20171094 Ver 1_CAMA Application_20170917

Coastal Management
ENVIRONMENTAL QUALITY
August 14, 2017
TO: Karen Higgins
401 & Buffer Permitting Unit
DWR/Water Quality Permitting
REFCEI V
AUG 17�
2017
sroR� 1 QUALlry
RA'17-tING
ROY COOPER
Govemor
MICHAEL S. REGAN
Secretary
BRAXTON DAVIS
Director
2 0 1 7 1 0 9 4
FROM: Debbie Wilson, Wilmington Regional District Manager
NCDEQ - Division of Coastal Management
127 Cardinal Drive Ext., Wilm., NC 28405 debra.wilson(a-)-ncdenr.gov
Fax: [phone] (Courier 04-16-33)
SUBJECT: EXPRESS CAMA
Applicant: Bald Head Island Club, Inc,
Project Location: along S. Bald Head Wynd, adjacent to the Atlantic Ocean
on Bald Head Island, in Brunswick County
Proposed Project: renovate existing amenities and construct additional new amenities
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Debbie Wilson at the address above by September 6, 2017. If you have any
questions regarding the proposed project, contact Debbie Wilson at [phone] when appropriate
in-depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
**Additional comments may be attached**
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 agency objects to the project for reasons described in the attached
comments.
SIGNED DATED
State of North Carolina I Environmental Quality I Coastal Management
127 Cardinal Drive Ext., Wilmington, NC 28405
910-796-7215

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: BHI Club, Inc.
2. LOCATION OF PROJECT SITE: Project site is located along South Bald Head Wynd, on Bald
Head Island, adjacent to the Atlantic Ocean, Brunswick County.
Photo Index - 2006: 11-6178; E -G, 17- 19 Lat: 33°51'42.25"N Long: 78'00'15.75"W
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 8/9/17
Was Applicant Present - Yes
5. PROCESSING PROCEDURE: Application Received - Complete 8/8/17
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Village of Bald Head Island
Land Classification From LUP - Developed/Recreational
(B) AEC(s) Involved: OH
(C) Water Dependent: No
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing -Municipal
Planned - None
(F)Type of Structures: Existing - Private clubhouse, golf course, pro shop, tennis courts, pool
restaurant, volleyball court, croquet greens, playground, cart paths, parking lot, accessory
building, gazebos and pavilions.
Planned - Expansion of golf pro shop, restaurants, 3 new pools, cabana
bars new pool building various accessory structures and utility installation.
(G) Estimated Rate of Erosion: 8 ft./yr. Source - LTAASCR 2011 Update
7. HABITAT DESCRIPTION: [AREA]
OTHER DREDGED FILLED
(A) Vegetated Wetlands
§404 wetlands
(B) Non -Vegetated Wetlands
Other - High ground
361,548 sq. ft.
(disturbed)
(D) Total Area Disturbed: 361,548 sq. ft. (8.30 acres)
(E) Primary Nursery Area: No
(F) Water Classification: N/A Open: No
8. PROJECT SUMMARY: The applicant proposes to renovate existing amenities and expand
with additional/new amenities at the Bald Head Island Club.

BHI Club, Inc.
Page Two
9. PROJECT DESCRIPTION
The project is located off South Bald Head Wynd, adjacent to the Atlantic Ocean, on Bald Head
Island, in Brunswick County. To find the project site from the Bald Head Island ferry terminal,
travel south on Marina Wynd to West Bald Head Wynd. Continue on West Bald Head Wynd,
which becomes South Bald Head Wynd, for a distance of approximately 1.1 miles to Salt Meadow
Trail. Salt Meadow Trail is located on the left and is the entrance to the project site.
The subject property consists of two parcels, totaling approximately 29.2 acres in size (the project
area encompasses approx. 8.3 acres) and is the site of a private club. According to the applicant,
the elevation of the tract averages approximately 6'-7' above Mean High Water (MHW). High
ground vegetation on the property consists primarily of lawn grasses and ornamental scrubs. No
Coastal or §404 wetlands were found within the project area. The properties to the north, east and
west are residential and South Bald Head Wynd abuts the project site to the south. A clubhouse,
pool with concrete decking and covered wood decking (called "The Perch"), a poolside
grill/restaurant (called "The Peli") with restrooms, a children's splash pad, tennis courts, tennis
shop, golf course, golf pro shop, a sand volleyball court, croquet greens, playground and numerous
gazebos, pavilions and golf cart parking currently exist on the property.
The golf course opened in 1974 and the man-made lagoons were constructed prior to that. The
tennis courts, tennis shop, paved golf cart parking pool and the Pelicatessen or "Peli" were built in
1986. This development predated Stormwater Permit SW8-890106, which was one of the first
state stormwater permits issued. The existing playground and sand volleyball court were
constructed around 1995 and the golf pro shop was constructed around 2000-2001. According to
the applicant it is believed that at the time these structures were built they were located landward
of the Ocean Hazard AEC, therefore, no CAMA permit was required.
In 2007 DCM established a Static First Line of Vegetation along the approx. pavement edge of
South Bald Head Wynd after a winter storm in 2004 over washed the dunes and undermined S.
Bald Head Wynd and resulted in a large beach scale nourishment project.
On August 23, 2012, Bald Head Island Club, Inc. received CAMA Major Permit #99-12 for the
construction of a40' by 20' open pavilion. A minor modification to Permit #99-12 was issued on
February 24, 2014 authorizing the construction of the 778 sq. ft. splash pad.
The applicant received a CAMA Minor Permit (Permit #2017-04) for the partial demolition of the
"Pelf" and demolition of the existing pool, upper pool deck of the "Perch", existing splash pad and
clearing/grading and various utility work in preparation of the proposed work within this
application.
The waters of the Atlantic Ocean, adjacent to the project site, are classified as SB by the North
Carolina Division of Water Resources. The waters are not designated as a Primary Nursery Area
(PNA) by the N.C. Division of Marine Fisheries. A portion of the subject property is located within
the Ocean Hazard Area of Environmental Concern (AEC) which extends landward approx. 750'
from the Static Vegetation Line in this area. The proposed development is located within Zone VE
(elevation 15' to 14') and Zone AE (elevation 13') on the Flood Insurance Rate Map. The
estimated erosion rate in the vicinity of the project area is 8 ft./yr. according to the LTAASCR
2011 update.

BHI Club, Inc.
Paga Three
PROPOSED PROJECT:
The applicant proposes to renovate existing amenities and expand with additional/new amenities
at the Bald Head Island Club. Proposed improvements include: (1) expansion of the existing Golf
Pro Shop to include a Members Fitness Center and Golf's Grill; (2) replacement of the existing
pool building and "Peli"; (3) three new pools with concrete decking; (4) renovations of the existing
bathrooms in the "Peli" and a new cabana bar at the existing pool; (5) various accessory structures
such as walkways and cart paths and renovations of the existing playground and (6) grading as
needed and utility installation.
(1) As proposed, the existing Golf Pro Shop would be expanded northward encompassing an
existing golf cart driveway and onto the existing putting green. The expansion would become a
Members Fitness Center and Golfer's Grill. The Members Fitness Center structure would contain
approx. 9,990 sq., ft. of conditioned space and would be located landward of the 480' large
structure (5000 — 9,999 sq. ft.) setback. The Golfer's Grill would be a structurally separate structure
located northwest of the fitness center and would contain 2,500 sq. ft. of conditioned space.
These structures would be elevated, pile -supported to allow for golf cart parking beneath the
buildings. Elevated wooded decking would surround the Golfer's Grill and Fitness Center (see
Figures 3 and 11 of 18).
(2) The applicant is also proposing to replace the existing pool building and "Pelf" with an
elevated, pile -supported restaurant. This structure would contain approx. 4,990 sq. ft. of
conditioned space and would be located landward of the 480' setback. This structure would also
have golf cart parking, mechanical and storage rooms underneath, as well as a handicap accessible
elevator. Elevated structurally independent decks would surround the restaurant (see Figures 3 and
10 of 18).
(3) The applicant is also proposing to install three new pools with concrete decking in the area
where the existing "Peli" and volleyball court are located and east of the existing pool. No changes
are proposed to the existing lap pool; however, the existing splash pool would be removed. The
three pools would include a leisure pool with a cabana/pool bar, a wading pool with various water
cannons and a water slide (see Figures 7 and 8 of 18). As proposed, the pools would be located
landward of the 480' setback. Concrete decking would surround the proposed pools and would be
limited to 5000 sq. ft. each with a 1' wide wood deck strip separating them (see Figures 4 and 7 of
18). The application states that all pool and mechanical equipment would be housed in the existing
pre -Firm tennis shop. The existing tennis shop would be relocated to the Member Fitness Center.
The application also states that there would be multiple tent -like cabanas for seating areas around
the various pools.
(4) The application states that the existing "Pelf" bathrooms would remain in their current
location; however, they would be renovated. A new cabana would be constructed with an approx.
27' by 27' VE rated roof over a modular bar (see Figures 4, 13 and 14 of 18). These structures
would serve the pools.

BHI Club, Inc.
Page Four
(5) The applicant is also proposing various accessory structures such as walkways and cart paths
and renovations of the existing playground. As proposed, a 6' wide wooden beach access walkway
would be located along the west lane of Salt Marsh Trail and would wrap around the proposed
new pool area's eastern boundary, and would also include a walkway to the existing playground
area. The existing wooden golf cart path and entrance to the existing parking lot located at the
northeast corner of the tennis courts, and the 6' wide wooden walkway located south of the tennis
courts including the connecting wooden decks and stairs, would also be replaced. The existing
sand volleyball court would be eliminated due to the placement of the new pool layout. Therefore,
two new sand volleyball courts are being proposed near South Bald Head Wynd after the front
lagoon is filled in (see Figures 3 and 6 of 18). As proposed, the existing playground equipment
would be replaced and the existing playground surface would be resurfaced/maintained.
(6) The applicant is also proposing various grading, excavation and fill throughout the entire 8.3 -
acre project area. As proposed, excavation for the proposed 3 new pools would remove approx.
635 cy. of sand and that material would be used to fill in the two existing man-made lagoons (see
Figures 5 and 6 of 18). According to the application, the lagoon located south of the Club and
adjacent to S. Bald Head Wynd has the capacity for approx. 17,700 sq. ft. of disposal area and the
lagoon located northwest of the existing golf pro shop would provide approx. 9,720 sq. of potential
disposal area. A new approx. 30 linear foot (LF) of wooden bulkhead would also be install along
a portion of the northwest lagoon (Line 3) to contain the proposed fill (see Figure 5 of 18).
According to the application, both subject lagoons have been determined to be non jurisdictional
by the U.S. Army Corps of Engineers (SAW -2009-01963) and by the NC Division of Water
Resources as per a letter dated June 5, 2007 by Joanne Steenhuis. The application states that the
northern lagoon is part of the previously approved and newly submitted stormwater treatment
system; however, the applicant's stormwater engineer (Bruce Marek) has indicated that the
proposed fill within the lagoon would not impact the overall storage capacity for stormwater
volumes. The applicant is also proposing to redesign the golf course hole #9 green area and sand
traps located northwest of the existing golf pro shop by eliminating an existing berm which is
currently blocking the view corridor from the proposed Golfer's Grille and outside seating area.
Maintenance to the existing brick cart path around the golf course is also being proposed as needed.
The applicant states a stormwater modification application has been submitted by Bruce Marek to
the Division of Water Resources (SW8 890106) for concurrent review with this application. The
applicant also states that a sedimentation and erosion control plan will be submitted to the DEMLR
for approval prior to the commencement of all site work proposed within this application.
10. ANTICIPATED IMPACTS:
The proposed development would temporarily disturb up to 8.3 acres of high ground. Approx.
9,720 sq. ft. of Lagoon Pond 9 would be filled to a minimum elevation of 5.5 feet per mean sea
level (FMSL) and the front Lagoon would be filled to a minimum elevation of 4.5 FMSL. All
structures would be located within the Ocean Erodible Area of Environmental Concern (AEC) and
would be located landward of the applicable setback for the structure size.
Submitted by: Debra Wilson Date: August 11, 2017 Office: Wilmington

Bruce Marek, P.E.
5489 Eastwind Rd. Wilmington, NC 28403
910-799-9245
and
Land Management Group, Inc., Environmental Consultants
3805 Wrightsville Ave., Wilmington, NC 28403
August 8, 2017
CAMA Major Permit Application -Project Narrative
Bald Head Island Club - Proposed Amenities Update 2017
Purpose:
The Bald Head Island Club is a private membership club located at 303 South Bald Head Wynd, Bald Head Island,
Brunswick County, NC. Existing Club amenities include an eighteen hole golf course, a clubhouse, a golf pro
shop, a lap pool with concrete decking and covered wood deck (the "Perch"), a children's "splash pad", a
poolside building with restaurant and bathrooms (the "Pelicatessan"), four tennis courts, tennis shop, sand
volleyball courts, croquet greens, playground, various accessory buildings such as gazebos and pavilions,
associated golf cart parking, and utility services. Please see Figure 1.
The Club has experienced a growing membership which the current facilities, largely developed between the
mid 1980s to the mid 1990s, are not able to adequately serve. In response to the members' request for
additional dining facilities and improved pool amenities, the Club has been developing concepts for a major
update for several years. The purpose of this CAMA application is to seek authorization for construction of
these improvements in upland areas within a CAMA Ocean Erodible Area of Environmental Concern (AEC).
Land Management Group and Bruce Marek, P.E. will be co -agents on the CAMA Permit application. Mr. Marek
will be responsible for Stormwater, Site Civil and Utility sealed drawings. Various drawings in this application
include items "borrowed with permission" from project team member's drawings and are sometimes simplified
(i.e. only the building and pool inspector need to know the location of electrical outlets pipe stub ups).
Attribution of drawings to their creators is implied if not always listed.
Existing Conditions:
The majority of work proposed in this application would be located within Brunswick County Parcel 2641G00101
which contains the majority of the existing amenities. The Club holds a lease on the 2.14 ac parcel located
southwest of the Club, between the Club and S. Bald Head Wynd (Parcel 2642F00136). New work and
maintenance of existing amenities is proposed within this parcel (copy of lease enclosed).
The Club faces the Atlantic Ocean and is located on the northern side of S. Bald Head Wynd along Bald Head
Island's "South Beach". The static vegetation line is the measurement line and is located along the seaward
edge of S. Bald Head Wynd. The Ocean Erodible AEC extends 750' from the static line of vegetation. With an
eight foot per year average annual erosion rate, the ocean hazard small structure setback is 240', and the tiered
large structure setbacks begin at 480'. The project area is located entirely within the AEC. The project will
redevelop and improve an existing facility, and very little natural vegetation exists within the project area.
Please see Figures 1 and 2.
History of Existing Development:
The golf course opened for play in 1974, with course and man-made lagoon construction taking place for several
years prior. The main entry road off S. Bald Head Wynd (Salt Marsh Trail) and the initial Club building were
presumably built in the same time frame.
CAMA Major Permit Application -Bald Head Island Club Amenities Update 2017- Project Narrative 810812017. 1

