisdiction? X Yes No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) Atlantic Ocean
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
REMOVE All Existing man made structures
Including: existing building, septic system and lines,
existing pool, existing wood dune crossover/walk
CONSTRUCT-- Construct Two 52 Unit
condominium (Phase 1 and Phase 2) buildings
(totaling 104 units), One septic system to serve
overall development, two pools, two wood pool
decks, two hot tubs, asphalt parking, asphalt drives,
Septic system, stormwater treatment system,
( See narrative for full list)
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? Commercial
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 attached narrative
a. County Dare Al I-,
Q?
MAY 1.9 zoos
Revised 03/95 DENq
AA6 ?W64
QDALnI.
Form DCM-MP-1
?? ? ;.. .
APPLICATION "WAR
(To be completed by all applicants)
Coastal (marsh) Other
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 5.24 acres
If yes, has a delineation been conducted? N/A
(Attach documentation, if available)
m. Describe existing wastewater treatment facilities.
Existing septic system to be removed
b. Size of individual lot(s) Sea Gull Motel Inc. 3.7 ac
CL Inc. 1.54 ac
n.
Approximate elevation of tract above MHW or NWL
Existing 4-10 feet
d. Soil type(s) and texture(s) of tract
Fine to medium sands
e. Vegetation on tract dune grasses
f. Man-made features now on tract existing motel,
parking structures fence septic system pool
g. What is the CAMA Land Use Plan land classification
of the site? (Consult the local land use plan)
Conservation Transitional
Developed X Community
Rural Other
h. How is the tract zoned by local government?
-C-2H - Commercial (Hotel)
Is the proposed project consistent with the applicable
zoning? X Yes No
(Attach zoning compliance certificate, if applicable)
Has a professional archaeological assessment been
done for the tract? Yes X No
If yes, by whom? N/A
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
Are there wetlands on the site? _ Yes X No
Describe location and type of discharges to waters of
the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down" and residential discharges.) underground
stormwater storage/infiltration system
(see plat for locations)
o. Describe existing drinking water supply source.
Dare County water system (RO Derived)
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
• 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 710203 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
Revised 03/95

Form DCM-MP-1
M, A P 2 rrr
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. Include 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 Ocean Dunes Assoc. Attn. Alice Dexter
Address Dolphin Realtv PO box 387, Hatteras NC 27943
Phone [phone]
Name
Address
Phone
William D. Birch
2608 Chestnut Woods Ct. Reistertown. MD 21136
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
CAMA Minor 2005-76
NCDLO Dare 2005-021
• 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
• r e ?.'i?; l
TO ENTER ON LAND C.; r
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 of the
project.
I further certify that the information provided in this
application is truthful to the best of my knowledge.
This is the day of Oa: 04, 2006.
Print Name
?y r
Signature
4a?r or Authorized Agent
Please indicate attachments pertaining to your proposed
project.
X DCM MP-2 Excavation and Fill Information
X DCM MP-3 Upland Development
_ DCM MP-4 Structures Information
DCM MP-5 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.
Revised 03/95
Form DCM -MP-2
EXCAVATION
AND FILL
(Except bridges and culverts)
Attach this form to Joint Application for CAMA
Major Permit, Form DCM-MP-1. Be sure to
complete all other sections of the Joint Application
that relate to this proposed project.
Describe below the purpose of proposed excavation
or fill activities. All values to be given in feet.
Average Final
Existing Project
Length Width Depth Depth
Access Channel
Canal
Boat
basin
Boat
ramp
Rock
groin
Rock (rip rap)
breakwater
Other
(Excluding
shoreline
stabilization)
6
N/A
N/A
N/A
N/A
N/A
N/A -------
Storm-
water
110 25 6 2.3
110 25 6 2.3
110 25 6 2.3
SEPTIC
SYSTEM
250 50 7 3
Mr J 2'-'
1 µ •.? 1..1..1 ??i'suV.Yn?i;?_.
f
1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards Mft4lpr-
I
b. Type of material to be excavated Fine to
Medium grained sands
c. Does the area to be excavated include coastal
Wetlands, Submerged Aquatic Vegetation or other
Wetlands? Yes X No
d. Highground excavation in cubic yards 1140 CY
For stormwater system, 1851 CY for septic system
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area Within the 3.12 acre
Silt fence enclosed disturbed area
b. Dimensions of disposal area
180ft X 400ft
c. Do you claim title to disposal area?
X Yes No
If no, attach a letter granting permission from the
owner.
d. Will a disposal area be available for future
maintenance? Yes X No
If yes, where? N/A
Revised 03/95

Form DCM-MP-2
e. Does the disposal area include any coastal
wetlands(marsh), SAVs or other wetlands?
Yes X No
f, Does the disposal include any area in the water?
Yes X No
3. SHORELINE STABILIZATION N/A
a. Type of shoreline stabilization N/A
Bulkhead Riprap
b. Length N/A
c. Average distance waterward of MHW or NWL
N/A
d. Maximum distance waterward of MHW or NWL
N/A
e. Shoreline erosion during preceding 12 months
N/A (no shoreline on property)
(Source of N/A
information)
f, Type of bulkhead or riprap material
N/A
g•
h. Type of fill material N/A
I. Source of fill material N/A
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
X Yes No
If Yes,
(1) Amount of material to be placed in the
Revised 03/95
Amount of fill in cubic yards to be placed below
water level
(1) Riprap N/A
(2) Bulkhead fill N/A
'.'M//ppa +/p 9 'J 0106
Water N/A
(2) Dimensions of fill area A->'=NT
(3) Purpose of fill N/A
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
Yes X No
5. GENERAL
a. How will excavated fill material be kept on site
and erosion controlled?
Silt fence
b. What type of construction equipment will be
used (for example, dragline, backhoe, or
hydraulic dredge)?
Excavator, front end loader
c. Will wetlands be crossed in transporting
equipment? Yes X No
If yes, explain steps that will be taken to lessen
Environmental impacts. N/A

Applicant or Project Name
Signature, - `
3
Date
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.
REMOVE-- Existing all man made features except the
existing wood dune crossover
CONSTRUCT-- Construct Two 52 Unit condominium
(Phase land Phase 2) buildings (totaling 104 unitsOne
septic system to serve overall development, two pools, two
wood pool decks two hot tubs asphalt parking, asphalt
drives Septic system, stormwater treatment system
b. Number of lots or parcels 2
c. Density (give the number of residential units and the units
per acre) 104 units on 5.24 acres (1 per 0.05 acre)
d. Size of area to be graded, filled or disturbed including
roads, ditches, etc. 3.12 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? _ Yes X No
If Yes, date submitted
f. List the materials (such as marl, paver stone, asphalt, or
or concrete) to be used for paved surfaces.
aslhalt
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. 0 percent
h. Projects that require a CAMA Major Development Permit
may also require a Stormwater Certification. Has a site
development plan been submitted to the Division of
Environmental Management for review?
Yes X No
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!( 1y
i. Describe proposed method of sewage disposal.
pre-treatment system and drainfield
j. Have the facilities described in Item i. above received
state or local approval? no
(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).
Underground stormwater storage and infiltration system
1. Describe proposed drinking water supply source
(e.g. well, community, public system, etc.)
Dare County Water system
m Will water be impounded.) _
If yes, how many acres? N/A
Yes X No
n. If the project is an oceanfront development, when was the
lot(s) platted and recorded?
February 13, 2006
At 2:36 pm
Sue G"t It Rafe / Ztr- A I"I CCi: L L C
Applicant or Project Name
Signat}xi'e
Date
If yes, date submitted
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Dare County 2005-76
Local Government CAMA Permit Number
MAR ?, ? ?J U R, 'DEVELOPMENT
,IAGI;`:n??iAR 7 2006
A.... O1?Y PERMIT
El.t "s f'l
COASTAL tvl ^.NAGRiENT
as authorized by the stax-o p A rth-pgr9IJna, Department of Environment,
and Natural Resources and the Coastal Resources Commission for development
in an area of environmental concern pursuant to Section 113A-118 of the
General Statues, "Coastal Area Management"
Issued to TERRY COYLE & I.R. LLINDBLAD, authorizing development
in HATTERAS, NC at 56839 NC HWY 12, as requested in the permittee's application, dated 6-23-05 This
permit, issued on 7-5-05, is subject to compliance with the application and site drawing (where consistent
with the permit), all applicable regulations and special conditions and notes set forth below. Any violation of
these terms may subject permittee to a fine, imprisonment or civil action, or may cause the permit to be null
and void.
This permit authorizes TO REMOVE EXISTING DAMAGED HOTEL.
1. The structure shall comply with the NC Building Code, including the Coastal and Flood Plain
Construction Standards, Chapter 34, Volume 1 or Section 39, Volume 1-B, and local Flood
Insurance Program. If any provisions of the building code or a flood damage prevention ordinance
Is inconsistent with any of the following AEC standards, the more restrictive provision shall control.
2. The structure must set back the maximum feasible distance from the first line of stable natural
vegetation.
3. The structure must be located entirely off the frontal dune, and if a primary dune is present, behind
the crest of the primary dune.
Conditions continued on second page
This permit action may be appealed by the permittee or other
qualified persons within twenty (20) days of the issuing date. From
the date of an appeal, any work conducted under this permit must
cease until the appeal is resolved.
This permit must be on the project site and accessible to the permit
officer when the project is inspected for compliance.
Any maintenance work or project modification not covered under
this permit, require further written permit approval.
All work must cease when this permit expires on December 31,
2008 ,
In issuing this permit it is agreed that this project is consistent with
the local Land Use Plan and all applicable ordinances.
This permit may not be transferred to another party without the
written approval of the Division of Coastal Management.
cal Permit Official (signature)
Jim Meads
CAMA Local Permit Official
Kill Devil Hills Satellite Office
Drawer 1000
Manteo, NC 27954
Permittee (signature required if onditions bov ply to pe )
Name: COYLE, TERRY & LUNDBLAD, J.R.
Minor Permit: #2005-76
Date: 6-23-05

IV' AR 2 12 6L
ELL- . _ Lei : CITY

LIAR 7 2066
':"OAST AL INANAGEMENT
ELIZABETH CITY
4. All structures in the ocean hazard area shall be on pilings not less than eight
inches in diameter if round or eight inches to a side if square.
5. All development must be consistent with all applicable federal, state, and local
standards.
6. The permitte is required to contact the Local Permit Officer shortly before
he plans to begin construction to arrange a setback measurement which will
be effective 60 days barring a major shoreline change. Construction must begin
within 60 days of the determination or the measurement is void and must be redone.
7. Any structure authorized by this permit shall be relocated or dismantled when
it becomes imminently threatened by changes in shoreline configuration. The
structures(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 is no longer imminently threatened, then it
need not be relocated or dismantled at that time. This condition shall not affect
the protection measures allowed under CRC Rules.
8. This permit does not authorize development in wetlands.

Signature
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ti c En P.O. Box 1197 Mor x(252}; h r a~ DATE: 11-29-05 t-B
DRWN. BY: D. PRICE
C ngm.een.ngf- -nc CHKD. BY: P. RUSHING
I 1 9~ M6' ea ~ Clty, M 28557 PROJECT NUMBER
252 222=Q673
b C5003
Professional Engineer DRAWING NO. SHEET N0.
C-1 1 of 13

RIPTION DESC RAWING HEET D S Pamlico Sound ~ :r7
N0. N0. to o„ eo ,
THE CONTRACTOR SHALL NOTIFY THE ENGINEER 1' NS BE OVERSHEET ~
IMMEDIATELY SHOULD ANY FIELD CONDITIO 1 C-1 C NCOUNTERED THAT VARY FROM THE INFORMATION ICINITYMAP AND GENERAL NOTES v
E 2 C-p INDEX, V , PROVIDED IN THE CONTRACT DOCUMENTS. L L _ _ e eeed
g C-3 EXISTING SITE CONTOURS ~ ~ /
CATIONS OF SHOWN UTILITIES ARE APPROXIMATE. 2. LO D C-4 DEMOLITION PLAN v ~ ti) j ~ _
CONTRACTOR SHALL BE RESPONSIBLE FOR FIEL 4 a• ~ Q v r . Islin ton t. ~ ~ ~ 9 ~ o _ ~c
VERIFYING EXACT LOCATION AND ELEVATION OF 5 C-5 GRADING, DRAINAGE AND EROSION CONTROL PLAN UTILITIES PRIOR TO EXCAVATION FOR THE . ~ ~ Beth AVe• r~ I ~a Ehzo
6 C-6 SITE PLAN PIPELINE. ~ V rs saaae ~ N . ~ N C~!'.
7 C.7 BUILDING ELEVATIONS Cy ~ _
3. BURIED TELEPHONE CABLES (FIBRE OPTICS AND 124 ~ er1 St. o ue ~ ~ . 0 / a ~ c~
RE KNOWN TO VARY DUE TO g C-B SEPTIC SYSTEM SKETCH CONVENTIONAL) A a• ~ ~ ~ ~ r~ N.
INSTALLATION TECHNIQUES. THE CONTRACTOR C.g CAMASITEPLAN FOR COORDINATING 9 SHALL BE FULLY RESPONSIBLE - • ECTION ~ o o~ ~ ~
UTILITY COMPANY TO DETERMINE SPECIFIC 10 C10 TYPICALXS WITH THE FLED Q I ~
CABLE LOCATIONS. THE ENGINEER MUST BE NOTI D1 GRADING, DRAINAGE AND EROSION CONTROL DETAILS - . 12 - ~ is fi _ _ p'
ND ELEVATIONS OF 11 OF THE EXACT LOCATIONS A ER DISPOSAL SYSTEM DETAILS
ES WHEN IT APPEARS THAT MODIFICATIONS 1Y D2 WASTEWAT THE CARL i ® -0
TO THE PIPELINE ALIGNMENT MAY BE NECESSARY. D3 INFILTRATION DETAILS E WELL IN ADVANCE 13 ~q _ _ 3~
NOTIFICATION SHALL BE MAD OF THE TRENCH EXCAVATIONS. THE CONTRACTOR ti4 ~
SHALL BE RESPONSIBLE FOR ALL COSTS er 0
ASSOCIATED WITH LOCATING OR REPAIRING S F s~,
BURIED CABLES ALONG THE PIPELINE ROUTE. o,~
~a•
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH THE LOCAL POWER COMPANY ~5e
ANY ADDITIONAL SUPPORT OF EXISTING POWER o
POLES AS REQUIRED FOR THE PIPELINE TRENCH
EXCAVATION. ALL COSTS OF SUCH WORK SHALL
BE PAID BY THE CONTRACTOR. Atlantic Ocean
i
5. ELEVATIONS SHOWN ARE CONSISTENT WITH THE
NATIONAL GEODETIC VERTICAL DATUM OF 1929.
6. TYPICAL MINIMUM DEPTH OF COVER FOR BURIED
PIPELINE SHALL BE 3 FEET UNLESS OTHERWISE
SHOWN OR SPECIFIED.
7 MAINTAIN 1'-6" MINIMUM CLEARANCE BETWEEN ALL
EXISTING PIPES CROSSED, UNLESS OTHERWISE NOTED.
MULCH MU
AND INSTALL S.~FDBED PREPARAl10N (SP 8. THE CONTRACTOR SHALL FURNISH der MU•1 Steep slopes (3:1 or greater) IREMENTS N.C. NO. 1P PERMANENT SEEDING RE U
CESSARY FOR THE INSTALLATION OF SP-1 Fill slopes 3:1 or steeper to be seeded with a hydraulic see SHEETING NE Inmid-summer, late fall orwinler, apply 1001b.11,000 s.f. grain straw, TEMPORARY SEEDING RE UIREMENTS SEEDING MIXTURE Rale(Iblaae) (FOR LATE WINTER AND EARLY SPRING)
THE PIPELINE. (permanent seeding) cover with Welting and staple to the slope, In spring or early fall use Spades 100 SEEDING MIXTURE
1) Leave the last 4-6 inches of fill loose and uncompacted, allowing 451b.11,000 s.f. wood fiber in a hydroseeder slurry. 9• DETECTOR TAPE IS REQUIRED FOR ALL BURIED I r e clods and other debris to remain on the slope, Tell fescue 30
rocks, roofs, a g MU-2High-maintenance vegetation and temporary seedings PIPELINE. Sericealespedeza 10 Species Rale(Ib.lacre) Kobe lespedeza
2) Roughen slope faces by making grooves 2-3 inches deep, perpendicular Apply 90 Ib,11,000 s.f. (4000 Ib.laae) grain straw and lads with 0.1 EEDING NOTES Rye (grain) 120
EROSION AND SEDIMENTATION CONTROL DEVICES to the slope, gal.ls.y, asphalt (11 ga1.11,000 s.f.), 10. S Annual lespedza (Kobe i. In Eastern Piedmont add 251blaae Pensacola Bahiagrass or 101blacre in Piedmont and Coastal U
SHALL BE INSTALLED ACCORDING TO THE CON- even) over slo es al rates recommended by soil tests, MU-3 Grass-lined channels Y TH E 3) Spread lime y p wmmon Bermudagrass. Use common Bermudagress only where it Is unlikely i fo become a pest. Plain,Korean in Mountains) 50 the r
TRACT DOCUMENTS AND AS DIRECTED B Install excelsior mat in the channel, extend up the channel banks to the 2. After Aug.15 use unscerified sericea seed. Omit annual les edeza when duration of temporary cover v 1
ENGINEER. ALL DEVICES SHALL BE MAINTAINED SP-2 Fill slopes 3:1 or sleeper (temporary seedings) hi hest celcufafed depth of flow, and secure according to I TENDED. 9 3. Where a neat apperence is desired, omit sericea and subsMute 40 INaae p is not to edend beyond June. Bahia ress or 151blacre Bermudagrass. U 9 ~
SUCH THAT THEY FUNCTION AS N 1 Leave a loose, uncompacted surface, Remove large clods, rocks, and manufactur's specifications. debris which might hold Hefting above the surface, On channel shoulders, apply 100 Ib.11,000 s.f. grain straw and anchor with Ith 4. To eztend sprang seeding dates into June, add 151blaae hulled SEEDING DATES J '~-I 10~ W ' ' 1
SEEDING AND MULCHING ON ALL DISTURBED AREAS. it tests. 0.1 al,ls.. 11 a1.11,000 s.f. asphalt. 11. PROVIDE 2 S read lime and fertilizer evenly at rates recommended by so 9 Y ( 9 ) Bennudagress. However, p is preferefye to seed temporary cover and seed in -A ve 2500ft Feb 15 - Ma 15 ~ '-U Mounta s bo y J
THIS SHEET. ) p SPECIFICATIONS PROVIDED ON MAINTENANCE MA fesare fn lember. ~ ~ ~ ll ~ Below 2500tt Feb 1 ~ May t f~- NURSE PLANTS Piedmont-Jan 1 "May 1 U