The tennis courts, tennis shop, paved golf cart parking, pool and pool restaurant "The Pelicatessen" or "Peli'S
(i.e. the original amenities) were built in 1986. This development pre -dated Stormwater Permit SW8-890106,
one of the first stormwater permits issued by the state. The permit was by Director's Certification as the sandy
soils have very high percolation rate. Approved stormwater management for all existing development is
retention within four of the man-made lagoons surrounding the golf course.
The existing playground and sand volleyball court were added in approximately 1995. The golf pro shop was
constructed in 2000-2001. Based on site knowledge/research, it is believed that at the time, none of these
features were located in a CAMA AEC and did not require CAMA permitting.
Between 2006 and 2008, CAMA established a Static First Line of Vegetation, along the approximate pavement
edge of South Bald Head Wynd (SBHW) after a 2004 winter storm had over -washed the dune and undermined
the then south lane of SBHW. The current AEC and setback limits were established at that time. Through
NCDCM and the Village of Bald Head Island (VBHI or the Village) efforts, the primary dune was re-established
with a sand bag base structure and re -vegetated. To date, the Village has not sought a static line exemption.
Current FEMA Flood Zones date to 2006, which was prior to the re-establishment of the primary dune. Recent
survey data indicates the top of dune in front of the Club to be in the 16.8 to 17.4 FMSL NAVD 88 range. The
heel of the dune, at the SBHW pavement, is approximately 6.5 FMSL.
Proposed Improvements:
The project area consists of a portion of Bald Head Island Club Parcel 2641G00101 and all of Bald Head Island
Club leased Parcel 2642F00136. The nominal project area is 8.253 acres, which uses the CAMA 750' Offset of
the Static Line as the northern project boundary. The western project boundary is the property line with
neighboring Swan's Quarter (a Bald Head Island Limited condominium project which burned down in 1993).
The eastern project boundary is the eastern property line and includes the Salt Meadow Trail entranceway,
extends east of the main clubhouse, across the croquet green and across a lagoon to the Hammocks (an Bald
Head Association condominium project well outside of the AEC). The southern project area boundary is the
northern right-of-way of Village -owned South Bald Head Wynd. A portion of this project area near South Head
Wynd, and up to the existing pool concrete deck, belongs to Bald Head Island Limited LLC, but is on long term
lease to the Bald Head Island Club. A copy of the lease agreement is included with this submittal. The
agreement allows for the existing croquet green, the playground, filling of the man-made lagoon, and other
recreational features and a nature/hiking trail. See Figures 1,2, and 3 for the project boundary.
In summary, the Club proposes: (1) Expansion of the existing golf pro shop into a Members Fitness Center and a
Golfer's Grill (2) Replacement of the existing pool building ("Peli") with a new Pool Building containing a
restaurant (3) Three new pools with concrete decking (4) Various supporting and accessory structures such as
maintenance of existing bathrooms at the pool (to remain from existing "Peli") and a new cabana bar at the pool
(5) Maintenance of the existing playground and (6) Grading and utility installation.
Membership Fitness Center and Golfers Grill
The existing Golf Pro Shop (301 South Bald Head Wynd) is proposed for a northward expansion across an
existing cart driveway and onto the existing putting green. The expansion will provide the Members Fitness
Center and a structurally separate Golfer's Grill. The proposed Members Fitness Center will be located
landward of the 480' large structure setback and will contain 9,990 sqft of heated and cooled space. The
Golfer's Grill will be located northwest of the Members Fitness Center and will contain 2,500 sqft of heated and
cooled space. Raised wooden decking will be located around the Members Fitness Center and between the
Members Fitness Center and the Golfer's Grill. Please see Figure 3 for stormwater-approved building footprints
and Figure 11 for building details.
CAMA Major Permit Application -Bald Head Island Club Amenities Update 2017- Project Narrative 8/08/2017 2 .

TNe proposed buildings would be located in an AE 13 Flood Zone according to existing FEMA FIRM maps. The
building line expansion area, including exterior raised deck and separate Golfer's Grille have been approved in
the C.2.1 Rev 3 stormwater drawing with Marek's seal date of 6-13-17 and DEMLR Stamp approved 6-13-17.
Sheet B7 of this application, with the same seal/approval dates, shows the floor plans of both buildings and the
architect's perspective illustration. Finish floor elevation of the timber pile -supported structures is 16.92 FMSL
and underside of lowest horizontal structural member measured as underside of approximately 8' high plywood
ceiling over the golf cart parking is 15.28 FMSL NAVD 88. Paved grade area outside of the cart entrance under
the building is about 7'.
As mentioned, the Golfers Grill will be constructed structurally independent of the Members Fitness Center to
meet the CAMA 10,000 sqft limit. Typical details showing how structural deck pilings will be separate from
building piles are provided on Sheet S1 and sealed by Mr. Marek, P.E. The 2,500 sqft Golfer's Grill has been split
off in Stormwater Detail B7 approved 6-13-17. The Golfer's Grill future address will be 297 South Bald Head
Wynd.
Pool Building
The proposed "Pool Building' (future address 299 South Bald Head Wynd) will be a pile elevated restaurant to
replace the Peli. The building will be located landward of the ocean hazard small structure setback, but seaward
of the large structure setback. The proposed Pool Building will total 4,990 sqft of heated/cooled space. Please
see Figure 3 for the stormwater- approved building footprint and Figure 10 for building details.
The Pool Building will be located over an existing asphalt golf cart parking lot and sidewalk. Like the Members
Fitness Center, it will have golf cart parking underneath, as well as a handicap accessible elevator, and
mechanical and storage rooms. It is located in a VE 14 Flood Zone. Finish floor elevation (FFE) for the
restaurant and outside deck seating, per the architect's drawings, is grade elevation +12'. For round numbers,
FFE will be 19.0'. As a VE Zone structure, the measurement to the underside of the lowest horizontal structural
member/girder, in this case the underside of the plywood ceiling over the golf cart parking, will be 17.0'+/-. The
FFE will be much higher than the required VE13'. The elevator, exterior stairways, mechanical (PM&E) &
storage rooms, and golf cart parking are allowed in a VE Zone.
Outside decks will be structurally independent of the slightly less than 5,000 sqft restaurant building. Typical
details showing several options for separation of deck pilings from building pilings are provided on Figure 18 and
are sealed by Mr. Bruce Marek, P.E. The Pool Building is stormwater stamp -approved, as shown on Figure 3 and
Figure 10 (11x17 detail sheet).
Whereas Bald Head Island Club's prior CAMA Permit 99-12 had a clause that all new construction in the CAMA
AEC required a minimum of 8"x 8" or larger piles embedded a minimum of 8' deep, we ask with this permit that
such requirement be modified to allow shallow foundations as may be allowed in ASCE 24 or the NC Building
Code. It is understood that the CAMA 8"x 8"x8' policy was developed in the early 1970s, at a time of fewer
coastal construction regulations and prior to many beach towns having their own building inspections
departments. The existing Golf Pro Shop has such 8"x8" piles, and the expansion will be at least that, with at
least 8' of embedment. The new Pool Building will likewise be at least 8"x8" or larger with 8' minimum of
embedment. The front row of piles will be 10"x10" for breaking wave and floating debris impact calculations.
Aquatics Facility Improvements
Three new pools with concrete decking and accessory structures are proposed where the Pelicatessan and
volleyball court are currently located, east of the existing pool. The existing pool is to remain unchanged as a lap
pool. The existing "splash pool" will be relocated and built new. The proposed pools include a leisure pool with
cabana/pool bar, a wading pool with water features and water cannons, and a water slide with "catch pool".
Please see Figure 4 for location, Figure 8 for water surface areas and Figure 7 for decking details.
CAMA Major Permit Application -Bald Head Island Club Amenities Update 2017- Project Narrative 8/08/20x7 3 .

The new pools will be located landward of the small structure, with only a small portion of the decking,
extending into the 480' large structure setback. Concrete decking is proposed around the new pools, however,
wood decking (1' wide) will be utilized to separate the concrete decking into section of 5,000 sqft or less. Figure
7 provides a typical detail of these separations, and notes the 5,000 sqft maximum sqft requirement. The plan
view of the aquatic center concept plan, Figure 4, also shows wood separators. The exact location of these
separators will be finalized in the pool designers' construction plans, and the 5,000 sqft maximum concrete area
will be met.
All new pools will be designed to meet FEMA VE Zone requirements. The existing pool pumps/equipment are
housed in a portion of the 1986 pre -VE zone tennis shop. New pool equipment will be housed there also, as the
tennis shop will be relocated to the expanded Members Fitness Center. New pool pumps will be of the allowed
VE Zone submersible type.
Bathrooms currently located in the Peli will remain to continue serving the pool. Demolition of the Peli will
avoid the bathrooms, and a small structure (14' x 24') will remain for the bathrooms. Please see Figure 4 for
location and Figure 14 for building details.
A proposed cabana bar will be located landward of the small structure setback, and will be a VE 15 Zone
compliant roof and pile structure. The structure will have a roughly 27' x 27' roof and a modular bar. Please see
Figure 4 for location and Figure 13 for details.
The water slide with its plunge pool will have a 16' x 16' roof over the tower (stairs/top of slide). Please see
Sheet C3 for location and Sheet B9 for details. Five outdoor showers are required by the County for the pools.
Each shower will have a maximum 8' x 8' roof, also see Sheet B9 for details.
Cabanas shown on the pool concept plan (Figure 4) around the seating areas will be tent -like structures.
Maintenance of the existing playground is proposed with replacement of playground equipment and surface
maintenance. Please see Figure 4.
Miscellaneous and Accessory Structures
A 6' wide wood beach access walkway along the west edge of the west lane of Salt Marsh Trail is included on
the 6/13/17 approved Stormwater Plan (Figure 3). The current stormwater submittal expands on that to wrap
around the new pool area's eastern boundary and to include an access walkway to the existing playground area.
The wooden golf cart path/cart entrance to the parking lot at the northeast corner of the tennis courts and the
existing 6' wide wood walkway and its underlying structure, south of the tennis courts 3.5' vegetated buffer,
including its connected wooden decks and stairs, will likely need replacing. While the deck boards have had
replacements over the years, the joists, girders and posts are believed to date back to 1986 when Bald Head
Island Limited owned the Club. The 6' wood walkway south of the tennis courts and any grass or wooden deck
areas up to the pool's concrete deck are included as impervious as part of a pool global impervious area. As the
new pool layout eliminates the existing sand beach volleyball court, two new sand courts are shown near South
Bald Head Wynd, to be constructed after filling of the front lagoon.
We ask that this CAMA submittal become the workplan drawing(s) of record for CAMA as we move forward.
Permit 99-12 was a piecemeal permit starting with an 800 sqft gazebo, then the splash pad and several Letters
of Refinement to the Peli, for the firepit, improvements to the Palm Terrace area of the main clubhouse.
Several miscellaneous small structures have been permitted in stamp -approved Stormwater Detail sheets
(Figures 17, 16, 15, 12) and we request these structures be included in the CAMA approved drawings.
Grading and Fill
A sedimentation and erosion control plan will be submitted to the DEMLR and approved before work requested
in this application begins. The entire 8.3 -acre project area is listed as potentially disturbed, however, that area
CAMA Major Permit Application -Bald Head Island Club Amenities Update 2017- Project Narrative 8/08/2017 4

may be further refined during sedimentation and erosion control permitting. The existing clubhouse is included
in the project area and will not be disturbed. However, the entire area was included to allow for miscellaneous
grading that may be necessary for utility relocations/connections, etc.
Excavation of the three new pools is estimated to remove approximately 635 cy of sand. Disposal for that
material will be on-site within two of the existing man-made lagoons. The lagoon south of the Club, adjacent to
S. Bald Head Wynd, offers approximately 17,700 sqft of disposal area (Figure 7). The lagoon northwest of the
existing pro golf shop (near golf hole # 9) will provide 9,700 sgft of disposal area (Figure 6). Approximately 50-
Ift of retaining wall be constructed within this lagoon to contain the disposed sand. Both lagoons have been
determined to be non -jurisdictional by the US Army Corps of Engineers (SAW -2009-01963) and by the NC
Division of Water Resources (NCDWR Letter, June 5, 2007, Ms. Joanne Steenhuis). The northern lagoon near
golf hole #9 is part of the approved and proposed stormwater treatment. However, the stormwater engineer
(Bruce Marek) has determined that the requested fill will have a negligible effect on the overall storage capacity
and will not impact stormwater volumes.
The golf course Hole #9 Green Area and sand traps, northwest of the existing golf pro shop, will be redesigned
to eliminate a berm blocking the view corridor from the proposed Golfer's Grille and outside deck seating. As
no impervious is intended, this is a sediment and erosion control issue, if not already covered by an exemption
for golf course rework. The brick cart path will also need to be addressed, and will be done so in the Storm
Water Modification. As a land disturbance, we ask that if such maintenance work within a golf course is
considered development or redevelopment under CAMA, it be included in our request.
Additional Authorizations:
CAMA Minor Permit for Demolition
A CAMA Minor Permit application has been obtained for demolition of existing structures to allow for site
preparation and utility installation (Permit 2017-04). Approved grading by the CAMA Minor Permit is limited to
areas already permitted as development on the existing Stormwater Permit, or to development in place prior to
Stormwater and/or CAMA Permitting. Less than 1 -acre of area (0.99 -ac) is approved for disturbance under the
Minor Permit.
The CAMA Minor Permit allows for partial demolition of the Peli; demolition of the existing pool
bathroom/shower buildings, the upper pool deck "Perch", the Kids Meet Building, and the existing Splash Pad;
clearing, grubbing & preliminary grading; and utility work. The permit allows necessary utility work such as
instillation of grease tanks under the parking lot, relocation of approximately 240 Ift of 10" water main, 290 Ift
of 6" water main, the addition of a fire hydrant and fire sprinkler laterals, and possible relocation of a portion of
a 3" sewer force main. The existing Peli and Pro Shop sewer grinder pumps/pump pits also need to be
relocated/replaced and plumbed new by the Village Utility Department. A copy of the Minor Permit and the
approved plan with limits of disturbance is enclosed for reference.
State Stormwater Permit
A Minor Modification of SW8-890106 has been submitted for review concurrent with this application. The
pending stormwater modification would authorize the proposed aquatic center improvements, as the proposed
Members Fitness Center, Golfer's Grill, and new Pool Building are approved by a 6/13/17 of the stormwater
permit.
State Sedimentation and Erosion Control Permit
A sedimentation and erosion control plan will be submitted to the DEMLR, with approval obtained, before
beginning any site work proposed in this application.
CAMA Major Permit Application -Bald Head Island Club Amenities Update 2017- Project Narrative 8/08/2017 - -5

4
Local Building Permits and FEMA Compliance
Through discussions with NCDCM, the Brunswick County Health Department and the Village of Bald Head
Island's Development Department, the Village Building Inspector, Mr. Stephen Boyett, will be the AHJ (Authority
Having Jurisdiction) for determining what is acceptable in a flood zone and structurally sufficient. FEMA
Technical Bulletins 5 (Free -of -Obstruction Requirements) and FEMA Technical Bulletin 55 (Coastal Construction
Manual, Principles and Practices of Planning, Siting, Designing, Constructing and Maintaining Residential
Buildings in Coastal Areas), ASCE 24 (Flood Resistant Design and Construction), ASCE 7 (Minimum Design Loads
for Buildings and Other Structures), NC Building Code Chapter 31 (Special Construction) and Chapter/Appendix
G (Flood Resistant Construction) are some of the relevant documents which will be utilized for compliance
standards.
County Pool Permits
The Brunswick County Health Department, through its pool plan review department headed by Ms. Bobbi
Johnson, and its Pool and Restaurant Inspections Department agent Ms. Melissa Lombardi, are the AHJ for the
pools and pool facilities per 15A NCAC 18A.2500 NC Rules Governing Public Swimming Pools. County
applications, specifications, drawings and documents required by the above AHJ's are much more extensive
than required for this State CAMA, Stormwater and Sediment & Control Plan Express Submittal Request
dictates.
We ask that the state permit process acknowledge the local control of said items, and that the Bald Head Island
Club, through its architects, engineers, planners & environmental team will satisfy the Flood Zone and Health
Department Requirements. Mandatory pool fencing/gates, and ADA/Life Safety Items should be considered as
correctly placed even if not shown.
CAMA Major Permit Application -Bald Head Island Club Amenities Update 2017- Project Narrative 8/08/2017 6

DdCM RIIP-1
APPLICATION for
Mayor Development Permit
(last revised 12127106)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Project Name (if applicable)
Bald Head Island Club Inc
Bald Head Island Club Amenities Update 2017
Applicant 1: First Name
MI
Last Name
Bald Head Island Club Inc
Agent/ Contractor 2: First Name
MI
Applicant 2: First Name
MI
Last Name
c/o Mr. Robert
Mailing Address
Norton, General Manager
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
PO Box
City
State
PO Box
3070
Bald Head Island
NC
ZIP
Country
Phone No.
FAX No.
28461
28403 (both)
910-45 7-7300 ext.
910 - 457 - 7395
Street Address (if different from above)
City
State
ZIP
Email
[e-mail]
2. Agent/Contractor Information
Business Name
Land Management Group, Inc And Bruce Marek, P.E.
Agent/ Contractor 1: First Name
MI
Last Name
Laura
Stasavich
Agent/ Contractor 2: First Name
MI
Last Name
Mr. Bruce
Marek
Mailing Address
PO Box
City
State
3805 Wrightsville Ave, Suite 15 (LMG); 5489 Eastwind Road
Wilmington
NC
(Marek)
ZIP
Phone No. 1
Phone No. 2
28403 (both)
910 - 452 - 0001 ext. LMG
910 - 799 - 9245 ext. Marek
FAX No.
Contractor #
910 452 0060 (LMG)
N/A
Street Address (if different from above)
City
State
ZIP
Email
[e-mail]-, [e-mail]
<Form continues on back>
252.808.2808 1.888-4RCOAST nccoastalmanagam:_nt,net

Form DCM MP -1 (Page 3 of 6)
APPLICATION for
Major Development Permit
3. Project Location
Site Description
County (can be multiple)
Street Address
b. Size of entire tract (sq.ft.)
State Rd. #
Brunswick
Ex. Clubhouse is 303 S. Bald Head Wynd; Ex. Pro Golf Shop is
c.
Size of individual lot(s)
301 S. Bald Head Wynd.
No new parcels, Also see narrative,
Subdivision Name
City
(If many lot sizes, please attach additional page with a list)
State
Zip
N/A
Bald Head
Island
NC
28461 -
Phone No.
Lot No. (s) (if many, attach additional page with list)
- - ext.
Existing, parcels, 2641G00101, 2642F00136,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
t'' c
Atlantic Ocean
c. Is the water body identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.
®Natural ❑Manmade ❑Unknown
Atlantic Ocean
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
®Yes ❑No
work falls within.
the AEC on the NW comer of the project area. On parcel 2642F00136, a croquet green and a portion of an existing
Village of Bald Head Island
4.
Site Description
a.
Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
None
8.3 -ac project area
c.
Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
No new parcels, Also see narrative,
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
avgs 6' to T MSL (NHW approx T MSL) ❑NHW or
❑NWL
e.
Vegetation on tract
Project site is currently developed as the Bald Head Island Club. The majority of the site is built upon with roads, parking
areas and existing buildings. Remaining areas are landscaped or are maintained recreational areas including a pool with
concrete decking, tennis courts, sand playgrounds, grassed croquet greens, and golf course fairways. Little to no natural
vegetation remains.
f.
Man-made features and uses now on tract
On parcel 2641 G00101, the existing Bald Head Island Club includes the existing clubhouse; the existing Pelicatessan at the
existing lap pool, existing tennis courts; existing accessory buildings incl tennis shop, existing pro golf shop, access road
and cart parking areas; various accessory buildings such as gazebos, greensward. A portion of golf hole #9 is located within
the AEC on the NW comer of the project area. On parcel 2642F00136, a croquet green and a portion of an existing
playground.
g.
Identify and describe the existing land uses adjacent to the proposed project site.
The project area is adjacent to and accessory to the Bald Head Island Club's golf course. Single family and multifamily
residential are adjacent uses in addition to the golf course.
h.
How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
PD -1 (planned development 1 district)
(Attach zoning compliance certificate, if applicable)
®Yes ❑No ❑NA
j.
Is the proposed activity part of an urban waterfront redevelopment proposal? []Yes ®No
k.
Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yes ®No ❑NA
If yes, by whom?
I.
Is the proposed project located in a National Registered Historic District or does it involve a []Yes ®No ❑NA
National Register listed or eligible property?
2.52-808-2803 .. 1-888-4RCOAST ., www,nccoastalmanagament.net

Form DCM MP -1 (Page 4 of 6)
<Form continues on next page>
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? []Yes ®No
(ii) Are there coastal wetlands on the site? ❑Yes ®No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ®Yes ❑No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
Municipal wastewater treatment.
o. Describe existing drinking water supply source.
Municipal water supply.
p. Describe existing storm water management or treatment systems.
Stormwater treatment for existing facilities at the Bald Head Island Club is provided by a stormwater management plan
approved under SW 890106, subsequent modifications, and specifically by the latest modification dated 6/13/17.
5. Activities and Impacts
a.
Will the project be for commercial, public, or private use? ®Commercial []Public/Government
❑Private/Community
b.
Give a brief description of purpose, use, and daily operations of the project when complete.
Work requested in this application will improve Bald Head Island Club amenities and services by increasing restaurant
capacity and improving pool amenities. Initial development of the club began in the late 1980s and many of the existing
amenities have not been updated since the mid 1990s. With a growing membership, the need for improved and expanded
pool facilities and larger dining areas/expanded dining options have been identified by the members. The proposed
expansion would address these needs.
c.
Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored.
Equipment will include standard commercial construction equipment such as pile drivers, backhoes, etc. The entire property
is upland, and equipment will be stored on the property during construction.
d.
List all development activities you propose.
Replacement of existing pool building with new pool building containing restaurant, replacement and expansion of existing
golf pro shop for a members fitness center and a new golfer's grill restaurant. Improvements to the pool amenities including
construction of three new pools and associated decking (existing pool and deck to remain). Maintenance of existing
playground. Various accessory buildings such as bathrooms at pool, bar at pool, construction supervisors shed- see plans
for details.
e.
Are the proposed activities maintenance of an existing project, new work, or both? Both
f.
What is the approximate total disturbed land area resulting from the proposed project? 8.3 ❑Sq.Ft or ®Acres
g.
Will the proposed project encroach on any public easement, public accessway or other area ❑Yes ®No [INA
that the public has established use of?
h.
Describe location and type of existing and proposed discharges to waters of the state.
No direct discharges to Waters of the State are proposed. Existing stormwater permit SW8 890106 currently authorizes the
proposed pool building expansion, the proposed pro golf building expansion for members fitness center, and the new golfer's
grill. The stormwater permit will be modified concurent with this application to authorize the new pool decking and
associated accessory buildings.
i.
Will wastewater or stormwater be discharged into a wetland? ❑Yes ®No ❑NA
If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes ❑No ®NA
j.
Is there any mitigation proposed? ❑Yes ❑No ®NA
If yes, attach a mitigation proposal.
252-808-2808 .- 9-888-4RCCAST .. www.nccoastaImanagement.net

Form DCM MP -1 (Page 5 of 6)
<Form continues on back>
APPLICATION for
Major Development Permit
6. Additional Information
in addition to this completed application form, (MP -1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) — (f) are always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. 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.
Name Village of Bald Head Island (S Bald Head Wynd) Phone No.
Address PO Box 3009, Bald Head Island, NC 28461
Name Bald Head Island Limited Phone No.
Address PO Box 3069, Bald Head Island, NC 28461
Name Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
SW 890106, Bald Head Island with 6/13/17 modification CAMA Permit 99-12
SEC permit number unknown, Bald Head Island Ltd, est 1988 (for "Bald Head Island Clubhouse")
SAW -2009-01963
h. Signed consultant or agent authorization form, if applicable.
i. Wetland delineation, if necessary.
J. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
7. 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 the conditions and restrictions contained in the permit.
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.
Date _8 August, 2017.
Print Name Land Management Group, agent
Please indicate application attachments pertaining to your proposed project.
®DCM MP -2 Excavation and Fill Information ❑DCM MP -5 Bridges and Culverts
®DCM MP -3 Upland Development
❑DCM MP -4 Structures Information
292-808-2808 .. 1-889-4RCOAST .. www.necoastalmanagernent.net

Form DCM MP -2
EXCAVATION and FILL
(Except for bridges and culverts)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP -1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
1.
Access
[:1 This section not applicable
a.
Amount of material to be excavated from below NHW or NWL in
b. Type of material to be excavated.
Other
N/A- None below NHW.
Channel
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
Breakwater
(excluding
shoreline
(NLW or
Upland excavation for new leisure pool, kiddie pool, new
or other wetlands (WL)? If any boxes are checked, provide the
plunge pool at water slide, estimated to be 635 cy.
number of square feet affected.
NWL)
[]CW []SAV []SB
OWL ❑None
stabilization
Length
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Width
2.
DISPOSAL OF EXCAVATED MATERIAL
❑This section not applicable
a.
Location of disposal area.
b. Dimensions of disposal area.
Disposal in man-made, non -jurisdictional lagoons located
Avg. Existing
on parcel 2642F00136 and a small portion of the man-
sq. Golf course lagoon #9 is 9,720 sq.ft.
made, non jurisdictional lagoon near golf hole #9 on parcel
NA
NA
26641 G00101.
Depth
c.
(i) Do you claim title to disposal area?
d. (i) Will a disposal area be available for future maintenance?
®Yes []No ❑NA
[]Yes ❑No ®NA
(ii) If no, attach a letter granting permission from the owner.
(ii) If yes, where?
Final Project
NA
NA
Depth
1.
EXCAVATION
[:1 This section not applicable
a.
Amount of material to be excavated from below NHW or NWL in
b. Type of material to be excavated.
cubic yards.
N/A- None below NHW.
None from below NHW.
c.
(i) Does the area to be excavated include coastal wetlands/marsh
d. High -ground excavation in cubic yards.
(CW) submerged aquatic vegetation (SAV), shell bottom (SB),
Upland excavation for new leisure pool, kiddie pool, new
or other wetlands (WL)? If any boxes are checked, provide the
plunge pool at water slide, estimated to be 635 cy.
number of square feet affected.
[]CW []SAV []SB
OWL ❑None
(ii) Describe the purpose of the excavation in these areas:
N/A
2.
DISPOSAL OF EXCAVATED MATERIAL
❑This section not applicable
a.
Location of disposal area.
b. Dimensions of disposal area.
Disposal in man-made, non -jurisdictional lagoons located
Lagoon on parcel 2642F00136 (south of the club) is 17,700
on parcel 2642F00136 and a small portion of the man-
sq. Golf course lagoon #9 is 9,720 sq.ft.
made, non jurisdictional lagoon near golf hole #9 on parcel
26641 G00101.
c.
(i) Do you claim title to disposal area?
d. (i) Will a disposal area be available for future maintenance?
®Yes []No ❑NA
[]Yes ❑No ®NA
(ii) If no, attach a letter granting permission from the owner.
(ii) If yes, where?
e. (i) Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? if any boxes are checked, provide the
number of square feet affected.
[]CW []SAV ❑SB
OWL ❑None
(ii) Describe the purpose of disposal in these areas:
N/A
f. (i) Does the disposal include any area in the water?
®Yes ❑No ❑NA
(ii) If yes, how much water area is affected?
Disposal in man-made, non jurisdictional lagoons. Disposal
into lagoon south of club (on parcel 2642F00136)
approximately 17,700 sq.ft. Disposal in golf course lagoon # 9
approximately 9,720 sq.ft.
252-808-2808 :: 1-888-4RCOA8T :: www.nccoasiaimanagement.net
revised: 12/26/06