3) Break up large clods and rake into a loose, uniform seedbed. 0 5 d2Slf@d. A 15 add 10 ~laae German Mipet a 151blaae v Behveen Mey 1 and ug Coastal Plain-Dec.1-Apr. 15 ~ Q
NETTING FOR ALL MA-1 Referiilize in late winter or early spring the following year. Mow as desired, PORARY LINER STRAW AND ) 12. PROVIDE TEM ( 4 Rake to loosen surface ust poor to appl}nng seed. I@ 5udangrass. Prior to May 1 a after Aug.15 add 401blaae rye (grain).
ATER THAN 2%. ) I MA-3 Inspect and repair mulch and lining, Refertilize m winter of the DISTURBED DITCHLINES GRE 501E AMENDMENTS SEEDING DATES ~ ~ U
STALL ' ' not used rassed ditches following year with 150 Ib.lacre 10.10-10 (3.5 Ib.f1,~~ta s.f,). Mow 13. THE CONTRACTOR SHALL REMOVE AND REIN SP•4GentleaflalskrpE+swheretopsoilis (g ) Possible Follow recommendallons of soil tests or apply 2,000 Ib.lacre ~ 'li ground agricultural limestone and 7501b.lacre 10.10-10 fern zer. Z
R UIRED FOR PIPE regularlyfo a heightof 3-0 inches. ALL FENCE, MAILBOXES, ETC. AS EQ t)Removerocksanddebris. T R I ALS MA-4 Topdress with 10.10-10 fertilizer rf growth is not fully adequate. A . 25 • 15 Aug. 20.Ocf. 25 ~.l,f J Fad: ~ ~
INSTALLATION. ANY ADDITIONAL FENCE MA E 2)Apptyllmeandfertilizeralratesrecommendedbysoiliests;spread Feb. 15 • Mar. 21 Feb.1 • A r,15 MULCH OY@f IS Laie winter p Apply 4,000 Ib.lacre straw, Anchor Shaw by lacking with asphalt,
ROVIDED BY THE CONTRACTOR even) and i rate into the to 6' with a disk, chisel plow, or MA-5 Topdress with 501b,lacre (i Ib.11,000 s:f.) nitrogen in March. If cover is REQUIRED SHALL BE P y ncorpo p COST TO THE OWNER. rata tiller. needed through the following summer, overseed with 5G Ib.lacre Kobe Ob2 Fop ~ best to ~p iesaie and late winter fa lespedezas. Overseeding of netting, or a mulch anchoring .ooi A disk vnth blades set nearly
AT NO ADDITIONAL ry 3) Break up large dolls and rake info a loose, uniform seedbed. lespedeza. Kobe lespedeza over tap•seeded fop lesae b very effective. Use unhulled straight can be used as a m~_~ cn~no tool. W U W
RIP-RAP SHALL HAVE A MINIMUM DEPTH 14. PLACED 4) Rake to k~sen surface just poor to applying seed. Bermudagrass seed In the fop, IL AMENDMENTS MAINTENANCE Q SO
18-INCHES AND SHALL HAVE A LAYER OF OF ACED A lime and ferhTrzer according fo soillests, a appy 4,000 Iblacre Refertil¢e d graeth ~s got rw~y adequate. Reseed, refertllize and eT O DFN mulch immediately tdlowirg etabn a other damage.
SYNTHETIC GEOTEXTILE FILTER FABRIC PL ground agnculhx~ Ihr~.sfone and i,0001b1aae 1x10.10 fertilizer.
BETWEEN THE SOIL AND STONE. SEEDING METHODS (SM) MULCH v l
TESTING OF SEWERLINES SM-1 Fillsbpessleeperthan3:1(permanenlseeding) 15. REFER TO GENERAL SPECIFICATIONS FOR n o a I eed and fertilizer a wood w uNalenl crner of another Apply 4,000.5000 blase gram sire a eq I , O supable mulch material. Anchor straw try iaddng wph asphap, netting, ELI
Use hydraulic seeding egwpme t t pp y s , AND MANHOLES. fiber much of 451b.11,000 s.f., and mulch fackifer. a . N b the prefened anchoring metlrod on sleep sbpes. ~ I J ~9 ~9 Q
MAINTENANCE ~ Q Z
RK TO COMPLY WITH NCDEHNR AND COUNTY SM-2 Gentle to ttaf slopes or temporary seedings 16. ALL WO S STANDARDS, Refertipze b the second year unless growth b ~ adequate. Maybe T Q mowed once or twice a year, but mowing b not rkassary. Reseed, ferWke, Q
OF YADKIN, AND THE TOWN OF EAST BEND 1) Broadasl seed at the recommended rate with a cyclone seeder, drop U n mulch lama ed areas immediately. r^ ad g ~ vJ
CODES AND SHALL BE CONSISTENT WITH ' ackerseeder REGULATIONS AND spreader, a cultip NCDOT REQUIREMENTS. 2) Rake seed into the sal and lightly pack to establish good contact,
Q rr vJ
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1. CLEAR AREAS NECESSARY TO CONSTRUCT TEMPORARY EROSION DEVICES W > EXISTING CONTOURS DRAWINGS ARE CROSS REFERENCED IN THE FOLLOWING METHOD: a °rr
AROUND THE SITE TO CONTAIN ALL RUNOFF DUE TO CONSTRUCTION. PTI N SYMBOL DESCRIPTION SYMBOL DESCRI 0 Dln. DI a DIAMETER ~ a Z (1
2. INSTALL ALL EROSION CONTROL DEVICES. (A) A SECTION CUT ON DRAWING A3 IS IDENTIFIED AS FOLLOWS: Q o W
MJ M T Q a Q ~ MECHANICAL JOIN ; ; ; = STREAM OR CREEK 3 0 ~ ~ O
PERMANENT SEEDING PER SCHEDULE, TATION ~b HYDRANT EI 3. COMPLETE CONSTRUCTION AND APPLY PUMPS ELL ELBOW N L ER ~ ~ w SECTIO ETT _ g o Z rn ~ ~
A I VERTICAL o W f-• ,J
ICES UNTIL PERMANENT VEGETATION VERT, VI 4, MAINTAIN ALL EROSION CONTROL DEV wM PP ~ POWER POLE o WATER METER PROPOSED ITEMS ~
HAS BEEN ESTABLISHED, HORZ. H 6 Q HORIZONTAL DRAWING WHERE SECTION IS SHOWN Z 0 0 ~
o U W
AND ASPHALT TACK TO ALL 3:10R GREATER, GP -0 GUY POLE 5. APPLY STRAW Me MIN. M o METER BOX MINIMUM EXISTING ITEMS ~ ~ ~ Z
W WITH (B) THE SECTION SHOWN ON DRAWING A6 IS IDENTIFIED AS FOLLOWS:
~ LIGHT POLE 'PJl ~ w w ~ ~ ~ x
~ R VALVE D4 WATE C HIDDEN ITEMS CENTERLINE ~
. ~ SECTION LETTER m a W o:
TREE 0 MANHOLE RCp R NFORCED CONCRETE PIPE Z REI A
CENTERLINE Q
cv CMP C PIPE J' ~ ~ m CORRUGATED METAL DRAWING FROM WHERE SECTION WAS TAKEN
D4 GAS VALVE SR 2015 STATE ROAD NUMBER
SR ~ STATE ROAD o o FENCES o 0 I ~ ~
TEIE TELEPHONE PEDISTAL ~ STATION " ~ o
® STA. 13 US ROUTE NUMBER W W WATERLINE rt.,pe',>p,r'r ~ n
LINEAR FEET
-o- I N ~F ~ ROAD S G S RIGHT OF-WAY LINE ~ ~ = •.•q~F `5 SCALE: NONE
EcM EXISTING CONC MONUMENT EP E EDGE OF PAVEMENT ~ i DATE: 11-29-05 ti e. t.
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~pRCD ROCK CHECK DAM PROJECT NUMBER
C5003
UCo