Form DCM MP -2 (Excavation and Fill, Page 2 of 3)
a. Type of shoreline stabilization: b. Length:
❑Bulkhead ❑Riprap ❑Breakwater/Sill ❑Other: Width:
c. Average distance waterward of NHW or NWL: d. Maximum distance waterward of NHW or NWL:
e. Type of stabilization material: f. (i) Has there been shoreline erosion during preceding 12
months?
[]Yes ❑No [INA
(ii) If yes, state amount of erosion and source of erosion amount
information.
g. Number of square feet of fill to be placed below water level. h. Type of fill material.
Bulkhead backfill Riprap
Breakwater/Sill Other
i. Source of fill material.
4. OTHER FILL ACTIVITIES ®This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? ❑Yes ❑No [INA b. (i) Will fill material be placed in coastal wetlands/marsh (CW),
If yes,
(ii) Amount of material to be placed in the water
(iii) Dimensions of fill area
(iv) Purpose of fill
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
OWL ❑None
(ii) Describe the purpose of the fill in these areas:
5. GENERAL
a. How will excavated or fill material be kept on site and erosion b. What type of construction equipment will be used (e.g., dragline,
controlled? backhoe, or hydraulic dredge)?
For disposal in lagoon, material will be contained within the existing dumptruck, backhoe
lagoon and fill will match adjacent elevations. If grading around
the perimeter of the pond is necessary, silt fencing can be
installed around the area.
c. (i) Will navigational aids be required as a result of the project?
❑Yes ®No [INA
(ii) If yes, explain what type and how they will be implemented.
d. (i) Will wetlands be crossed in transporting equipment to project
site? ❑Yes ®No []NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
252-808-2808 :: 1-888-4RCOAST :: www.accoastaimanagement.net revised: 12/261,06

Form DCM MP -2 (Excavation and Fill, Page 3 of 3)
August 8, 2017
Date
Bald Head Island Club Amenities Update 2017
Project Name
Bald Head Island Club Inc.
Applicant Name
Land Management Group, agent
Applicant Signature
252-808-3808 :: 1-888-4RCOAST :: www.nccoastaimanagement.net revised: 12/26/06

Form DCM MP -3
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP -1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures
proposed.
Three new main buildings are proposed: (1) New pool
building with restaurant to replace the existing
"Pelicatessan" (2) Member fitness center building to replace
existing pro golf shop and (3) New building for Golfer's Grill
restaurant. Expansion of the existing pool is requested with
the existing lap pool and concrete decking to remain. New
aquatic features to include: (1) New leisure pool (2) New
wading pool (3) New plunge pool at water slide and (4)
Relocation of the existing splash pad/pool. Accessory
buildings will support the proposed aquatic center
expansion and will include: (1) New cabana bar at the
proposed leisure pool, (2) Relocated bathrooms at pool (3)
New water slide tower (roof) (4) Roofs for outdoor showers,
(5) Various accessory buildings previously authorized by
Stormwater- as shown on plans.
c. Density (give the number of residential units and the units per
acre).
N/A- no residential units proposed.
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.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
®Yes ❑No ❑NA
(ii) If yes, list the date submitted: To be submitted concurent
with this application
g. Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and/or built -upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking.
N/A- No Coastal Shoreline AEC present in project area.
i. Give the percentage of the entire tract to be covered by impervious
and/or built -upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
—59% of 8.3 -acre on-site project area (see stormwater plan
BUAs)
j. Describe proposed method of sewage disposal.
b. Number of lots or parcels.
N/A- no new subdivision
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
8.3 acres- maximum area. To be refined by state -
approved sedimentation and erosion control plan.
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
Concrete decking around pool amenities (concrete decking
with wooden breaks to maintain sections under 5,000
sq.ft.). Asphalt or similar material for parking underneath
proposed buildings.
h. Projects that require a CAMA Major Development Permit may also
require a Stormwater Certification.
(i) Has a site development plan been submitted to the Division of
Water Quality for review?
®Yes [-]No ❑NA
(ii) If yes, list the date submitted: _Proposed new pool
building, new members fitness center building and new
golfer's grill buildings have been approved by 6/13/17
modification of SW8 890106. Modification for pool
amenities to be submitted by Bruce Marek, PE, for express
review concurrent with this application.
k. Have the facilities described in Item (i) received state or local
252-808-28082:: 1-888-4RC0A3T :: www.nccoastalmanagement.net revised: 12/'26/06

Form DCM MP -3 (Upland Development, Page 2 of 2)
Municipal sewer system.
I. Describe location and type of proposed discharges to waters of the
state (e.g., surface runoff, sanitary wastewater, industrial/
commercial effluent, "wash down" and residential discharges).
No direct discharges to waters of the state are proposed.
Stormwater from existing impervious cover is retained in
four of the man-made lagoons along the golf course.
Treatment of runoff from new impervious cover will be
the same. A Minor Modification of the state stormwater
permit is running concurrently with this application.
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
Municipal water system.
o. When was the lot(s) platted and recorded?
Deed for parcel was recorded in 1987 (book 0717/pg 1049)
August 8, 2017
Date
Bald Head Island Club Amenities Update 2017
Project Name
Bald Head Island Club Inc
Applicant Name
Land Management Group, agent
Applicant Si atu e
t
approval?
❑Yes ®No ❑NA
If yes, attach appropriate documentation.
m. Does the proposed project include an innovative stormwater
design?
❑Yes ®No ❑NA
If yes, attach appropriate documentation.
n. (i) Will water be impounded? []Yes ®No [INA
(ii) If yes, how many acres?
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
❑Yes ❑No ®NA
252-808-2808 :: 1.888-4RCOAST :: www.nccoastaimanagement.net
revilsedk 42/26/06

GOOGLE EARTH IMAGE HAS DISTORTION, SO PROJECT BOUNDARIES, CAMA SETBCKS & FEMA ZONES HAVEE BEEN ADJUSTED TO APPX MATCH
AE13 •'
VE1
VE14MOEN
VE15
r'
Bald Head Island Club
Existing Conditions Showing CAMA Major
Project Boundary August 2017
8.3 Acres± for
Expansion of Existing Golf Shop/Existing
Fitness Center to 9,990 sf, Landward of
480' CAMA Setback, AE13
Addition of an Appx 2500 sf "Golfers'
• , Grill" on same level as Fitness Center,
• Landward of 520' CAMA Setback, AE13
There is also appx 6500 sf of elevated
Main' C�6bhouseASO' deck, also structurally independent.
Off 'S t
o„ Bald Head
C ; 4 Aquatic Center, Addition of 4 new Pools.
Between 240' CAMA Offset and 480'
Offset. Mostly VE 15 or VE 14, at
existing Splash Pool and Volleyball Court.
North Corner of Pool Area at Water Slide
is in an AE 13 Zone. Note Pool Site is
Scheduled to become AE9 Zone based on
PrFEMA FRIP Website Proposed Flood Maps.
tiReplacement
Wdrt*
of the Existing "Peli" Pool
1
Restaurant with an elvated deck new
•E14
4990 sf Pool Restaurant, with additional
structurally independent outside deck
VE14
seating. Between 240' and 480' CAMA
z
. o
�. •.
•
hS20,
Setbacks, VE 14.
•
1
Offse t
• ro
..
; s"'2
.
•�
80'
Replacemetn of 1995 Playground
•�
.•••
Offset Equipment. Between 120' and 240'
.
CAMA Setbacks. Outside of AEC when
%First
Installed.
�
"
Fliiling of the Front Man—Made Lagoon
.��
south of the existing swimming pool next
*1
Saltado
.
to the playground. Appx 17,700 sf
Clu • •
• • '•
Water Surface Area. (From new pools
i Ffrom
Bald
Head Island
Q>J
excavation)
Limited,
Filling of 9200 sf of the dogleg portion
*'
of the Hole 9 Lagoon north of the
Project:
tennis courts. Green 9 most likely to be
Date:
Revision Date:
CAMA Major Permit Application
08/07/2017
reconfigured, providing a source for fill.
•
� •
C
Bald Head Island Club -Amenities Update 2017
Scale:
1° = 100
Job Number:
LMG #01-14146A
O -�
ff 0 100' 200' ' "` - 300'
Sett WILMI"
Title:
;.
•
Existing Conditions
Drawn By:
Bruce Marek, PE
Figure:
CAMA 1 of 18
I .1 IJN, t
J
AUG 0 8 2017

GOOGLE EARTH IMAGE HAS DISTORTION, SO PROJECT BOUNDARIES, CAMA SETBCKS & FEMA ZONES HAVEE BEEN ADJUSTED TO APPX MATCH
AE13
VE 1 •'
VE14 •'••
VE15
Proposed Fitness Center
t% �OExpansion with Structurally
Independent Golfers' Grille
o�
o;,ok
L
SpA
Ai.
i
/
/
/
•♦ 1 Salt Meadow Trail /
Club has long term lease
from Bald Head Island
'%� Limited, LLC
U
S� E �6 ,
207� �_7�,
or A
r
ffsot °Jeot
303
3ald
Main
South
Head
Bald Head Island Club
Proposed Conditions Showing CAMA Major
Project Boundary August 2017
8.3 Acres± for
Expansion of Existing Golf Shop/Existing
Fitness Center to 9,990 sf, Landward of
480' CAMA Setback, AE13
Addition of an Appx 2500 sf "Golfers'
Grill" on same level as Fitness Center,
Landward of 520' CAMA Setback, AE13
There is also apex 6500 sf of elevated
Clubhouse ASO'deck, also structurally independent.
Bald Head Wynd �ff�at
Island, NC 28403 s Aquatic Center, Addition of 4 new Pools.
\/F1 4
Project:
CAMA Major Permit Application
Date:
08/07/2017
Between 240' CAMA Offset and 480'
Bald Head Island Club -Amenities Update 2017
Bald Head Island Club
;' Offset. Mostly VE 15 or VE 14, at
Title:
CAMA Resource Limits
and Proposed Improvements
Deed Book 00717 Pages
,�' existing Splash Pool and Volleyball Court.
1049-1051
,°' North Corner of Pool Area at Water Slide
is in an AE 13 Zone. Note Pool Site is
Scheduled to become AE9 Zone based on
FEMA FRIP Website Proposed Flood Maps.
�Y
Replacement of the Existing "Peli" Pool
r- 1`3
Restaurant with an elvated deck new
'
4990 sf Pool Restaurant, with additional
structurally independent outside deck
'`-
'=-• 60 e<
seating. Between 240' and 480' CAMA
•P�°
S201 20' Setbacks, VE 14.
offs°t
..
e;����°VE14
•
8 , Re lacemetn of 1995 Pla round
0 p Y9
r_ d
. Vis,-
0ftso Equipment. Between 120' and 240'
5
AMA Setbacks. Outside of AEC when
First Installed.
\/F1 4
Project:
CAMA Major Permit Application
Date:
08/07/2017
Revision Date:
Bald Head Island Club -Amenities Update 2017
$Cale;Job
1�� = 100'
Number:
LMG #01-14-146A
Title:
CAMA Resource Limits
and Proposed Improvements
Drawn By:
Bruce Marek, PE
Figure:
CAMA 2 of 18
ZC
Fliiling of the Front Man—Made Lagoon
south of the existing swimming pool next
to the playground. Appx 17,700 sf
Water Surface Area. (From new pools
excavation)
Filling of 9200 sf of the dogleg portion
of the Hole 9 Lagoon north of the
tennis courts. Green 9 most likely to be
reconfigured, providing a source for fill.
0 0 100' 200' 300'
S�tl

e
d
c
b
a
7 6 5 4 3 2 1 �`
22
nA
r
s
Zr
;001
ZZ
A Qtlns Qalaa B,
B.FinaPolo. SWIINTaa
D�
ON
e1
e1
D
'Awd
m
Ppm Tartao Pab M9. Re,am wr+xONe+
R Ppm Taro Pmn
N
CAMA PROJECT AREA 8.30 ACRES±
Prm Tiro bel
NC all Y
TO 750' AEC BOUNDARY
N
(CLUB OWNS MUCH MORE LAND)
Nf J
N�
LIO 216.80
_ SBl•07'17'E
L
DA2 LAGOON ! L$
Pond 9
L7
Cr -9.
1 l4 A ,.
L,7 VE
4
N - -8720 SFt TOB
�• Lely .�, /S J
ti -
�d Pe
aQG150.09
/Sid' d
sn �i2 '
9� _
-
��l 5
-
s53.12'19•E
W J -
AAFA-
d� bPa+°`xi ualEn suarsiDE
2,em
/e461 L2 .� T
-_ m5'23'47ry LI
7 ----`
Fh'S
qRr gay �6��r1i�-� -
0,, ©L 4 Vy
6
X
SINCE 2012, SW8-890106 STORMWATER ONSITE PROJECT AREA HAS BEEN 141.3 ACRES -
19.11 ACRES WATER SURFACE AREA = 122.19 ACRES.
THIS PERMIT MAJOR MODIFICATION RETAINS THE 141.3 ACRE TRIBUTARY BASIS, BUT
RESETS THE ON-SITE DRAINAGE AREA TO 479,00 sf (11.0 ACRES), WITH THE REMAINDER
BEING OFFSITE, TO BETTER REFLECT THAT THE ORIGINAL DIRECTOR'S CERTIFICATION
DA1 LAGOON FOR BALD HEAD ISLAND CLUB CLUBHOUSE/CLUBHOUSE/CLUB AMMENITES.
= Pond 1
TO SIMPLIFY CALCULATIONS AND BY ACKNOWLEDGING THAT THE MAN-MADE GOLF
COURSE LAGOONS ARE PIPED TOGETHER, THE 4 DRAINAGE AREAS ARE NOW COMBINED
INTO ONE.
J'7q
00
f�C
-:<%:' RA
DA3 LAGOON
= Par 10
vi
.. -1
,L Lr11
.r►70.
4rA' 0��w
IDENTIFIABLE BUILDINGS AND BUA
REFERENCE INFORMATION
r. •ar�r+�oaaa s
NMI mg�
E'Fti��'R1�.01,XMif77 EI
[,•„a}j!if!=+1y'not�©1=9111F'lTfl�
aoaas
aaalas
A aaaas
1�•rrria•rr.^rt.+1•r.�.r!rn
.. -... � • •. _ -_� � pbi- Pea LaMaru NPMtl prdMsedn9•onnamdaa0n alo.alm4bi$roaeit.
♦,� i.`R . -'k-n y ioW1 nae cMFsp-ew +> 9rarym•«Ip..mdp•ropWr•rwaae•wr..am m,asar s..ra•M.
ossa aB
'�/ � Pa VBMI hmh nn 1 aoMaddeJ nme ea abP dr.
VIE
_ ±ala, ew On Doblu snM lall.l aww 3,W aaay.WapFan. w.btlmalmMmum7, Wl
GR � T Om . 1 1- 1 ae t mal Fdn M Fbd Gbep a,papar Arae, b nae MHarN
De Pad Pbm gapwmrarrydr,prMMmrera4 Yyua B.IdsM
PF ---. - sumo. neo M'SAI,.mYai9b MPea Ot4el eaarrybelus os.wad..
Ab t� Project: Date: Revision Date:
,tom CAMA Major Permit Application 08/07/2017
Bald Head Island Club -Amenities Update 2017 Scale: 10b Number: Stormwater Notes
IAi. __ _ Bmrwlr CaleeY 1Nale Daprblrl•SpM pool Rube reauin Mh9mum }• slope per foal dfinaga aweY hon Paola. ane rho pool aepraam reawrr^p. Finr Pad Gradrg w1p ae per
< Title: has been reduced LMG #01-14-146A Pm10®I,I Itre Fbn Mwe esaaneM UMMw mpdMlaaure Palmae el ebva5m 10,ma. weamLP. Y,ler,a lepp rdaaaa loll par area.
7199
Stormwater Management Plan Drawn By: Figure:
Bruce Marek, PE CAMA 3 of 18 upanlprtperagMa sobewym.laAnenl g4norewmw ap.ad.nae, aasm anw. amq reisamA ayd, emaaremmlaauimesamd aloadrespao�mbde. rOeapa9nlsa atormwen aaxelooAw4la(Mr l'Ipwe Enn)e lea9paravplD•eDaolrc. cwoaaween a.apmpmty w,ee.nMA. mb�mmmwauenzaamrxaedrtmmao:nimwanm9 epbowan
e�
moNple dscreb df an es aneeded.
I✓ -naoeawpml DA3 iDoWbo-n Oelow faR E,AW rs
IJ
Bald Head and Club
1 salt Mash Tray
Bald Head Island, INC
Lot: 33.8818' N
Long: (-) 77.9944' W
7
vicinity Map
no scale
e
Id
C
b
Goa
ser"ft. - Boding Emembn err W. parhlno mai afro b Pppn9 a.
b- d M nM±pooh lea La9mna pa p p
Dept, we.1 imply of, M Ian ann 2.= ma 1 dbd" uaert III uan9 m * doo.e dWhW9re l nedaN�
THERE ARE NO WETLANDS IN THIS 11.0 ACRE ON SITE PROJECT AREA LIW TABLE Lagoon Fill COIcS
LEGEND L1 2&31' Swartl,r 9 MBadHead prrCAD 2018La9arVdumaFAnaMNPot d9,Ga9Caa•eMagawRPmyrn La9omWawS a elven WSA)fr
L2 19.54 S2W E Thence La .wdribrMrpr+rM P I(eWlLgom)•594saw,Vpnme• 2&58ave1LMoo DmR•524.
club drainage area plan 1"=60' when 7&71' N7I13777E pipe inbrmarcbe GA Course Lawon S'Yffim, to a Wra Sapae Nr r Appx 11.10° Pura9(e4WIa9dm)• 1.9 a aea.Vdule• 9.25 eoa R roan Dne•adr.
On-•Ite "Parking"- 1294 N01•tOZ1Y7 r 9wa a®.Ira moan dand3.4, MsWmtapry 81.950x& wa Pmp_flft 0. Parr 101. aA3 Lswa11•&2 eosa. VOArra•11.97 aa•Rrw1OM•&e2.
plotted on 24"x36" arch d r mbAaan. M 4.5 FMSL a a.eaar. Acer fit appl war. aLan r•ewdn. 51,9sa Wr18(u QMLagm &7avae•Va-32.97e ft:IlaanoM•?19.
Hatch: Honey Lb 1&57 N12-Mlrr
Tip Sod. 2o, Calor 256 - 0 60' 120' 180' 60' 2@b' 300' LB 1724 N zr • %t o w m.e b . Ma r b prapaa.a cam pad a.�ano .r "'""s d.am.
erelg Irma The Go9 h & Lagoons are Lialed aagmra ay pghq. TMa sA m ma mos L+9aom h M oreral arrsn• W I wi s+a'Par nx' ®kaeaons m the sows 1 Palo. as Tres M
V 23.54 N i2'3T33E &. 0 Ab & Aasoaples In 2012.
On -ate •SE'eett I I I I - I I I I ld 23.83' N OB'ST17E lha par 9= ex-DA2 Lagoon k MOPned to Da Metl M a V5A d B7ia C. By Aubnd Sum d Aeove 1 Palls = 19.1 eves, Vdume = 9&.15 xa e; Mnn Dre+l =157.
Hatch: Neta 00.51' N 4 '40Z Ansa and uarg ShnpsaYe RWe,o rak tae wlumm, tlr pond re,M- W Px 1900 a yW Ca.angh uNd 19.11 saes VISA, uehg 2 dad,W pleas. arbwair 9ar.tl 7-1-17 _ always s verif with graphic scale eN¢awra: Pc.neSea
Tip Scale: 1000, Odor zso Y Y 9 P L10 zs.o3 N 11'1B'51E d l Aam97 d fraaand MI needs io be fined, an apex 530 add ma e.d m b 19.2 ung / dadmal la dace a wgh m i earta. SFA ID COP 6 avAaAaz - MSEA rP
Drainage Area On -Site a.........I L112 91.91' N2Y79'2fPE b1bwd1s0ewyds TtipIan.ame homredesgwng Green 99, pl�waMnde Ua, nn,n Use,no' aar Oetlgn stmt A9E rm CWett ♦rA raE SII ,- T+) kr__Iim -.. ak aanw c«ear i`. ids
'OMer Impervious 11 Acre Boundary L1z 11.19' br[arer tlb Mswd9dewe agavaUln9 me Proposed Goeem'Gnl err ebvapd aaAg Uag mb vipniil BUA.1.S=7012320px1S/17'pan•12&WOart -_J >> ane woe o pZ s« 1,¢,i°ie
10Hath: Mound CAMA 8.3. Acre Bounder L+ xa/r
Typ Scda chat lNyrr ovAldnsillo bete FMSL.Agonov hp5lmpaon's WVolume 128,190an/(142 avaa43,5B0 s0aae)•0.15•1.eT pvrrY• -
v.. 00, Odor 250 Y _ _ _ _ _. _. L14 3&3T Ne5-MI Calanatorr.Ia/dgeedMl9le oral Mpnan varas 2t55ayadn. Cbaas h Ly9aonaywnn MACola7wealrrapP+/4nasbore. x n nor ww .110 see Prg aoam
• WM 1.S s1Pmn, l4 haraaaekmahiard 1 ,a -u rbiAibn to aap•a 1011 ail a
Permitted Bid Shown Relocated
L15 39.44 N75.01 b•a1H1ei M�eanaitl•m ally
CAMA Setback(s) 9 1 sr „,jtl, sve2e s A.p•a w las pla,e oa, sewe,.e1. 91.. gap, sed
On-Nt•'Bu9dngs' LtT 30.04 s 1E °aO11''"0N aMtyaer 22 ar abrin evaad4.04rBab Hind 6bM la nedb�ar Alaaaaln. r�ewPaaea pcal a,.
Hatch: ANS37 & Static FLSV w f111� - „a.
■ ( 9a[2°14320rlea Ili wrilbl-Ips,%]acamrugntll.Y •±13,9&1rr2.08'. - an N••na.uaU1 aey
Tip sws: zso, calor 7 ,au..s.,aaseePuw (e9e,3s7x1.5n2.212.29saprtHLns,9s+./.oen2=3e.23ao,rt1-15t,sa9w9 -
FEMA Zone ------
H.e woe Baw. _� tot,529/ILa1x235e01•o14.2t1'Pond Neq V-17 SBRUCE MARaC, P.E..Propo'Ised mpervious' TNa eppbaarraaMr>17 mow. - / 1a9m �2e1o.3
Hatch: ANSI31 ....... w5,1150 Fslaar Roee
Tip scdr. varies, Color 10 Proposed Impervious -_- _ "��'•.� ~"' $�"7��� (b ))oi9�912e
weer. Calor Blue ;� sII!- 9at� �epwm -T'oa" - -
War
Proposed 'Impervkwa / Impervious Boundary Permitted but not yet
Hatch: ARCONC built ,L•�-=-,,.-___� C.2.1 4
Typ scald. Z Color 7-------
If needed sect, m rep[dr•tn ate. to lagoon
6 5 4 3 2 1
BM�1- NFanMATIDN
QUBHWeE G[1wIPLFJf
A Qtlns Qalaa B,
B.FinaPolo. SWIINTaa
1&931tl
17pr
e1
e1
c. Ppm Terao Alnriar•rw Boa
'Awd
n
Ppm Tartao Pab M9. Re,am wr+xONe+
R Ppm Taro Pmn
r
si M
Prm Tiro bel
NC all Y
+ MI
61
min
OCU e1laDlrla 00A
P. Fbw•C.ir
9 r
B>
s. calhlr are.
FJavard ar A ova P Bao.
Leto1p
5
Ebsre D•u EJdOda 1350
12-d W
T. Pool Raa.arlt aa.
Dantae Oadr
4.610
E. Pod - aaY
F.T
p
ttbM
R
J. Tnai
NF'r LlllaN.
+ r
336
el
01
L Peal Barear
v. vir 11adl0 esaa..slrn+ek+e
13er
Ben
N
2 ]e2 p
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mr
82
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eooaNod
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A1r
tl
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1.4
+Np
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Ma
%. •aulelEe 9hawc W.F.-PI-0A
r
m
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RBer
CL+Rer1
Z'Cabanu rat ova GlaOa lm 1Px1P
3110tl
1RaW
as
n•e1d
1+ r
•Poo l�,btt4a PwAd.e,re 9m,.A�ara, ,1. e,iapaaa pam
our r •aa.a. a •oo.w..wa earPAnl. dm•r.+a o...de.e Irn a da a.
REFERENCE INFORMATION
r. •ar�r+�oaaa s
NMI mg�
E'Fti��'R1�.01,XMif77 EI
[,•„a}j!if!=+1y'not�©1=9111F'lTfl�
aoaas
aaalas
A aaaas
1�•rrria•rr.^rt.+1•r.�.r!rn
.. -... � • •. _ -_� � pbi- Pea LaMaru NPMtl prdMsedn9•onnamdaa0n alo.alm4bi$roaeit.
♦,� i.`R . -'k-n y ioW1 nae cMFsp-ew +> 9rarym•«Ip..mdp•ropWr•rwaae•wr..am m,asar s..ra•M.
ossa aB
'�/ � Pa VBMI hmh nn 1 aoMaddeJ nme ea abP dr.
VIE
_ ±ala, ew On Doblu snM lall.l aww 3,W aaay.WapFan. w.btlmalmMmum7, Wl
GR � T Om . 1 1- 1 ae t mal Fdn M Fbd Gbep a,papar Arae, b nae MHarN
De Pad Pbm gapwmrarrydr,prMMmrera4 Yyua B.IdsM
PF ---. - sumo. neo M'SAI,.mYai9b MPea Ot4el eaarrybelus os.wad..
Ab t� Project: Date: Revision Date:
,tom CAMA Major Permit Application 08/07/2017
Bald Head Island Club -Amenities Update 2017 Scale: 10b Number: Stormwater Notes
IAi. __ _ Bmrwlr CaleeY 1Nale Daprblrl•SpM pool Rube reauin Mh9mum }• slope per foal dfinaga aweY hon Paola. ane rho pool aepraam reawrr^p. Finr Pad Gradrg w1p ae per
< Title: has been reduced LMG #01-14-146A Pm10®I,I Itre Fbn Mwe esaaneM UMMw mpdMlaaure Palmae el ebva5m 10,ma. weamLP. Y,ler,a lepp rdaaaa loll par area.
7199
Stormwater Management Plan Drawn By: Figure:
Bruce Marek, PE CAMA 3 of 18 upanlprtperagMa sobewym.laAnenl g4norewmw ap.ad.nae, aasm anw. amq reisamA ayd, emaaremmlaauimesamd aloadrespao�mbde. rOeapa9nlsa atormwen aaxelooAw4la(Mr l'Ipwe Enn)e lea9paravplD•eDaolrc. cwoaaween a.apmpmty w,ee.nMA. mb�mmmwauenzaamrxaedrtmmao:nimwanm9 epbowan
e�
moNple dscreb df an es aneeded.
I✓ -naoeawpml DA3 iDoWbo-n Oelow faR E,AW rs
IJ
Bald Head and Club
1 salt Mash Tray
Bald Head Island, INC
Lot: 33.8818' N
Long: (-) 77.9944' W
7
vicinity Map
no scale
e
Id
C
b
Goa
ser"ft. - Boding Emembn err W. parhlno mai afro b Pppn9 a.
b- d M nM±pooh lea La9mna pa p p
Dept, we.1 imply of, M Ian ann 2.= ma 1 dbd" uaert III uan9 m * doo.e dWhW9re l nedaN�
THERE ARE NO WETLANDS IN THIS 11.0 ACRE ON SITE PROJECT AREA LIW TABLE Lagoon Fill COIcS
LEGEND L1 2&31' Swartl,r 9 MBadHead prrCAD 2018La9arVdumaFAnaMNPot d9,Ga9Caa•eMagawRPmyrn La9omWawS a elven WSA)fr
L2 19.54 S2W E Thence La .wdribrMrpr+rM P I(eWlLgom)•594saw,Vpnme• 2&58ave1LMoo DmR•524.
club drainage area plan 1"=60' when 7&71' N7I13777E pipe inbrmarcbe GA Course Lawon S'Yffim, to a Wra Sapae Nr r Appx 11.10° Pura9(e4WIa9dm)• 1.9 a aea.Vdule• 9.25 eoa R roan Dne•adr.
On-•Ite "Parking"- 1294 N01•tOZ1Y7 r 9wa a®.Ira moan dand3.4, MsWmtapry 81.950x& wa Pmp_flft 0. Parr 101. aA3 Lswa11•&2 eosa. VOArra•11.97 aa•Rrw1OM•&e2.
plotted on 24"x36" arch d r mbAaan. M 4.5 FMSL a a.eaar. Acer fit appl war. aLan r•ewdn. 51,9sa Wr18(u QMLagm &7avae•Va-32.97e ft:IlaanoM•?19.
Hatch: Honey Lb 1&57 N12-Mlrr
Tip Sod. 2o, Calor 256 - 0 60' 120' 180' 60' 2@b' 300' LB 1724 N zr • %t o w m.e b . Ma r b prapaa.a cam pad a.�ano .r "'""s d.am.
erelg Irma The Go9 h & Lagoons are Lialed aagmra ay pghq. TMa sA m ma mos L+9aom h M oreral arrsn• W I wi s+a'Par nx' ®kaeaons m the sows 1 Palo. as Tres M
V 23.54 N i2'3T33E &. 0 Ab & Aasoaples In 2012.
On -ate •SE'eett I I I I - I I I I ld 23.83' N OB'ST17E lha par 9= ex-DA2 Lagoon k MOPned to Da Metl M a V5A d B7ia C. By Aubnd Sum d Aeove 1 Palls = 19.1 eves, Vdume = 9&.15 xa e; Mnn Dre+l =157.
Hatch: Neta 00.51' N 4 '40Z Ansa and uarg ShnpsaYe RWe,o rak tae wlumm, tlr pond re,M- W Px 1900 a yW Ca.angh uNd 19.11 saes VISA, uehg 2 dad,W pleas. arbwair 9ar.tl 7-1-17 _ always s verif with graphic scale eN¢awra: Pc.neSea
Tip Scale: 1000, Odor zso Y Y 9 P L10 zs.o3 N 11'1B'51E d l Aam97 d fraaand MI needs io be fined, an apex 530 add ma e.d m b 19.2 ung / dadmal la dace a wgh m i earta. SFA ID COP 6 avAaAaz - MSEA rP
Drainage Area On -Site a.........I L112 91.91' N2Y79'2fPE b1bwd1s0ewyds TtipIan.ame homredesgwng Green 99, pl�waMnde Ua, nn,n Use,no' aar Oetlgn stmt A9E rm CWett ♦rA raE SII ,- T+) kr__Iim -.. ak aanw c«ear i`. ids
'OMer Impervious 11 Acre Boundary L1z 11.19' br[arer tlb Mswd9dewe agavaUln9 me Proposed Goeem'Gnl err ebvapd aaAg Uag mb vipniil BUA.1.S=7012320px1S/17'pan•12&WOart -_J >> ane woe o pZ s« 1,¢,i°ie
10Hath: Mound CAMA 8.3. Acre Bounder L+ xa/r
Typ Scda chat lNyrr ovAldnsillo bete FMSL.Agonov hp5lmpaon's WVolume 128,190an/(142 avaa43,5B0 s0aae)•0.15•1.eT pvrrY• -
v.. 00, Odor 250 Y _ _ _ _ _. _. L14 3&3T Ne5-MI Calanatorr.Ia/dgeedMl9le oral Mpnan varas 2t55ayadn. Cbaas h Ly9aonaywnn MACola7wealrrapP+/4nasbore. x n nor ww .110 see Prg aoam
• WM 1.S s1Pmn, l4 haraaaekmahiard 1 ,a -u rbiAibn to aap•a 1011 ail a
Permitted Bid Shown Relocated
L15 39.44 N75.01 b•a1H1ei M�eanaitl•m ally
CAMA Setback(s) 9 1 sr „,jtl, sve2e s A.p•a w las pla,e oa, sewe,.e1. 91.. gap, sed
On-Nt•'Bu9dngs' LtT 30.04 s 1E °aO11''"0N aMtyaer 22 ar abrin evaad4.04rBab Hind 6bM la nedb�ar Alaaaaln. r�ewPaaea pcal a,.
Hatch: ANS37 & Static FLSV w f111� - „a.
■ ( 9a[2°14320rlea Ili wrilbl-Ips,%]acamrugntll.Y •±13,9&1rr2.08'. - an N••na.uaU1 aey
Tip sws: zso, calor 7 ,au..s.,aaseePuw (e9e,3s7x1.5n2.212.29saprtHLns,9s+./.oen2=3e.23ao,rt1-15t,sa9w9 -
FEMA Zone ------
H.e woe Baw. _� tot,529/ILa1x235e01•o14.2t1'Pond Neq V-17 SBRUCE MARaC, P.E..Propo'Ised mpervious' TNa eppbaarraaMr>17 mow. - / 1a9m �2e1o.3
Hatch: ANSI31 ....... w5,1150 Fslaar Roee
Tip scdr. varies, Color 10 Proposed Impervious -_- _ "��'•.� ~"' $�"7��� (b ))oi9�912e
weer. Calor Blue ;� sII!- 9at� �epwm -T'oa" - -
War
Proposed 'Impervkwa / Impervious Boundary Permitted but not yet
Hatch: ARCONC built ,L•�-=-,,.-___� C.2.1 4
Typ scald. Z Color 7-------
If needed sect, m rep[dr•tn ate. to lagoon
6 5 4 3 2 1