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~ / 30 0 15 30 60 120 PROJECT NUMBER
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' rve is sub'ect to an facts that rya be 1. This su y Y Y J
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disclosed b a f ull and accurate title search, - Y ~J
8, Mmir~ur~ Buddin Lines (MBU shown hereon - 9
N t 0~ Cp
Y _ rust be verified, The curve or rakes no _ ~.t N ~ U
certif ication as to zonin and/or restrictive 9 Y~-~
.~U-~ 8 ING SOLb W00 _ I 1 d~
s..M- covenant setbacks, ::-~a r a WI LANDSC ~ . . rf,
3, Surve based u on h sical evidence found as ~ Y P PY v
- CO / _ ~ c~ NC. -
shown, Meridian for curve based u on recorded Y P 1 _ ~ ~ _ ~o i PA-Cf o W O 208 ALL DR P INLET N
e r ~ ~ ~ ~ 5 30 E f or line A-B er PC G ~ D bearin N 715 OA P R 9 r- D 181 i"
- ~ E A P . - GRATE•7.38 N N B p X 7.5 Y[. o
SLIDE 86, - _~..R ~ ~ ~ J 1 ~ zN
4, All existin it roverents are to be reroved 9 P ~ 3 ~ r. ~I cv
~ ~ , 1 ~ 5% ~ 4i t; ~
1 _ +7.1 'fir° ~
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";{r , t~ ~ ` 8 SOLD-WOOD SCREENINQ -SUBSURFACE STOAAQE SEE ARCHf TECTURAL PLANS
GRAVE T10N , ~ ~ ~ - ~ FOR DETAILS c.L,
_ CE-SEE DETAIL ~ I , ~ - - WI DENSE LANDSCAPEa SEPTIC SYSTEM ~t..,l r
l1E OMITS r- , _k - PERIM , (INE~ Dlf 3 ~ ~ ~ ET~R~ I ~ ~ , ~~6'E r , .~-,_i i 6 `V ~ ~~1..-_ N
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~ EX1S11NG CONCRETE MONUMENT r~--~ ~ _ ~ - ~ ~-F~ ~ i 1 - + ~ STORMCHAMBER 100 HD UNfT 3.90 CHAMBERS.
~7 EXISTING IRON STAKE _ +s.5 DUMPSTE P ~ , , BOTTOM ELEVAl10N 4.67
PK NAIL sr TER MANAGEMa~rr ~ ~1 11
~ UTILITY PULE ~ BAS1V 2 + .6 ALL DROP INLET ~ 't o
~ f IRE HYDRRNI oRY Ba us' DEEP wmi soE sLOPE ~ ~ r ~.y ~,:n GRATE-7.38 6.5
TIC MONUMENT ~ Q GEODE 1`
BOTTOM AREA•7,628 SO. +6.7 N) MAIN VA1ER VALVE FREE 8TORAGE•14,808 CF .~i'; U~
wa WA1ER VALVE MONUMENT OP ELEYATION•6,4 - 7.4 ~ ' _ 7.0 i
~ WR1ER METER \ Troll e.EVAr~oN-asp +s.8 ~ ~ ~ i -
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X WOOD STAKE WITH ELEVATION RY BA9N, iT3 DEEP Wfi}i 31 SDE SLOPES ~ 9O. 7~5 HEADER PIPE rOP AREA n,r~2
~ \ . ' .9 ~1 BOTTdM ARFAr13,871 SO. FT. ~
3 WDE DRANAGE R o , WI1Fi fi~RAP APRON 's9 . - , 6904 CF +7.4 ~ U FEE STORAGE-2 ,
~ ~3 WIDE DRA~IAGE FLUME- AI~LEVEI.SPREADEfi ~ +6,7 +6,8 NAGS F~IAuIE TOP ELEVATION-6A, ° ~ ~ ~ ~
,5 ~ WITH PoPRAP APRON 1JK. OUT•6.3 APRON BOTTOM ELEVA +7.3 ~ ~ Z
~pp~~~~p ~ ~yy~ ~ , ' ~ ArD LEVEL SPREADER ~7f f1GI1VG ~ L.G~.1 ~ m 1 4 ,~1 'fEAQER 7.4 ~ ~ ^ +7.4 ~
S~ DETAL . NY. OUT•6.3~~y~ 7• _ f Gff~1NQ11..GR11fT ~ ~ ^ EHGTH- ~ U -i Q
6. , ,Q +6.6 1 8ff DETAL F ~ 1. ~ ~ J ~
SILT FENCE ~ 1 I CONCRETE CURB AND , , G ~ 1 ROW 12 I-LI .D + JO I,W 4
SEE DETAL O- , 8~T FLOW AND DRANAQE FLUIuE ~ PAVER ~ ^ SILT FENCE I~ o w U
+6.7 .4 ~ ~ BTORMWA~i COLLECTION SY~'~i J O + .8 , , ` ' SEE DETAIL ~
o+ ~ WI1H DBCHARQE TO 8TORl~IWAT~i 8 6.8 0 ~ ~ G 0 , W Q 6
CpNCFiETE CURB AND GUTTER , \s ~ ,r~• , ~ ~ • 3 ~\~.e~'. ~ ~ . -t:~ . U Z
sF~r FLOW ArD DRANACaE FLUME ~ , ~ 1 ~ 7.4 0
BTOf~fIMATEI~ COLLECTION IiYB'iEM 7. 'lC6 c' ~ ~D / J s ~E~~
Tn STOP,~WATBI BARN e~ 6.9 YM1H D ~ +6.8 +6. Z 8
.4' 7.0 +6. 1 W 1 ~ / Q
s ~ ~ ~ ~ , ~ ~ ~ ~ W o
? i 0 0 ~ ~ W K (TYP )
s, _ 7. ~ 0 7.b 7.4 ' ~ ~~s. . ~ ~ ~t ~ ~ ~ ' Q e = ~ ~I ~
~ 3, S . ~ ~
~ ~ . +7. ~ v\ l ~ , 1 ~ O ~ SWIMMING P J 1 ~ +~.z f W W J
, r ! ~ c - ~ 978 SF. ~ v ~ ~ ~ ~
u o +7.3 ('j, s G fI G . 1, HOT TUB CTYP.) Q G ~ ~ ~ i- Q Q
s a ~o ~ 1 v` +7.3 7.4+ 1 ~ 1 - ~ ~ 1. i t10 SF. ~ Z 1 ROW OFD 7.4 FADER PPE ~ ~ Z O
+7.4 +7.2 +7.4 V PAS - / ~ ~ , T1KI BAR (TYP.) , ~ Q l.v
~ ti PAVER ST E , . pROp , ~ ~ ~ ~ NVL.ET . . ~ 280 SF. / .
6 I 7, 4+ ~ r' ~ ~ GRATE 7.38 . 6 ~C ~
5 G l.- - ~ 2,640 C.Y. EXCAVATED AREA W ~ Z
~ o , F,OR UNDER ND STORAGE / / ~
~ ..~f~ 7.4+ 1 ROW ~ ~ ~ ~ i / ~4 ~ ~ ~ / ~ ~`L ' P SUTABLE DISPOSE OF / ~
~ ~ ~ . ~ ~ ~~~5s o ON DRA~LD ~ ~ - o / / 2
+7.4 PAVER ~ - ~ / ,
~ 5 ~0 SAID VOLLEY ~ ' ~ ~ ~ ~ / , ~ ~ / 1 , , ij ~
i ~ ~ , ~ ~-STORAGE FOR ,q~ C0~ /
/fi 3 - ~ ~ STORMWATER v APcA _ ~
Ufa ~'i r 1 ;F 7, J.- 1 , ' Q / ~ / o
~~.~i STORMCHAMBER 100 2190 /
r~., Y _ BOTTOM ELEVA . 7 ~ / / a ~ / / Q J
DROP NVLET 't~ ~ ; ~ % , ~ ~ , , / ~ . / ~ Q / / F 'o
GRATE-7.38 ~ ~ 7.4 ~~~~7.3 t~~ / ~ Z ~ / = i - _ a
0 7.4 ~ i =f~,4, . p~, ~ a Q / 2~ ~ o ~ ~ hb _ / 0 Q F
HEADER PEE , s o n ~ ~ . 3 ~69~S.F C, / ~ a ~
R 100 HD UNIT 1. f/ CHAMBERS. ~ / ~ r ~ ' ~ - - STORMCHAMBE ~ ~ ~ - `o - / - - . ~ - / / 0 f -
,t, BOTTOM ELEV T10N 4. 7 ~ ~gw i' n ~ _ ~ ~ ° Z
~ ~WIMM f / ~ SWIMM / I c, O . o ~
r - ~ f ~ - ~ Sr. . J ~ r - J F- 978 S~ , - J ~ , ~ z ~ 0 0
l ~ _ , f / f ~ - w w 2~. / ~ ; _ Z
52 UNIT CONDOMINIUM BUILDING ~ ~ ~ f 110 S . ;r V t / oo ,O
' ~ ~ - . - ~ GG , i ~ Q V -J 2-2 ~ ,t~~ /
- ( ) _ c f I ~ , ~ c ~ ~ Q - ~ / w w
~ ~ ~~E i~ / ;F _ ~ / ~ R ~ O
~ ~ ~ R~~i. i , 41 ~ / - ~
~ P f / 0] w ~ ~ ~ v~ ~ ~
- - ~ ` ~ P
~l ~ ~ _ I ! ~ ~ ~ ~ 24' .D_ , ~ ~ OAP A6 ,rl~r r` ~ ~ m W
0 ~ - , ~ ~1 19 ~
, ~ ~ _ - ' ~ _.z. ~ RP , ~ gA q r ~ ~ , .v ~ ~ ~P ~E 9 8 ~ : 0 0
S ~ - r- r l,, / ~Pe ~ oo I I
~ ~ ~ ~ i - - ~ / 5~ 11 N Q ,1 0 1~ ~ i v~ to I I °
\ ~ , .~j J ` ~ , ~ ,l ~ . ' a F~, M ~ , O / - n ~ 0 ~y,F , ~ - - ti 't l ri ~a=~, p ~ ,
' q R
U ~m ~ t~ SCALE; 1" - 30' V _ ea ~ / l ~ ^eee ea;k - a.,
1~-~\ %<.~C J - j l`y vl ~ ~ DATE. 2-17-06
- , ~ (/I LIAO
~ ~ ~ ~i Y ~ ~ i l . S GRAPHIC SCALE l
r` / J-f P. RUSHING J l 30 p 15 so so 120
OJECT NUMBER
% l i~ / / ' ,ram„ C5003
r / ~ LDRAWANG J. MILLER IN FEET 0. SHEET N0.
~ ~ / 1 inch = 30 tt. Of
~'.i "'v' ~ / 5 3

~Yr~~
,~~t-"
N1E~ J `l _
T ' n facts that rya be
1, I hls curve Is sub ect to a y Y J Y
Y : ' curate title search dlsdosed b a f ull and ac , „~I u
„ ,
MInlrlurl Bulldin Llnes (MBL) shown hereon
dust be verified, The curve or rlakes no . _ ,u`~.~ Y y~ N V~-_ ' CJ
t'ficatlon as to zornn and/or restrlctlve cer I g , S SOLJD W00 ING ~ 1 _ e seed . 1Q r
covenant setbacks, ~ - " WI LANDSC ~ 1 y
_ '~4~ , ~ M PE - v cp
sed u on h slcal evidence found as , 3. Surve ba FLARED ENTRANCE , Y P P Y , - CONC. _ ~ . ~ ~ ~ f
rl Ian for curve based u on recorded w/ ~ 2' LANES shown Me d y p - UN~'SIF~ P~ o ~ W ALL DROP INLET ~ N
nn ~r~ line R B er PC G R 1208 18 _ N i S I~' _ v GRATE 7.38 _ _ '1~ cv
bearln N 71 SS 30 E f or D P E 9 A P r-.. LB L i~~ , 216 r 1 0_
86, _ SLIDE . , - 1 i ; - CJ
xl tin Ir1 roverlents are to be rerloved~ 4 . ~ _ 4 5 _
4, All e s _ ; 9P ~ .~i~ r i I r+ - ~ : ~ h ~ ~ ,~1-^
_ ~~.~_~f~~J~ X 1 ~
i Q_. _ . . , ~ 25~ i
t ` m 1
~ ~ i \ 1 ~ ~ i i ~ C`
1 o Q 3 ~ 5 5 ~1 ' ~ ~ ~ OCEAN DUNES CONDOMINIUMS ~ ti _ ~
1 N 1~~,90 HATTERAS CABANAS 1
~ ~ , c~~ , ti ti~ ~ /
V.1 i ~ ~
25' h r\ 5 ~i.,,, RETAINING WALL
~ ' ti~ ~ ~ ~ TURAL PLANS ~ SEE ARCHf~EC
1 ' " 8 tr ~ FOR DETAILS ~ ~ ~ w
~ ~ ~ J y , v-~ c~
l j LIMITS D E[I D 1 t ~ ~.J
Nf Slq S , CRES ~ t )7 UNgp 4.12 A _ 34 S NISI _ - - ~ ~ 2 ~
4 ~ EO - ti , ' 16 W~' ~ C._) ~ ~ ~
_ R x,403 ~ ' - - ~P ~ ~ , ~ Y
G L 25' ~ . ~p ~ ~ ~ t
- t r C7 XISTING CONCRETE MONUMENT i ~ E _ . ~ STORMCHAMBER 100 HD UNR 3.90 CHAMBERS. ANK
- ~ ~ •''°ii4~ o EXISTING IRON STAKE _ - c`, ~ ~l IJIP ~9 ~ P~ a - OTTOM ELEVATION 4.67 o ' Y B
r- A P~ \ f... ~P a PK NAIL \ sr T~ MANAGa~rr ti ~ ' , ~ ALL DROP INLET
U1IlITY POLE BA8N~12 ~ ~ A i ~ s_ ' o
f IRE HYDRANT \ ~ ~ K5 0 ~P,N ~ o PA ~ 1 '.,,r GRATE-7.38 P~ 1 O ~ 1
~ ~ O ~ GEODETIC MONUMENT ~ i~.., 6 ~ 51 UNIT PLUS OFFICE 1 , ,
SE '5~ ~ . C NDOMINIUM BUILDING
A N WATER VALVE ~ ~ ~ ~ cY) H [ 5 T PARKING AND DRIVES.10'z20' fi 0 15 .
~ WATER VALVE MONUMENT MaNacr ~ 1k
PARKING SPACES, 20' DRNE AISLES. WATER ME1ER l _ O 1 ~
tT) ~D LOCK ~ TOTAL SPACES PROVIDED 81 \ HEADER PIPE
~ ~ x WOOD S1AKE WITH ELEVATION ~ v , ~ U
~ ~ e~ s
1 ' , 1 ~ , / U
R PERTY: ~ r TPO UBJEC S ~o ~ ; \ ~
~ ~ 10 9 ~ ~ / ~ ~ ~ W -
SEA GULL MOTEL, INC. ~ Jr t'~kv~ ~ Q ~ 1 ~ ~ J
CARLOS ODEN ~ ~ \ = P.C. D SL 277 \ f 6 r ~ U ~ ~ J
D.B. 994 PG. 047 -°o ` 1 y G 1 ROW 12 ~I ~J ~ O W
~ I PIN 9594 0519 9554 I ~ ~ 1 ~ ~ ~ PAVER ~ ~ ~ U ~ 1 w
r, O
~ ~ b APPLICANT. ~ I ~ U W ~ G 0 , .
1 w SEA GULL MOTEL, INC. ~ 1~ ~i ti 5 ~ / 9 ,A 5." 1 ~ t ~
\ 0 P.O. BOX 280 ~ 0 , ~ W 0 0 ~ Z ~ ~ 6 / _ ~ W g do a ,,~,p, ~ J
16 ti9 HATTERAS, NC 27496 ~ ti . - ~ - Z
AND CL,LLC g' ~ I 1 ~ ti ti V ~ ti6 . , Z ~ ~
5 ~ I-~! /
ATIONS: ` ~ ~ ti AGE CALCU~ ~ OT COVER L ti W ~ O ~ ~ U ~ _ ~ ObD ECK ~ O
AND DRAINAGE ti~ SHEET ROW 2 I titi_. 1 , ~ ; W (TYP ) o
PHASEI _ / FI.UWE STORMWATER COLLECTION SYSTEaq ~s, ~
G DECKS AND STAIRWAYS-18,462 SO. FT. Q CONDOMINIUM BUILDING INCLUDIN ~ ~ 0 .A TO STORMWATER ; ~ ~ 'L
= s . FT. WITH D~FIAFiQE 9 CONCRETE DUMPSTER PAD 200 O ~ ' ~ 1 F;• ~ . r . E ~ SWIMMING P L LU O ~ 1 . ~ ~1 1 D ~
L AREA EXCLUDING POOL SURFACE AREA= :a.U60 SQ FT B~. ~ y \ , { P00 ~ , 78 S.F. O ~ C'
ASPHALT PARKING AND DRIVES= 28,608 SQ. FT. , ,p ~ - FT. ~ = G~ TOTAL COVERAGE- 50,330 SQ ` ~ G f ~ ~ Q , ~ . . ~ ~ ~ ~ ~ HOT TUB (TYP.) Q G ~ ~ ~
~ ~ TOTAL LOT AREA- 228,696 SQ. FT. t"~, a o _ 0 1 I G ~ ~ s Q ~ I s a. ~ Z ~ ~ 1 - ~ 110 S:F. ~ ~
°o LOT COVERAGE- 22.0 /o , cT ~ ~ / ~ '~P. ti 1 ROW OF, o~ \ ~ FADER PIPE ~ , U ~ . ~ T1KI BAR (T'YP.)
~ PAVE PHASE II ~ STO E ~ ~ ~ - ~ k'~ a- ~ ~ ! ~ PAVER ALL DROP NVLEi' / ~ ~ - ~ 280 S.F. i .
WAYS=18 462 S0. FT. i Q; CONDOMINIUM BUILDING INCLUDING DECKS AND STAIR 6~ ~.1 Q GRATE 7.38 r0~ ~~.r, . 1
UMPSTER PAD= 200 SQ. FT. r CONCRETED ~ ~ - FT. I ~ i EA- 3 060 SQ. ~ ~ 0 r ~ 2640 C.Y. EXCAVATED AREA
OL AREA EXCLUDING POOL SURFACE AR Q PO - . FT. h 5 ASPHALT PARKING AND DRIVES- 33,181 SQ ~ \ h i ~L ~ RGROUI~ sroRAGE ~ ~ ~ ~ FOR UNDE -r o / ~
TOTAL COVERAGE= 54,903 SQ. FT. ~ ~ , / v F SUfTABLE DISPOSE OF / ~ / - / \ fir- ~ 0~~5
- . FT. ~ 'L 1 ROW ~ TOTAL LOT AREA- 228,696 SQ ~ , r ~ , ~ 1 ~ / 2 /
o _ o ~ L PAVER ~ `4 /o LOT COVERAGE- 24.0 /o ~ 1 o~ /
~ PHASE I AND PHASE II \ ~ p6 - VOLLEY - ~ k AND - ~
TOTAL COVERAGE-105,033 SQ. FT. ~ ~ ` . ~ STORAGE FOR BALL COURT _ / / ~ ~
TOTAL LOT AREA= 228,696 SO. FT. ~ \ f F 0 ~ / - o mil, ~ f, ~ ~ , i ~ TER ' STORMWA / ~ / / i / J
LOT COVERAGE- 45.9 /o ~ ~1 k • BEACH ~ , a.. ~ ~ ~ o
COVERAGE DOES NOT INCLUDE WOOD WALKWAY TO , ,,sue ~ S STORMCHAMBER 100 219 ° " - , a
Q ; ~ ~ 6 ~s"~ i / ? BOTTOM ELEVATION- . 7 - Q
A TA: DROP INLET
FEM A D ATION AND r ; ELEV / . eA /gyp A.~ .'t ~ / a / - / Z
GRATE-7.38 , i~ ~ i t / ~ ELEVATION DATUM NGVD 1929 BASED ON POLISHED ELEVATION ~ L ~ a
NCGS "A 193" ELEV. = 3.93 FT. BY GPS METHODS CALIBRATED i P / ~ ~ oN HEADER PN'E ~C ~ , ' ~ / P 3 ~ a
TO NCGS "C 193" ELEV. = 7.46 FT. ~ ~ / ~ - ~r,'1 ~ - ;
ST 100 HD UNfT 1. i1 CHAMBERS. `c / r- FEMA DATA: FIRM 375348 0860 E, REVISED 12120100 ~ ' ~ ~ ~ / I ~
BOTTOM ELEVATION-4.67 ~ " F= / _ _ ~ P~ SWIM ZONE AE (6) ~ ~ ~ _ ~ ~WIMMI ~ = ~ ~ Z W /yam f' / / - .
~ 978 SF; _ ~ F- - ' Z 978 S~ . f ; / j ~ ~ l,.! , y- s
~ ~ r FLOOD ZONES SUBJECT TO CHANGE BY FEMA l I r , o o ~ Q ~ ' ' ~ / - ~ ~ J
O HOT (TifP,) ' t - ~ / w ~
RAL NOTES. r cos . GENE ~ i/ • ~ \ f . ~ , s,s / ,
S REPRESENT THE RECONSTRUCTION OF A HOTEL -'rnO i - , 1. THESE PROPOSED IMPROVEMENT ~ G ~ , i
HAT WERE DESTROYED DURING HURRICANE ~ \ _ STRUCTURE AND ASSOCIATED FACILITIES T ~ , 2 \ , ~ i M BUILDING ~ ~sE F UNIT CONDOM N U f - i.- ~ / - ~ i'
ITS CONSTRUCTED 52 ~ t ISABEL IN SEPTEMBER 2003. THE ORIGINAL SITE CONSISTED OF 52 UN ~ ! / - I R~~i ~
0 THE ADOPTION OF ZONING REGULATIONS FOR HATTERAS VILLAGE IN 1987. FOUR STORY PRECAST CONCRETE - .-z ~ ~ , \ PRIOR T ~ i , ~ G 1 , j ~ ~ VA
CONSTRUCTION ON PILING FOUNDATION _ ~ ~}P 1 , \ 'r
ILITES SHALL BE PLACED UNDERGROUND. 52-2 BEDROOM UNITS ' ~ ` - 2. ALL UT ~ ~ TOTAL BEDROOM COUNT =104 ~ ! _20 ~ f ,f ~ ~ ~ I ~ ~ r f ~ ~ ~ P~ , ~.ti IC~~ J J m ~ f i ~ r ~ ~ ...p ~1 ~ 6 k A
OT WILL BE REQUIRED FOR THIS PROJECT PRIOR ES UNDER BUILDING ~;F - 24 ~ ~ \ 1 ~ 3. A DRIVEWAY ACCESS PERMIT FROM NCD 48 PARKING SPAC ~ ~ 9 : ~ ~ E a ~ ~ c,, . ; / ~ s a Q~
~ o ~ STRUCTION OF THE DRIVEWAY ACCESS. ~ Q, ~ ~ \ = TO CON ~ ~ ~P ~ZE 9 6g o
_ A i ~ ~~J _ CONCRETE SLAB UNDER BUILDING ELEV. - 7.5' S r _ - - l~~ G Q~ aP o1 0 - I I ~ \ ~ P g, 0 . r .1 / G _ a
ERS "404" JURISDICTIONAL WETLANDS LOCATED ON-SITE. I ST ELEVATED FLOOR ELEV. =18.17 \ , ~ 4. NO ARMY CORPS OF ENGINE F R \ ~ i ; „ ~ 5 ~ 0111 N o / ~ ~ .-~a. i F ;..a, I I Z~ ~ a . ~ . ~ ~
TOTAL BUILDING HEIGHT = 52' ABOVE CONC. SLAB ~ ~ _ ~ / I - \ y~ - P +r 'rC M ~ / / ~ ~In o - ,r ~ ~ ~~S ' t`\O
TER MANAGEMENT PERMIT MUST BE OBTAINED FROM NCDENR ~ , ~ " - , 5. A HIGH DENSITY STORMWA ~ ~ RANCE OF A BUILDING PERMIT. BASE FLOOD - ' ~ ~ , - r~7,.y~~ 1 t YKl ~ MR / ~ °a.. ~ ~ '.,rg` SCALE: 1" = 30'
DIVISION OF WATER QUALITY PRIOR TO THE ISSU GROUND LEVEL ENCLOSURES WITHIN J ELEVATION SHALL BE ENGINEERED TOBREAK-AWAY ~ = ~ \1'~ r. V ~ / DATE: 11-29-05
DURING OVERWASH STORM EVENT (SEE AKUHI i tU i UKAL %
~ PARKING S SUMMARY: PLANS FOR DETAILS r S ~ - GRAPHIC SCALE P. RUSHING
Ff• ii TOTAL NUMBER OF UNITS = 52+51=103 30 p 15 30 sp 120 JECT NUMBER
y 1 %
TOTAL NUMBER OF PARKING SPACES UNDER BUILDINGS = 96 oe~ C5003
TOTAL NUMBER OF PARKING SPACES IN LOT - 33+28=61 LDRAWNG D. PRICE IN FEET } . SHEET NO.
5P 1 inch = 30 ft. 6 of 13
TOTAL NUMBER OF SPACES =157
=1.5 / SPACES PER UNIT