JULY 17. 20171 LD# 2017049
LandDesign.

d
C
a
FOR CAMA MAJOR
PERMIT REQUEST:
30 LF± TIMBER
BULKHEAD NEEDED
s
ALONG LINE L3 T❑
PR❑VIDE A HARD SW B17UNDA12y,
END AS FILLL10 ■ ■ 216.50
---- BOUNDARY, 18 ■ RAW
to a
/r --------- --------- 81 a07'17# �►
9A&�, /!--
�, LAGOON L8
_ Pond 9 i ("
L;7
BAP
EXISTING
BUi HEAD - ( / __ \---
I !
4 I BO NDARY>
CA A
LINE TABLE
L3
28.74'
N 78°37'17"E
L4
42.96'
N 07010'24"W
L5
18.52'
N 12°20'17"E
L6
17.29'
N
L7
43.56'
N 22037'53"E
L8
23.93'
N 08057'17"E
L9
40.51'
N 45040'28"E
L10
25.03'
N 17018'51"E
L11
31.91'
N 22028'20"E
L12
17.48'
S
L13
20.41'
S 38°14'53"E
1-3-1-9 & L11 -L14 are Appx Lagoon Edge
ALONG LINE L3 T❑
PR❑VIDE A HARD SW B17UNDA12y,
END AS FILLL10 ■ ■ 216.50
---- BOUNDARY, 18 ■ RAW
to a
/r --------- --------- 81 a07'17# �►
9A&�, /!--
�, LAGOON L8
_ Pond 9 i ("
L;7
BAP
EXISTING
BUi HEAD - ( / __ \---
I !
4 I BO NDARY>
CA A
9720 SFt TO BE FILLED T -__
Q�ELEVATION OF 5 A MINI UI
e WAS PART OF 5 FMSL
SEE CALCULATIONS WATER SYS EA
oHIS SHEE .
S8 76,28
2
a44'24aE
r
J> o� • �.
14 �.waft
5
4 25 50 100
Feet
Project:
CAMA Major Permit Application
Bald Head Island Club - Amenities Update 2017
Date:
08/07/2017
Revision Date:
Scale:
1" = 50'
Job Number:
LMG #01-14-146A
Title:
Proposed Fill Area 1
(man-made lagoon at golf hole #9)
Drawn By:
Bruce Marek, PE
ILU
4-11
#9, to lower the hole for better site view of golfers approaching the proposed Golfers' Grill and elevated eating deck. Highest
Na elevation at the hole is 16 FMSL.
Again by using Simpson's Rule for Volume Calculations, taking 8 ft of height out of
CNI`o,,.
*Elase enough to estimate that
fill is available on site.
Pond 9 =
exDA2 Lagoon Fill Volume Reqd
Hole 9 Green as
------ --- --- --
- --- ----- -
9720 SFt TO BE FILLED T -__
Q�ELEVATION OF 5 A MINI UI
e WAS PART OF 5 FMSL
SEE CALCULATIONS WATER SYS EA
oHIS SHEE .
S8 76,28
2
a44'24aE
r
J> o� • �.
14 �.waft
5
4 25 50 100
Feet
Project:
CAMA Major Permit Application
Bald Head Island Club - Amenities Update 2017
Date:
08/07/2017
Revision Date:
Scale:
1" = 50'
Job Number:
LMG #01-14-146A
Title:
Proposed Fill Area 1
(man-made lagoon at golf hole #9)
Drawn By:
Bruce Marek, PE
Figure:
CAMA 5 of 18
Pond Information: ►
Area.- -I.9 Acres
Max Depth: -9.4 ft
Dean Depth-. -5-0 ft d a
Whine-. 3,0 14,126 Gallons t 9.25 Acre -Ft
Mapping Information: ,, •' >>
Data Collection Performed: February 20+16
GPS- Mapping Grade (sub -foot accuracy) 'JV^41&
Points Collected: 4,085
Pond Level, Full Pool
E
Lc�oon
Fid Calcs
+ 9337
WSA)/2)xl,5'
The Pond 9 = ex- A2 Lagoon
is proposed to be filled for a WSA of 9720 sf. By Autocad Areas and using Simpson's
Rule to calculate volumes, the pond
requires appx 1500 cu yds of fill. Adding 2' of freeboard that needs to be filled, an appx 530 additional sand fill is required = 2030 cu yds. This fill would
come from redesigning Green
#9, to lower the hole for better site view of golfers approaching the proposed Golfers' Grill and elevated eating deck. Highest
Na elevation at the hole is 16 FMSL.
Again by using Simpson's Rule for Volume Calculations, taking 8 ft of height out of
the green creates 2155 cu yds of fill.
*Elase enough to estimate that
fill is available on site.
Pond 9 =
exDA2 Lagoon Fill Volume Reqd
Hole 9 Green as
a Soil Source:
Elev:
Area Simpson Function
Elev: Area
Simpson Function
0 FMSL
9337 sf 1 9337
- -
Multiplier
�,♦ -1 FMSL
�• o
8145 sf 4 32580
+8 FMSL_ 23690
sf 1 23690
-2 FMSL
7168 sf 2 14336
+9 FMSL 59936
sf 4 59936
-4 FMSL
6240 sf 4 24960
+10 FMSL 22542
sf 2 22542
sW� -4 FMSL
5305 sf 4 106100
+11 FMSL 35068
sf 4 35068
-4 FMSL
4428 sf 4 17712
+12 FMSL 13200
sf 2 13200
L11 -4 FMSL
3597 sf 4 7194
+13 FMSL 17800
sf 4 17800
-4 FMSL
1191 sf 4 4764
+14 FMSL 2500
sf 1 2500
-8 FMSL
315 sf 1 315
174736
L12
121808
174736 x x 1'
Spacing =58187 cu ft
1 L13121808 x
x 1' Spacing =40562 cu ft
58187/27 = appx
2155 cu yds avilalble
/ 40562/27
= appx 1500 cu yds avilalole
7 1 a 1 5
4
3
e
d
C
b
(C9720 sf top
+ 9337
WSA)/2)xl,5'
-;�
=9530cf
9530 cf x 1,5'
Freeboard/27=530 yds
1Mr 50'
0' 100'
200'
7 1 a 1 5
4
3
e
d
C
b
7-31-17
Mal h—
P -i t Bald Head Island Club
Stormwater SW8-890106 Plan Modification 2017
Pond 9 = Lagoon DA2 Proposed Fill
BRUCE MAREK, P.E.
5489 Eastwlnd Road Wilmington, NC 28403
910 799-9245 marok Oetc.m.com
SWB-8901 & CAMA Ma 1p rt It
osad oh Lo oFal
- -
- an u
St—gater 017
eeeK ®E — _
1' - so' -0' Shen Printed m Ledger
Size Paper (11'x17)
osa
131 3
ev.
—
Alleaye verify with graphic scale(e)
2 11

7 6 5 3 2 1
Existing Topo Sh6wing Exidsting Vegetated Sand Berms That are to be
removed. Brunswick County Health Department/State Pool Rules
require Minimum 8" slope per foot drainage away from pools, and
■ other pool separation requirements. Final Pool Grading will be per
is
■ Pool Design Build Firm. If we assume the top of the Leisure Pool to
■ be at elevation 7.0, there will be no foot interval topo contours in
® the pool area.
■ _
The Front Lagoon, which is not at part of the
d pipe interconnected Golf Course Lagoon System, has a Water SurfaceArea of Appx 17, 700 sf. If we assume a mean draft of 3.5', the volume I v I -"-�-
is appx 61,950 cu ft. We propose filling to, at minimum, the 4.5 FMSL Pell - tabs
elevation. Assuming this is appx water surface elevation, 61,950/ 27 = 1 i \
removed except
2300 cu yds need to fill. This fill is proposed from pool excavation and for bathrooms
I s 1
removal of some existing berms. eo i; i am,.a
Iti _J
r.. L24 Lel ire{ '
1 P I
I
♦ ���1� 80'64 "-
♦ N7
47
N142055.34
a)♦ tti E12302007.34 v f
•AL CAMA & STORMWA ^a °
OUNDARY
50
b
a
e
o♦ do
♦♦® job F�� Fj��� Oic �q Sq V
♦♦ �6�o s NO �q rot TOq GOON
. 3 o M
♦ �'� 0 RTF
O 4 /N/ll�
♦♦ 9tic� SyFSTO SEMS vM
♦
EXISTIK6'1995
♦� SS166, `M "''I T�R PLAYGROUND
4&S
I, W/NEW EQUIPt
♦ 5
1 0
50' 0' 1 00'
Project:
CAMA Major Permit Application
Date:
08/07/2017
Revision Date:
Bald Head Island Club -Amenities Update 2017
Scale:
1" = 50'
Job Number:
LMG #01-14-146A
Title:
Proposed Fill Area 2
(man-made lagoon along S Bald Head Wynd)
Drawn By:
Bruce Marek, PE
Figure:
CAMA 6 of 18
200'
7 1 6 1 5
n
u
3
2
aril -7 »
_L
P -i -t Bald Head Island Club
Stormwater SW8-890106 Plan Modification 2017
Front Lagoon Proposed Fill
5489 Eastwind Road Wilmington, NC 28403 I
[phone] marekydOsc m.cam
r _ 50'_0• when Printed w Ledger B 12 —
Size P qw (11•x177
Allways vwlfy with graphic ecale(s)
1
0
d
a