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dTN FLOOR FI I N - >~~t~~ ~ ~ ~
_ ELEV. 3l ~ ~ ~
~ i ~ r q~ ~ s 7e® m
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3RD FLOOR F I -
ELEV.18' 4" ~ ¦ ~
7ND FLOOR
ELEV.19 6 C
1
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ELEV.IO a d
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SCALE: V8° ~ 1'•O"
J
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F- ~
~ ~
I N HT ~ - ELE .5
- _ I GE HEIGHT - - - - .-0,~
ELEV, 51
- ~ RING~jCsNT
ELEV. 46' 0"
O
47N FLOOR N
I NF R 0
- - - ELEV. 37'•2"
a
~ E ~ ili~~ fit, 1
F~ u>FOORR w~ x g ELEV.28'•d" ~ ~ m
2Np FLOOR ~
ELEV. 19 -6 ~ ~ i p
~ ~
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15T FLOOR ~ ~ ~ i~
_ FI N F R 0.6`04 ®IL
ELEv. I0` B"
I ISN F R SLAB
ELEv. D' !d°
MICHAEL ARRIGO
LIC. N0. At20011335
SCALE: I/8" = P-0"
C-1 ~0 F13

~s
1
C
N
7 I ~ ~
e~
~5 ~•J ~ y
c,~c ~~SZ~~
t
GRAVEL CTION ~ ~ ~~~'i< , , _ - _ .A \ ~ e ` I v N
I 1 N N
NCE-SEE DETAIL , ti
OF ED ~ s,~ s~ S ; ; ~ ~ bA~il I~ N
4.12 ACRES ' ~ l ~ ~y?~ y 3~ ~ j r
E
~Epp,1R PR / ~ ~ \ , ~ m
P~Mp T ANK g
i ,~4}~ +s. ~ pp1Ft AREA A~~
A~~ ~~pR1F~ER ~ ao~
\ 3TORMWATER MANAGEMENT - - PE p, `D s.
DRY ~ ASIN, t~s~ wmi a sip' o~ + . s ~ / pNKS A~ O A~0 ~EPA,~ APE ~ s.~~
TOP AREA-9,491 SQ. FT.( ~ ~ `s O 0 O~ 6
BOTTOM AREA-7,628 S~.`FI'. / 1 X6'7 k 6, / gEP'~IC
FREE STORAGE-14,808 CF \ ~
OP ELEVATION-6.4 +6.8 _ - 1k MENT ~
nOM ELEVAT10N-4.67 1 6
5 DRY~BASNJ,IJ3' DEEP WfTH 31 SIDE SLOPES ~ °
\ ~ , TOP~AREA-17,232 SO. FT. \
BOTTdM AREA-13,871 SQ. FT.
WIDE DRAINAGE FLUM \ ~ ' ;I; ~ .90 ~ ' FREE STORAGE=26,904 CF 1~ + .4
RIPRAP APRON \9 -3'-WIDE DRAINAGE )RAINAGE RUME TOP ELEVATION-6.4~ ~
D LEVEL SPREADER ~ ~ +6.8 WITH RIPRAP APRO iAP APRON BOTTOM ELEVATIONS g 1~ 1 j 7. 7 4 ~ \
.OUT-6.3 ~ .5 i ~ 1~ AND LEVEL SPREAD READER LENGTH- ~ ~ ~ ' INV. OUT-6.3 L SPREADER ~ U
6.3
E DETAIL ~ , _ _ - ~ / Z =R LENGTH° t~~ 6 ~ Li
~ SEE DETAIL ENGI SILT FENCE ~ +s.s ~ ~ ~ CONCRETE CURB AND GUTTER SEE DETAIL ~ ~ ~ ~ 1~ I SHEET ROW AND DRAINAGE RUMS AIL ~~}`;,,`~W ~ ~ 1 ROW ~ 12" z Ui
=R ti ~ ~ ~ a ~ / ~4 PAVER ~ ~ w
6.7 .4+ ~ ~ 3TORMWATER COLLECTION SYSTEM
o+ I ~ TO STORMUVATER BASIN N ~ ~ UU ~Q
CONCRETE CURB AND GUTTER 6 8 °s I ~y\ 1 ~ W ~2
SHEET ROW AND DRAINAGE RUMS \ s 7.4 ~6 +-L'!`?";(1r
6.9 0 ~'9 +6. 4 2~
WRHDISG'HAR(~E TO STORMWATER BA3AJ \ 1 ~ I 6 6.~~ ~ \ ~ 4 ~ ~ +6.8 ~ ~ Qz
6 / Up
.1 +6. ~ 7A 1~ ~ `l~ ~ 7.0 ~G , ~ I Q O
i o so 1 ~ ~ W
1 ~ \ \ \ 1 ~b o `l° tit ~ ~ - ~
~ ` ` - ~ Vii?: ~ ~ ` \ cjj Q ~ ~
i i
\ ~ .2 ~
~ \s 7.3 ~ t~~~~~~~ X
~ 1 ROW O~~ ~ ~ ~ \ \ \ ~ ~ ~ HEADER PIPE ~
~ ; 7.2 ~s. +7.4 \ \ ~ o PAVER STO E l ' ~~LL DROP INLET ~ ~
- ~\~,I GRATE°7.38
~ ~ - 2,640 C.Y. EXC,4VATED AREA v
~ ~ ~ , o ` ,FOR UNDERGROUND STORAGE / . ~
\ ~ ~ t
~ ~ ~.a+ 1 ROW OF 12" ~4 ~ ~ IF SUITABLE SOII~, DISPOSE OF j
ON DRAINFIELD
L 4 PAVER NE ~ I ' /
~~a
a
~ ~ ~ , l ~
_ ~'~i STORMGE FOR / ~ . / ~ g w w WATER ~ / Q~~G ' / o ~ ~ ~ ~
STORMEHAMBER 100 H0'~1 R 2.190 CHAFERS. / ~ w U Y
--~:1 ~OTTdM ELEVATION~:67 / / ~ ~ ~
DROP INLET ~ ' .r / - P
GRATE=7.38 a+ - ,
~ / 21,5 ~ ~pJ / ~h~ /
HEADER PIPE ` ` e
- e j ~ / o 0
STORMCHAMBER 100 HD UNIT 1.17 CHAMBERS. ~ J, ~ ~ -
. /p ~ n
BOTTOM ELEVATION-4.67 ~ / / ,
, ~S
- ~ / r~ r`R _ . AD. v/ / DATE: i1-29-05
DRWN. BY: D. PRICE a
f < CHKD. BY: P. RUSHING
PROJECT NUMBER
0000 / ,f a -
C5003
DRAWING NO. SHEET N0.
r - / C-8 8 of 13 V

_ 1D0' RIW 18 _
~ < _ ~ _ WI LANDSC
FLARED ENTRANCE - '~~y P
W/ 12' LANES _d-.~:._~:~---~f_. i CONC.