Ile -
7 ' 6 ' 5 4 3 - -- - -' - 2 ' 1
f
NEW POOL RESTAURANT BUILDING IS DESIGNED SEE SHEET B10 7-31-17 SEAL DATE FOR NEW
P❑❑L DIMENSIONS,
AS PARALLEL AND PERPENDICULAR TO TENNIS
COURTS ASPHALT EDGE, WITH CENTERLINE AT 90'3rs w F 157•-11's SHOWN
OFFSET OF EAST EDGE WHICH IS N4°56'11"E. � � z'-' z WATER SURFACE AREAS:
LEISURE POOL: 3220 SF
EXISTING POOL IS N4°54'29"E. STILL TO BE 0 W T I00
e DECIDED WHICH TO FOLLOW FOR FINAL mil- ~ IL, i- WADING POOL: 1565 SF
CONSTRUCTION LAYOUT. FRONT OF POOL Wiw �I� 1 SPLASH PAD: 610 SF
RESTAURANT BUILDING FRAMING (NOT PILES) IS �l �. a PLUNGE POOL: 550 SF
25.5' NORTHWARD FROM TENNIS COURT SE __ �- ________ 9- SUBTOTAL NEW POOLS: 5,945 SF
CHAMFER CORNER = SURVEY PT 14. l
-------------------------- - --------------------
N EXISTING POOL WSA: 4,100 SF
4-A r 19'.2j .rZ,. TOTAL ALL POOLS WSA: 10,045 SF
THIS EDGE IS
ALONG TENNIS I BUILDINGS ON C2,1 REV 4 FOR SUBTRACTIONS:
COURT 5 �-T a I tidy rLt3 -1 POOL EQUIPMENT BLDG (EX TENNIS SHOP): 865 SF
--------- TENNIS SHED: 175 SF
THIS EDGE IS 3.5' VEG BUFFER AT TENNIS COURT +
I ISTINGWOOD WALKWAY
REM INS COU.—ASIMPERVIOUSI TENNIS (ROOFED) SEAT: 120 SF
—, A NEW PERGOLA EXTENDING OUT FROM THE TENNIS SHOP/ 320 Std Pf ERV: I "R PELI BATHROOMS (REWORKED) 336 SF
p U1 POOL EQUIPMENT BLDG IS PLANNED. AREA IS COUNTED AS 21 POOL BAR: 610 SF
IMPERVIOUS SO AS TO NOT EXCLUDE USAGE OF TRIANGULAR ( SUBTOTAL BUILDINGS IN POOL AREA: 2,362 SF
d K SAIL TARPS OR SHEET B3 HARD COVER. NEW POOLS NOT SHOWN
m J FOR CLARITY OF DIMENSIONS. POOL GLOBAL AREA
N—PRIOR GLOBAL AREA WAS 22,850 SF - 4100 SF 2260 SF PER = 46,150 SF - 10,045 SF WATER SURFACE AREAS
m WATER SURFACE AREA = 18,750 SF BEFORE
trrr}- r BUILDING SUBTRACTIONS I = 36,105 SF BEFORE BUILDING SUBTRACTIONS
-2,362 SF NAMED BUILDINGS = 33,743 SF OTHER" BUA.
C9 i L4. J
z O1 04- '.
zz;Ln u EXISTING POOL NOT SHOWN z
>-'w o FOR CLARITY OF DIMENSIONS. WI� 520 SF P V I.E. ENTIRE AREA NOT WATER SURFACE AREA IS COUNTED
o °o W�w AS BUA WHETHER CONCRETE OR BLDGS.
DO 0 m ON THE FEMA FLOOD MAPS WEBSITE, THE BALD HEAD ISLAND
P CLUB POOL AREA IS PROPOSED TO GO TO AN AE 9 ZONE FROM
C I THIN INNER CURVE ARE POOL LANDSCAPE ITS CURRRENT VE15/VE 14 ZONE. IN THEORY THE CHANGE
h E" ARCHITECT'S DESIG RADII. THICK GLOBAL AREA HAPPENS WITHIN 7 MONTHS OF THE NEXT REGULATORY STEP.
a O THESE EDGES ARE I LINE IS V OFFSET FO "FINE TUNING" PENDING WHEN IT DOES HAPPEN, THEN THE PELT BATHROOMS WOULD BE
= nom' EXISTING ( COUNTY HEALTH DEPA TMENT POOL REVIEW. REMOVED AND PLACED UNDER THE NEW POOL RESTAURANT
O ro r+ ss
to a y 49 �' • i R BUILDING. THAT WOULD ALLOW SEVERAL OTHER MINOR
r s� CHANGES TO THE POOL AREA, PER THE LANDSCAPE
'd* ARCHITECTS
ARCHITECTS ORIGINAL INTENTIONS.
_ O C 1 24'-12- 24'-•Z 1�3 1
Ty, o� Z.. NOTE: CAMA REQUIRES SEPARATION OF THE NEW CONCRETE
3 w s o 'i~ d a ,Ir ed .d ,a 0,4 40 � POOL DECK AT INTERVALS OF <5000 SF AS THE NEW POOLS ARE
�- r+ 4 gs�e24s BETWEEN THE 240' AND 480' SETBACKS FROM THE STATIC LINE
OF VEGETATION. FOR STORMWATER PURPOSES, THESE WOOD
DECKING SEPARATORS ARE COUNTED AS IMPERVIOUS SO THAT
y FINAL PLACEMENT CAN MATCH CHILDRENS POOLS FENCING/
t � N ra7_F 53.-'d' 'J'• `ff'� 1 � s •1
a�a ° o "�. ';' �' •; ;� ;''�^ GATE PLACEMENT AND/OR OTHER UNCOUNTED PLANTERS.
o
N
mo v 320f SF PERM US FENCES NOT SHOWN, BUT TO COMPLY WITH NC BUILDING CODE
a v h AND NC POOL REGULATIONS.
C:)
(Planter) ..�. -.;
a
i
m 00
lD '
� O O
E.:
,,, , Rev 1 7-31-17 For Slormwater Permlt Motor Mod & CAMA Major
TYPICAL CAMA DETAIL FOR 5000 SF MAXIMUM SMALL STRUCTURE 7-�17 � CAMA and Slonnwater Scoping Meeting
m SOME OF PERVIOUS POOL AREAS AREA SEPERATORS. APPX 12" MINIMUM SPACING, BUT WATCH
NOT CLAIMED AS SUBTRACTIONS: ��.3� P ►J +t Bald Head Island Club
O FOR OPTIMIZATION FOR SELECTED WOOD DECKING PATTERN - Stormwater SW8-890106 Plan Revision Feb 2015
Cr < 2260 + 320 + 520 = 3100 SF23' Reference GLOBAL POOL AREA
AND WIDTH(S). I.E. MAKE SURE LUMBER DOESN'T NEED TO BE
o' RIPPED TO FIT. 4X4 VERTICAL POSTS FOR STABILITY NOT SHOWN. BRUCE MAREK, P.E.
D o 3 5489 Eastwind Road Wilmington, NC 28403
Cr rD
10) 799-9245 marekydOec.rr.com
o AS THE AESTHETICS OF THIS POOL FACILITY IS IMPORTANT, THE SWB 8901% e4 CA, GLOOAL POOL AREA 20,7
a eo an u Mw 4191E17
fD 2260 SFf PERVIOUS 520 SFf PERVIOUS SEPARATION DETAILS AND PLANTERS ARE TO BE PER THE ate17
-
00 D WILL INCLUDE SOME (Planter) ARCHITECT'S OR LANDSCAPE ARCHITECT'S FINAL PLANS. _ +o., When Printed an Ledger
Si B11 1
Allways
WOOD DECKING Sze (11'.17")•x17•)
s verity with graphic 9C°le(9)
7 6 5 4 3 2 1
e
d
C
b
a

e
C,
C
b
7 1 6 1 5 1 4 1 3 1 2 1 1
Zero (Depth) Entry End
PROPOSED NEW POOLS
WATER SURFACE AREAS:
Date:
08/07/2017
NCAC
18A,25000SER
LEISURE POOL:
3220
SF
215
Persons
WADING POOL:
1565
SF
63
Persons
SPLASH PAD:
610
SF
25
Persons
PLUNGE POOL:
550
SF
22
Persons
SUBTOTAL NEW
POOLS: 5,945
SF
325
PERSONS
EXISTING POOL
WSA: 4,100
SF
274
PERSONS
Irii@.l
3220± sf Proposed
Water Surface Area
/15 sf User Load for Areas
of Pool 5' Deep or Less =
215 persons
a Existing Pool: Sheet B2
4100± sf Water Surface Area
/15 sf User Load for Areas of
Pool 5' Deep or Less = 274
` persons
7 6
ITAL ALL POOLS WSA: 10,045 SF 599 PERSON USER
1' Coping (TYP) Wading Pool
All Pools 1565± sf Water Surface Area
By AutoCad
Assumed Max Depth = 18"-24"
1565± sf Proposed4
Water Surface Area
/25 sf User Load for
Interactive Play Attractions
= 63 persons
LOAD
N=
Splash Pad 610± sf Water Surface Area
By AutoCad
Assumed Max Depth = 12"
— .4
610± sf Proposed
Water Surface Area
/25 sf User Load for
Interactive Play Attractions
= 25 persons
Project:
CAMA Major Permit Application
Bald Head Island Club- Amenities Update 2017
Date:
08/07/2017
Revision Date:
Scale:
Job Number:
LMG #01-14-146A
Title:
Proposed Pool Details, Surface Areas
Drawn By:
Bruce Marek, PE
Figure:
CAMA 8 of 18
10' 5' 0' 10' 20' 30' 40 50' 60' 70' 80' 90' 100'
5
4
3
Plunge Pool 550 sf± sf Water Surface Area
By Autocad
Assumed Max Depth = 3.5'-4'
waterslide Tower
See Detail Sheet B9
PLUNGE cfl
POOL
29'
31'
550± sf Proposed
Water Surface Area
/15 sf User Load for Areas
of Pool 5' Deep or Less =
22 persons
IYv t T,11 -n k w...rr Pw a NO' ed • arw rw
- '. _ __- a -1► -n r.. r few .� a�.�.ir M1y IYMr
wn1.« Bold Head Island Club
2 Storrnwater SW8-890106 Plan Modification 2017
Aquatic Center New Pools Water Surface Areas
BRUCE MAREK, P.E.
5489 Eastwind Road Wilmington, INC 28403
[phone] morekydOec.rr.com
Swe-890106 k CAMA BHI Clubhouse A— BuAdln e
a ea - u NIDI 7-1111-17
—
St—wd� 2017 1-31-17
1/8• _ V -a' when printed as Ledger B 1 0 1
Size Paper (11'.17')
Allways verify with graphic scole(e)
2 1 1
e
d
C
b
a

e
d
7 6 5 4 3 1 2 1 1 \
oe Outdoor Shower: Reqd For Rinse -Off Before Entering Pool. Five Reqd Per Pool Regs. Shown as 8'x8' in
Water Slide Tower: Manufacturer to be determined (TBD). Shown Concept Plans. Five at 8'x8' Bldg Line Area (out to out of piles) = 64 sf each = 320 sf total indicated on Drawing
C2.1 Rev 4. Can Build Smaller or Additional Combinations or Just Post Hang Shower on Embedded 8x8 for
as 16'x16' in Concept Plans. Assume Worst Case for Permit Area Cumulative 320 sf allowed outside of the geometric global pool impervious. Can have concrete deck within
= 16'x16' Bldg Line Area 256 sf Can Build Smaller. "building line". In AE Zone can be walled if necessary for Pool Code Inside Showers and/or Changing Rooms.
_ 8'x8' Building Line. In this case for VE e
Q0 Zone = nominal outside of piles
V_ A (Roofline Shown w Typ 2' Overhang) Or 8'x8' Roofline
11 IAT llfi�q
I
Nflau
N 00
— _ — ' Top of Roof
-Per Slide Mfg &
Soffit Ah
er Slide Mfg & Arch
Slide Tower
Min Horiz
Structure
Min EI.=14.0'
as it is shown in
VE 14 Zone
n EI.=15.0' in VE15
14.0' in VE14
Pool Deck
Assumed EI.=7.0'
Min 8' Pile Embedment
New Piles in Ocean Hazard AEC to be Min 8"x8"
with 8' Minimum Embedment. Note Water Slide
Piles May Be Steel. TBD by Manufacturer.
Fabric Cabanas and Cantilevered Sunbrellas are
onal/Temporary and typically are not counted in impervious
lations. Most shown in Landscape Architects Rendering are
impervious. Where Cabanas are shown outside of geometric
�ete pool deck/pool global impervious, but might have concrete or
r pad, they are counted as bua (three at 10'x10' = 300 sf and 4 at
= 256 so
f ' f f f
10 5 0 101/8.. =1._0" 20
r' Allways verify with gra hic
scale(s)
Nil
00
1
8'
In AE 13 Zone at North
12 End of Pools, Can Build
Breakaway Walls/Flood
Proof Structure To
Allow for Dressing Or
Room or Additional Simple
Inside Shower(s) 8"x8"
A '(1111. II II II � AflRr. est
Intent to Show Walls
d
C
-81
r Allowable Outside of VE b
U Zone with Structure
Concurrance of Building
Inspector
Showing Timber Pile Placement: 8"x8"x8'Embed
76»-O r es cm r aaey"ft
erolt Bald Head Island Club
Stormwater SW8-890106 Plan Modification 2017
roposed Water Slide Tower & Outdoor Rinse Shower,-
BRUCE
hower;
BRUCE MAREK, P.E. I
5489 Eaatwind Road Wilmington, NC 28403
[phone] marekvdOec.rr.com
1/8' = 1'-0' When Printed on Ledger I p
Sze Paper (11x17') B
Allways verify with graphic scale(e)
\ 7 1 6 1 5 1 4 1 3 2 1 1 i
a