_ t1,~ v._- W ° 208 ALL DROP INLET - 181 i _ S
PPVEO RAP GRATE 738
~ ~ 7.5 , .c7
~ ~ 5354 q P. - u~ 3
o N 5~
~ HAG ~ Ay ui ~,a,.,o- ~ N~ 1 N 0, ~ U
- _ 25' ~ 7.1 ~ ~ sew
25'
~ ~ p.~3 ~ 1,c ~ , ~ ~ . ~ U
c. ~ ~ ~fl
ELh,9Q' N 11°55'30' E _ I ~4a~~'- _ - t< ti 7.4 ~ ` OCEAN ~ 3 . DUNES CONDOMINIUMS . i
, ~ t HATTERAS CABANAS N ti ~ ~v - , ,
~ r~ i~~ t}~ ~ ~ N N ~4 ~ - L
25• o
QRA 710N ~ ~ ~ ' ? 8~ 5 y . ~ . RETAIMNG WALL ~ ~ ti ~ ~ N
CE-3EE DETA~ ~ , , SEE ARCHf TECTURAL PLANS . ~ o ~ ~
LIMfT3 6itlH~D ~~F£ ~ ~ t , , ti ~ ~ ~ FOR DETAILS e~
~ ? w ~ x ~6 ! ~ q Q
a I
APE ~ 11 ~ N
t Y a. ~
~
rf ~ I x~a~''t p111 \ , .:3i, +s. ~ N ' ~ ~'f Ate ~0 7. ~ ~
+i ~ STORMCH ~9 , AMBER 100 HD UNfT 3.90 CHAMBERS. _
~+tiwuw+na~a~rr RF~~~ A~ Gl~~ ti ~ ~ ~ BOTTOM ELEVA - o ~ y T10N 4.67
trr o~ wmi soE a~. s ~y g ptu pF~ 1~ , ~ ALL DROP INLET
~ OP AREA~9,49190. FI'. t T~ NLW ! IR p I QUO ~ ~ ~ ~Q
Bo17oMAREA-7,62980. 1 ~7 ~ SEJ~ GUI..L ~~)a F7_, INC. s.~ E,,,~ ~ ; GRATE-7.38 N[Jbl Glf~ F~JRM~;4a_Y . ~
FR~SfORAQEr14,808 CARLOS r)fIEIV . i~~
oP aFVanoN-ea 5 HALT P,4PoCU~ca A!~ oRNES.1o~x2o~ 5 ,FA=67 ~;~fi ~~f. 7.4 ~ K. ~ ,
1TOMBEVA710N-4.87 +e.e r.r.. n si_. 2n lp \ 't PAPoCINQ BPACE3, 20' DFlIVE AI3LE3. n.x, sqa e~ aa~ "[1NING C-~? 1=
TOTAL 3PACE3 PROVIDED _ 81 e iw ? v~ 05 c? j~ a gggH t73' D~ WIIH 318DE SLOP nr>En ~ ~ ~ ~ ~[N, ,.~94 05 r. _ ~
i 3'i SDE SLOPES ~ ~ ~ ~
3' WDE DRANAQE R ° 9 g i u r n~ c 25 nc ~ TOP AFEA-17,232 80. Ff. r. ~ ~ HEADER PIPE
WRH F~RAP APRON °S i ~;..F-7' BOTTOM AREArki,87190. FT. FT. ~ ~ CF ~ .4
AW LE1~ BPFEADHI ~ +6.8 0' VYDE DRARdA(3E RUAE ~ELEVA510N•e 904 CF 1~
11 11.. 0 05 1 +7. CJ
~ ~ LBJOIH- 5 ~ ~ ~p BOTT~OA1 B.EVA 9 7.4 ti
~ ' INV. Ollf-8.3 ~ ~ ~ ~ +7.4 _
SLT FENCE ~ +s.e 't~ _ ~ . : _ ~ ~ I_B107FF 6 6 ,r
3EE DETAIL ~''o ~ ~ 1~ CONCRETE CIFiB AND GllTiER ~ n .a 1 ROW OF 12
, BFIffr I~ow ArD DRnNAOE I~uME 4 ST rte- _ . _ ~ PAVER +
6J .4 SfOF~IWAT6iCOLLECTIONSYSTBYI ~ ti + o ~ t , , SILT FENCE
ti 'F: ~ ~ 1 1 ~ ~ , , > ~ - 3EE DETAIL G a ~
CONCRETE CURB AND QUTIER 6.8 ,j`..~ ',o+ ~ WIIHD~CFWiOETOEIOFMWATBiBABN ~ ~ 1 3 6 ~ -'1 ~ ~
BTOFidWA79i COLLECTION 8Y81EM ! 7A ~6 ~I I' 9 ~0 ~ r 1 ~
wm~o~wroerosra~nxn~e+aaeN ~ s.~ tia ti +s Q~,V G a'' 'l~0 r A?
y ~ ti +6.8 `\~5 ~ ~ ' 1p~ G '4 ~ '
6. 1 7.0 .
SFEEf ROW AND DR~WAOE ~ ~ ~ 1$ y 1n ~ o r' ~ J
RUME BTORMWATER COLLECTION 3YS1E~u1\s ' ' 1 ti. _ ti ~Q ~ ~ - ` , ~I ~ o J
0 1 orb ~ 1 o ti -r ~O~r. W~ ECK f rYP.) ~I W ~ O W
WfTH DI3ChIAR~ TO 3TORMWATER ~.3 ti. o ti t 3,06 S.. ~J ~ I~ U f
BASIN. ~ ~~n 1~ ~ I ~9 z ~ _ P ~ t J ~ $ ~ U Q ~ ~ ~ SWIMMING P L
N cJ zz l~ < <; .r f~^' '~J ~ '
~ 1~s~, Nom ~.3 ~ o % Nye G . ` ~.4+ v~~:~ ~`~\N~ Row of ~ - c 978 S.F. . , ~ i _
4~. , ~ - HOT TUB (TYP.) ~ W Z ~ ~ ,
z2 a N~~Mg P PAVER 3T0 E ~ S~.\~- ~ ;y.,~ Q , , ~ f W ~p~ ~ HEADER PPE ~ 110 SF. ! W ~I
~ TKI BAR (TYP.) ~ LL DROP INLET
~f ~ ~ Z 280 SF. ~ ~ GRATE 7.38 I O Q W
LOT COVERAGE SUMMARY ~ ~N~ ~PS~~ RAP~~R~F~' ~1~~,~~~~i~~\~ PHASE I ~ ~ za+ 1ROV1~dB`~2',--F~ G~^ ~O~ a ~ .-°t' IF CONDOMINIUM BUILDING INCLUDING DECKS AND STAIRWAYS= 18,462 SQ. fT. 9~ L za PAV6i ~j'~ F o\ pN W ' 2,640 C.Y. EXCAVATED AREA j ~ ~ U
O l; o FOR UNDERGROUND STORAGE , • ~ ~ ~ ~ I O
~1 ~ ~ . IF SUffABLE SOIL,. DISPOSE OF - - v Q
~I o ON DRAINRELD ~ ~ I.1 ~
~ r ~ W
CONCRETE DUMPSTER PAD= 200 SQ. FT. ~ \ - ~ F~~'ob t,.` ~E~O~ID gqHp SAND VOLLEY ~ -
POOL AREA EXCLUDING POOL SURFACE AREA= 3,060 SQ. FT. ~ ~ 2 g'~~ -A~ sT~~~ ~ ~,pLL S~ALL COURT~~ Q - ~ : - Q
ASPHALT PARKING AND DRIVES= 28,608 SQ. FT. s ~ - ~ ~ ~~~A~ ~ ~ A TOTAL COVERAGE= 50,330 SQ. FT. ~o - ~ ~ ~ ' ~ ~~~~"i s~ Maw 100 21st t~-i TOTAL LOT AREA= 228,696 SQ. FT. pgpp ~ 6 ~ - - ~'n~ ~!A . 7 ~ ~ AP,cA . , , Q
~ - Z I ~ _ W ~ _ ~ Q U
f~~~~219~ CHpJu~ERS:
~ ' ~ v J TT
~ - " y . , t-
LOT COVERAGE= 22.0% c~Ip,7E-7.9g ct- -`i.a 'r ~ ; y~1 / i ~
PHASE II FfADERPIPE ~„Z3 za ~~,_d*~}'. ool~" (,iYP) pJQ'.~~- 1 \1 ~ w ~~y rt ~5
e - ~ b~-
CONDOMINIUM BUILDING INCLUDING DECKS AND STAIRWAYS= 1~~ 10o HD UNR t f/ CHAMBERS. ~ / - 3, F i ~ h 0 t~ SP
~ CONCRETE DUMPSTER PAD= 200 SQ. FT. BOTTOM B_EVAT1oN-4.67 y j
POOL AREA EXCLUDING POOL SURFACE AREA= 3,060 SQ. FL ~ - ~ ~ i ~F, l
j J
ASPHALT PARKING AND DRIVES= 33.181 SQ. FL l ~X/ ~ ~f! 978 $F` - _ Q J
~ TOTAL COVERAGE= 54,903 SQ. FT. ~ ~T ' 2 ' ' ~ ~ / ~ O ~ a
TOTAL LOT AREA= 228,696 SQ. FT. ~b~ ~yp.~s ~ '?0~-~s s';
n~; r ~ ~ a / ~
LOT COVERAGE= 24.0% / ygq ~ , ~~P F ° R Q 0
f a ~ - 1 -/j ~ , ~ ~ i . E
PHASE I AND PHASE II j / ~PG~ ~ R~~~~ ~ / , , , ' r ft' w / 1~ F - ~ i f ~ -
TOTAL COVERAGE= 105,033 SQ. FT. / ~ .~n~N ~
TOTAL LOT AREA= 228,696 SQ. FT. ( za , ~ _n~~' ~R ~ S~ _ g W I.1 i N ] o W
i~ ~ 10aP A6 ~ ~ c~ ~
7 LOT COVERAGE= 45.9 ~~5 ~~`J~~ ~ ~a~, ~ ~ 2 0 ~ ~ ~ ~ S ~0 A6
COVERAGE DOES NOT INCLUDE WOOD WALKWAY TO BEACH ~ S - ~ i ~ RP P~ ap ~ ~
1~; 5• G ~1 p a Q J . p1 w w
ELEVATION AND FEMA DATA _ , _ ~~o?_~F~ ~lo~ = ~ ELEVATION DATUM MGVD 1929 BASED ON PUBLISHED ELEVATION ' I , ~ ~~~P t~ ~ ~ ~ ~ P
W W Q I 1 w w
,r'' 4 1
ON NCGS "A 193" ELEV.= 3.93 FT. BY GPS METHODS f ; ' . 5~~~-OF ._r~-,
/ m Q ~
CALIBRATED TO NCGS "C 193" ELEV. =7.48 FT. t' ! r..~ ~ GRAPHIC SCALE ,
i FEMA DATA: FIRM 375348 0860 E, REVISED 12/20/00 - , .a~J ~ ti~ o a ~ eo tea ~ ~ m
r.. ~ ~ _ _ ~ ~
ZONE AE (6) ~ ;~1 r f-' ~ -
FLOOD ZONES SUBJECT TO CHANGE BY FEMA - SPN~ - 1-' r~ ~ t ~ IN FEET o 0
"`1 ~ ~ ~ r_:' 1 inch = 30 ft, N o
~ ,r,~ L M~ I I 4~~.. M ~
~'~J l EARTHWORK CALCULATIONS y~~%/~ 'l 1` ~ t nr' j i~'~
`r~~ / " _ .~.1 SCALE 1" _ 3n'
CUT=62 C.Y.
DATE: 2-27-06
FILL=6,647 C.Y. ' SEE X-eECt1oN `A-A' ? DRWN. BY: J. MILLER
AVERAGE=6,585 C.Y. FILL ~ g~~ g CHKD. BY: P. RUSHING
1 is w - PROJECT NUMBER
NOTE: EARTHWORKS ARE ESTIMATED FROM AN EARTHWORKS X31 C5003
COMPUTER PROGRAM. ACTUAL AMOUNT MAY VARY. OV DRAWING NO. SHEET NO.
C-9 9 OF 13

" " " z 4" WELDED WIRE HOOKED ONTO 12 GAUGE 4 z 4 OR 2 ,t
PREFORMED CHANNELS ON METAL POSTS, OR FASTENED TO
CEDAR OR WOOD POSTS w/ No. 8 STAPLES `~t u1
y~ N
ULTRAVIOLET RESISTANT (BLACK MIRAFI FABRIC
OR EQUIVALENT SECURED TO WI E w/ METAL CLIPS OR WIRE ®8 ON CENTER
~ c--. L~ 6' WASHED STONE ern {j ~ °°v~ (2' 3' DIA, COARSE AGGREGATE) ~ IrJ
8 ~.r ~ 4
~lw~` ~n... - J z..,~_ .c~.~ . ~ ;~,~,1, ~ _ t~ F ,
s' MAX. SEDIMENT STORAGE LEVEL R ,__l,__ r ~ _ < w
R ACHED OR .~j-. ` - ~ SEDIMENT WHEN THIS LEVEL IS
' N INSPECTOR ~ xr~f r AS DIRECTED BY CONSERVATIO ) ~,,.w -~H;t t~ l~ • 1... ~_w,~~ -t ~ r.;~ ~ ~ _ . ~ ~ r
) ~ i.. r _ ~ ~,~,--~.a-. _ ~ ~ ~ -w ~ ter. i ~ r l r r,r , ..v_-_. , ,
• tt CJ } f r y~ . „ ~ • k , ,v . Ali
M r . . ~ + ~ ~ r, _ ~ . J. ~~M ~
1 , ~ `s . ! ~ ~ , e seem
• SHEET DRAINAGE ONLY * ~ f ~ ~ ~ . •
111 1~~~ 1 ~ ' - 1 6 Y ~
~ ~ \ • 'MIN, - ~ •••v t0 ,
~ \ - L,.~ ~ . . ~ ® O ,t 5 ~
~ EROSIGN CONTROL FILTER FABRIC ~ • • • ~1~•
• • \ \ ~ MIRAFI 500-X OR APPROVED EQUAL - 2 ~
NATURAL GRADE i
~ ~ ~ REPLACE AS NECES ~ NOTE '.E AS NECESSARY
fV \ \ DURING CONSTRUCTION (RUCTION
CARRY APPROX. 12 OF FABRIC INTO TRENCH,
TAMP BACKFILL COVER w/ SOIL &
" TO TRENCH CARRY 6 OF WIRE IN
CEDAR OR 4" z 4" TREATED WOOD POSTS ®10' O.C. MAX. METAL, , N.T.S.
CEDAR AND WOOD POSTS SHALL BE 3 DEEP MIN.) (
NOT TO SCALE
2 2
11 1~
COMPACTED v
EMBANKMENT z
3' v
A z
Wa (MIN,) W
A v ^Q J J
3~1 SLOPE OR ~ J ~ ~J J ~I
FLATTER do ~0 ~
PIPE OUTLET JU
TD WELL DEFINED CHANNEL U Q
W Z
PLAN VIEW TRAP/BASIN OTTGM U W
Z J W
L a - 10' MINIMUM W ~ Z
GEOTEXTILE FABRIC 0% ~ Q ~ U
- d PERSPECTIVE VIEW W W
0 ~ Q
0 W
SECTION A-A ~ FILTER CL TH KEY IN 6'-9', RECOMMENDED FDR ENTI PERIMETER
w w o
N.T.S.
LOCATIONS AS DENOTED ON PLAN) Q Q Q
N.T.S. ~ Z Z Q
NOTES 1, APRON LINING MATERIAL IS R1P-RAP Q W U
2. Lo IS THE LENGTH OF THE RIPRAP APR~N~ 9.0 FT.
3. d= 1.5 TIMES THE MAXIMUM STONE DIAMETERS 1,5 FT~N 4. 3.5 CUBIC YARDS OF CLASS A RIP RAP PER APRO Q
I W
W W ~
? LEVEL SPREADER a_ ~
PLATE BOLTED TD ~ ANCHOR POSTS ti W Q
INLET PIPE SPACES 28' O.C. AND W a ND A N AT EACH E ti z 0
z i-r N a
h a Q RJ a J V)
2' MIN, I I I ~ BASIN BOTTOM I I I I I ~I ~I I I I I I ~I ~I I I ~I ~I ~I I W > ~ J
- - - _ ~ I I- I-I I - _I I III I ~ III Q ~ a Q
I I i~l ~ ~-1 I I-~ I I-~ I ~-III=1 ~ a z Q ~ a o
12' WIDE x 6' DEEP RIP-RAP LINED a } F 3 ~ a W
TRENCH, ALONG LENGTH OF LEVEL O U 1 O Iw_- ~ N ~.J
(SEE OUTLET PIPE SPREADER PLATE ego i ~ Q J
STABILIZATION FUR 24' MIN, DIMENSIONS AND - - o ~ Z 0
QUANTITIES> NOT TO SCALE -A . ~
0 o Q ~ ~ ~
0 0 w w
~ ~ ~U
WW ~
12' WIDE x 6' DEEP 6' DEEP Z
RIP-RAP LINED TRENCH, ALONG NED ~ ~ 0 LNG m a w 0 ~
LENGTH DF LEVEL LEVEL ~ r ^ 'LATE Q v !
TREATED 2'x10' MAY BE ABUTTED SPREADER PLATE SPREADER MUST BE LEVEL END TO END FOR MAX, SPREADER
LENGTH OF 50' 1' MIN, J ~ m V ~ ~ I,'
6' MIN, LEVEL SPREADER PLATE BOLTED TO
ANCHOR POSTS SPACES 28' O.C. AND O O
III- AT EACH END I n ~
2' MIN, 6' MIN, N ~ r>. r
- (SEE OUTLET PIPE - STABILIZATION FAR 61 . `i. I fi ~i y~'a C f.r1 ~ ~rl .,r''.
DIMENSIONS AND - - , - _ _ _ - QUANTITIES) `s SCALE: AS NOTED
- i DATE: 2-24-06
III' 'III-1 I I ' 'III-1 I I III III III III i i i i~I INLE I Flf E
BY. P. RUSHING
18 WIDE SPAING SUPPORTS 8 MIN. PROJECT NUMBER F
TYPICAL LEVEL SPREADER DETAIL JDRAIMNG BY: J. MILLER 'TREADER C5003 b~ SZ NO. SHEET 1 11 OF 13
VIEW POND INLET PROTECTION ZLEVEL SPREAD N.T.S. FRONT N.T.S.

CAST IRON MANHOLE, RING AND COVER -
VULCAN FOUNDRY V1285 WITH VENTED
+ UD OPTION. COVER_ MARKED_sm -_
g --
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6
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8 SCH. 40
10' DIA (25.4cn)
MIN.
5'
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1
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3'
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ON ALL MANHOLE ACCESS WAYS
•
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PUMP OUTS MUST _._______..__.-.-.
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AST IRON MANHOLE RING AND COVER CAST IRON MANHOLE RING AND COVER
VULCAN FOUNDRY V1285 WITH VENTED VULFOUNDRY V1285 WITH VENTED LCAN FOUNDRY V1285 WITH VENTED VULCAN FOUNDRY V1285 WITH VENTED
UD ON. COVER MARKED 'SEWER' D OPTION. COVER MARKED 'SEWER' CASs IRON MANHOLE. RING AND COVER UD OPTION. COVER MARKED 'SEWER'
UD OPTION, COVER MARKED 'SEWER' CAST IRON MANHOLE, RING AND COVER CAST IRON MANHOLE, RING AND COVER R APPROVED EQUAL OR APPROVED EQUAL
OR APPROVED EQUAL VULCAN FOUNDRY V1285 WITH VENTED OR ROVED EQUAL VULCAN FOUNDRY V1285 WITH VENTED VULCAN FOUNDRY V1285 WITH VENTED RIM EUV_ =6.50' ELEV. =6.50'RIM ELEV. =6.50' LID OPTION. COVERMARKED'SEWER'RIM ELEV. =6.50' UD OPTION. COVER_MARKED SEWER'___ _UD OPTION_ COVER MARKED 'SEWER' _ __._.____ -.____.�__—____ - _____ ______._ OR APPROVED EQUAL
.. ., _. _ ...__r_ ._ _ _.____ ________ __�___�__ _.. - OR APPROVED EQUAL
QW.SHIELDS_REQUIED ___-,_.-_-.__.
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F-1 'rte
OR APPROVED EQUAL
10' DIA (25.4cn)
MIN.
PLOWER
LEVEL ALARM.
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12 DIA
_._, ._._ . _., _._-.... -_--- WITH
-INSTALL
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OR APPROVED EQUAL
RIM ELEV.-6-50'
A
GENERAL FLOW SCHEMATIC - PROFILE
SEPTIC TANK 2
8,000 GALLON
1
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8,000 GALLON
/CAST IRON MANHOLE RING AND COVER CAST IRON CAST IRON MANHOLE RING AND COVERMANHOLE RING AND COVER /CAST IRON MANHOLE RING AND COVER CAST IRON MANHOLE RING AND COVER
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UD OPTION. COVER MARKED "SEWER" UD OPTION, COVER MARKED 'SEWER' UD OPTION. COVER MARKED 'SEWER' UD OPTION. COVER MARKED 'SEWER' UD OPTION. COVER MARKED 'SEWER'
OR APPROVED EQUAL OR APPROVED EQUAL OR APPROVED EQUAL RI APPROVED EQUAL RI APPROVED EQUAL
RIM ELEV.-6.50' RIM ELEV.-6.50' RIM ELEV°=6.50' RIM ELEV.-6.50' RIM ELEV.-6.50'
GENERAL FLOW SCHEMATIC - PLAN,
ORENCO FT -1544 -3R -4
COMMERCIAL EFFLUENT FILTER
W/ SLIDE RAIL AND LIQUID
SEPTIC TANK 4
8,000 GALLON
CAST IRON MANHOLE RING AND COVER
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OR APPROVED EQUAL
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-
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SCALE: NOT TO SCALE
DATE: 3-14-06
DRWN. BY: J. MILLER
CHKD. BY: P. RUSHING
PROJECT NUMBER
C5003
DRAWING N0.
SHEET NO.
E
I 12 OF 14
__
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GENERAL
FLOW
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PROFILE
3-10 000 GALLON
AEROBIC TREATMENT
UNITS
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PUMP TANK
ZOELLER
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SCALE: NOT TO SCALE
DATE: 3-14-06
DRWN. BY: J. MILLER
CHKD. BY: P. RUSHING
PROJECT NUMBER
C5003
DRAWING N0.
SHEET NO.
E
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DATE: 2-25-06
- DRWN. BY: J. MILLER
ail' HKD. BY: P. RUSHING C
PROJECT NUMBER
C5003 2 0~
DRAWING NO. SHEET NO.
C-10 10 OF 13

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CULTEC CONTACTOR 100 HD , un
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WI VULCAN MODEL
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8 HDPE CONNECTOR w«~ .n =OUNDATION '5`~i ~ ~ SCALE: AS NOTED
BOTTOM OF FOUNDATION STONE ELEV. 4.17' IE ELEV. 4.17 ~ DATE; 4-09-06
b~ 1\ T ~ BY: J. MILLER
SECTION A -A ECTION A_A c CHKD. BY: P. RUSHING
PROJECT NUMBER
,f
e r. C5003
h' r( DRAWING NO. SHEET NO.
V l~
ELEV, .EVATIONS MANIFOLD DETAIL PLAN D3 13 OF 13