e
b
a
7 1 6- 1 5 1 4 1 3 1 2 1 1
�a )
IF
V V V F�j GDLFERS
GRILL
■
■
I O
'�\ ■
0 ElEVA1ED
■ O DEO(
z C
PRn.
vpEss orrice
oon+
vno•swv
9
51D4M1CA' r
9990 S F± 0.0. SALES
AREA
1i 1i Ll
_.. OISh nvl ry
ISR DR
TT a
e e o f
M:kkpR
7ATT
V'SSE
t � yl
MOPaUoo
1
��,, n,V o 0 o a a a
MEn4
1,7LOCKER - � i{\�\f1W1'1,\{7\\Crlry\Y'�x
�OCxEa 1
a\it V � ��❑0�0=
111111111 IIIIIIIII
6500 2015 PERMIT BUILDINGS
19,000 SF "BUILDINGS" 6-7-17
-- Y
0-
Date:
08/07/2017
0 ■
PROPOSED EXPANDED PRO -SHOP (2017)
Scale:
"GOLF BUILDING" INCLUDING BUILDING
Drawn By:
Bruce Marek, PE
LINE BUA, OUTDOOR DINING AREAS,
AT7. ax
MEN I
EXTERIOR STAIRS & EXTERIOR
COLUMNS, TO COMPLY WITH CAMA
■
STRUCTURAL SETBACKS FROM THE
0110
STATIC VEGETATI❑N LINE, THE
GOLFERS GRILL WITH KITCHEN AND
OUTDOOR BAR WILL BE STRUCTURALLY
INDEPENDENT WITH ITS OWN ROOF
3
SYSTEM - 19,000 SF TOTAL BUILDING
BUA (BY AutoCAD List); WITH CART
PARKING BELOW
Project:
CAMA Major Permit Application
Date:
08/07/2017
Revision Date:
Bald Head Island Club - Amenities Update 2017
Title:
Proposed Member's Fitness Center
and Golfer's Grill- Details
Scale:
Job Number:
LMG #01-14-146A
Drawn By:
Bruce Marek, PE
Fi ure:
MA 11 of 18
Golf Shop DA2 6500 sf Roofline 'Building" Impervious Golf Shop DA2 6500 sf Roofline 'Building" Impervious
(Was 5,930 sf DA2 "Building" Impervious in 2012 SW Permit; is appx 5800 sf of Building Line Area
Increase of 570 sf is from field measurements & Google Earth) Maybe the 2012 value was from a bldg permit drawing at 5930??
7
6
5
10'
I
5'0'
L
10'
I I
20'
I
30'
I
W.
1
50'
1
60'
1
4
3
:oQ.o��SSlO,vq�:9 ,
156s� � JJ
��Q • ••FNGIN�� tS� `
JAM
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BY:
oalKe Bald Head Island Club
Stormwater SW8-890106 Plan Modification 2017
Proposed Golf Building Expansion
I BRUCE MAREK, P.E. I
5489 Eastwind Road Wilmington, NC 28403
[phone] mar&vdOec.rr.com
1/8• - V-0" When Printed on Ledger p
Size Paper (11'x17') LJ
Allways verify with graphic scDle(s)
e
d
c
b
a

e
7 1
'Looking SW at stairs, con crei
6 1 5
anding and sidewalk
b
a
PROPOSED NEW FOOD PREP ROOM 12'x21,5'= 258 sf (2017)
LOOKING FROM DRIVING RANGE BACK TO ELEVATION AT
NORTH END OF PALM TERRACE
4
21'-6" Building Line
1 7sf D 3
e i to 3
heo d to D J111 I
tllrhe�h,
c ancie4
il6iriog'
Existing Bar Area
From Vender, but not
necessarily a
3
3
■
I
Project:
CAMA Major Permit Application
Bald Head Island Club- Amenities Update 2017
Date:
08/07/2017
Revision Date:
Scale:Job
1 = 4
12.5.8'±X3.5'-44 sT bA3 N
Concrete ° <
Concrete .Sidewalk to be
Lanobnga.at
removed. Listed as. DA3 i .
d Stairs
EXther . °
'T o Ramaina a'
Looking North towards
Part of
Unu e if this r
s
D -Ab -533 sf
Existing 3.5 wide vegetated i
zpther that
°
planter along wall.
ri
inctu le`ya .
(Pervious) See Pictures
�idewo.lk & � v
of
.
fire ring
BuiUdings or DA
1' 0 1'
IIIII I
2' 3' 4' 5' 6'
I I I I I
CAVANAUGH 2012 SHOWED THE CLUP HOUSE/PALM +
C TERRACE BUILDING
IMPERVIOUS TO INCLUDE THE IT,
PLANTER AND THE SIDEWALK. IN 2015 I
REMOVED THE PLANTER 'BUILDING' AREA FOR USE
AS PART OF THE 'OTHER' FOR THE DA3
FIREPIT/QUARY
BLOCKS
b
a
PROPOSED NEW FOOD PREP ROOM 12'x21,5'= 258 sf (2017)
LOOKING FROM DRIVING RANGE BACK TO ELEVATION AT
NORTH END OF PALM TERRACE
4
21'-6" Building Line
1 7sf D 3
e i to 3
heo d to D J111 I
tllrhe�h,
c ancie4
il6iriog'
Existing Bar Area
From Vender, but not
necessarily a
3
3
■
I
Project:
CAMA Major Permit Application
Bald Head Island Club- Amenities Update 2017
Date:
08/07/2017
Revision Date:
Scale:Job
1 = 4
Number:
LMG #01-14-146A
Title:
Accessory Structures Previously
Approved in Stormwater Plan
Drawn By:
Bruce Marek, PE
Figure:
LAMA 12 of 18
7 1 6 1 5 1 4
3
c
X
W
Ile
d
LO❑KING EAST AT NORTH SIDE OF PALM TERRACE
NORTH ENDWALL.
Red Hatch is Proposed E C E I V E
Blue Hatch is Already Permit RR s• ry ,P,�i;
Impervious not yet built. '� ''' b
Black Hatch is existing.
Magenta Hatch is to be removee' .
SEE ALSO DETAIL SHEET B1 Rev 1 4-21-17
`,11111111//,,
NORTj.
• P ROFFssc�9 = ,
`7 ;'
c: js C�9 y: _
D -
�'Zj�.'��R..• '(910)
' 11 ,� n R� `
/V A
a
5,58'±
DA4 oncrete
Sbd.ew lk to The
Bald Head Island Club
Stormwater SW8-890106 Plan Modification 2017
Addition of 12'x21.5' Food Prep Room
at Palm Terrace
BRUCE MAREK, P.E.
5489 Eastwind Road Wilmington, NC 28403
799-9245 morek Oec.rr.com
—.—remIeoY
Area 8u1dince
Looking North towards
Driving Range.
Unu e if this r
s
ortion
Columns 20.5'
o.c. Right
(east) column 6'-1'
of sidewalk was
DA4
from cl to outside
of
east wall cap.
BuiUdings or DA
othe To be
cons rvative, 71
sf
recid Is s=71
from DA4
7 1 6 1 5 1 4
3
c
X
W
Ile
d
LO❑KING EAST AT NORTH SIDE OF PALM TERRACE
NORTH ENDWALL.
Red Hatch is Proposed E C E I V E
Blue Hatch is Already Permit RR s• ry ,P,�i;
Impervious not yet built. '� ''' b
Black Hatch is existing.
Magenta Hatch is to be removee' .
SEE ALSO DETAIL SHEET B1 Rev 1 4-21-17
`,11111111//,,
NORTj.
• P ROFFssc�9 = ,
`7 ;'
c: js C�9 y: _
D -
�'Zj�.'��R..• '(910)
' 11 ,� n R� `
/V A
a
Bald Head Island Club
Stormwater SW8-890106 Plan Modification 2017
Addition of 12'x21.5' Food Prep Room
at Palm Terrace
BRUCE MAREK, P.E.
5489 Eastwind Road Wilmington, NC 28403
799-9245 morek Oec.rr.com
SYiB-890106 3 CAMA 99-12 BHI aubh--
Area 8u1dince
an
, R&L-17
1/8' = 1'—e When Printed on Ledger
Size Paper (11'X177
Allwa)a verify with graphic wale(s)
C
6
�.
_
2
1

6
dlDen
R
b
a
7 16 5 1 4 1 3 2 1
1
11
Appx Line of Proposed Pool Bar Roof in relation to ............................ _._._._._._._._._._._._._ Top of cupola � 111-2 -
existing pool shower room. Verify at site in Structure is in a FEMA VE15 Zone AssumedE� ��n
ii
agreement with building inspector. Structure is between CAMA 240'& ® ;L/
7
480' Setbacks from Static FLSV
%51_/ J11
\ Soffit
/
J -P(, -,)l Utility Bid(I
� �I
1,180 sf - 610 sf = 570 net change in DA2 "Buildings"
Existing Pool Bathrooms to be demolished.
Most of Existing Pool Shower/Storage Room to be
demolished.
7 1 6 1 5
New Piles in Ocean Hazard AEC to be Min 8"x8"
with 8' Minimum Embedment.
Proposed Pool Bar Shown tlizing Existing Pool
Shower Wakk Segment, Water Service and Drain.
VE 15 Zone Compliant Pile and Roof Structure.
Bar shown as modular. Final VE Zone Plans to be
to satisfaction of Bald Head Island Bldg Inspector.
10 5 0 101/8 = 1._0,. 20
Allways verify with gra hic
scale(s)
4 3
Y
310±
11
'I II
27 04"
ine
10"
ement:
8
o
Project:
CAMA Major Permit Application
Bald Head Island Club - Amenities Update 2017
®
®®
®Assumed
El.=17.0'
Horiz Structure
Title:
Proposed Pool/Cabana Bar
Details
Drawn By:
Bruce Marek, PE
Fi ure:
MA 13 of 18
Min EI.=15.0'
Pool Deck
Assumed EI.=7.0'
Min 8' Pile Embedment rj
New Piles in Ocean Hazard AEC to be Min 8"x8"
with 8' Minimum Embedment.
Proposed Pool Bar Shown tlizing Existing Pool
Shower Wakk Segment, Water Service and Drain.
VE 15 Zone Compliant Pile and Roof Structure.
Bar shown as modular. Final VE Zone Plans to be
to satisfaction of Bald Head Island Bldg Inspector.
10 5 0 101/8 = 1._0,. 20
Allways verify with gra hic
scale(s)
4 3
Y
310±
11
'I II
27 04"
ine
10"
ement:
8
o
Project:
CAMA Major Permit Application
Bald Head Island Club - Amenities Update 2017
Date:
08/07/2017
Revision Date:
Scale:,JO
1° =81,
8'
Number:
LMG #01-14-146A
Title:
Proposed Pool/Cabana Bar
Details
Drawn By:
Bruce Marek, PE
Fi ure:
MA 13 of 18
2
e
d
C
b
BRUCE MAREK, P.E. a
5489 Eastwind Road Wilmington, NC 28403
[phone] marekyddeo.rr.com
SW8-890108 8 &&A BHI Clubhouse Area Buldln e
LM
eo a an CN
e msc —
stOfrhwater 2017— - 1-1
o.a lay.
1'-0- When Printed on Ledger C
Size Paper (11-x17') J
Allways verify with graphic scale(.)
1

e
d
c
a
7
s 1 5
Wall Matches to Pool Bathroom Wall(s)
at Pool Entrance Breezeway
14.5'±
Exist. Pool Entrance
"Roofed Breezeway"
Included with "Peli" Rooflin
7
Inside
Dining
LO
6
Main
itran,
4
3 2 1
Existing Structure Pre -Dates FEMA
VE 15 Zone
Structure is between CAMA 240'&
Demolition 480' Setbacks from Static FLSV
I
I
Outside Dining I
Bar Area
I I �
I=_=-==_�__— _ _ ---------
W
_—_—
Kitchen
1
A
Existing W
Wood Decks
■Remain wittl mill
• Shown
5
4
3
Utility
Area
6.5'±
Showing Existing Front Porch of Peli with 14'x24'
Building Line Area Bathrooms to Remain
Porch Roof Piles appx 17'-Y Out to Out
Pelicatessan "Peli" Roofline Area "H"
2760 sf Existing Permitted
Building to Mostly Demolished, with
Existing Bathrooms, Appx 14'x24'
Building Line Area = 336 sf to Remain.
Roof to be rebuilt/re-styled.
10' 5' 0' 20'
1 f• ... I V r 7 f• T r I Allways verify with grafi hic
e
d
C
b
Cn.1-3o/ -
• . • • . • `%A �i M ! 7 -JI -1y h fle�•Ir tirt WFr IIM OYI111�e
1 ;.�_ JJ?7 •:•. ✓ rtwl �->.-n N_ 1W aw.r...r.roftrr4
• � 111ers .-er s�Y�
L 2 r_ I p oKt Bald Head Island Club
Il Stormwater SWB-890105 Pion Major Modification
Pelicatessan "Pell" Demolition &Bathroom Roofline
_ a
BRUCE MAREK, P.E.
' `/ /•, .� (��L . Y 5489 EastwInd Road Wllmfngton, NC 28403
1 [phone] Marek Oec.rr.com
890108 do LAMA 99-12 BHI dubhoues Area Bulldln a
a eo st--ter 2017 on u M1rt
en.
1•-0" when Printed on Ledger B /t 2
Size Paper (11'x17') L� �r
Allways verify with graphic scale(_)
2 1 1

b
a
7 6 5 4 3 2 1
70' Length Shown for 2,520 sf Max Roof Area - Pool (South) Side
f+i)rl'il!!tlllllrht�+!rhrtili�!lillf'illjr/11r!!rjtitll)li!�i`!I r�i ilei t i t' fi f
1 L1 L l 1 I i - (t - 1 t�111 ' ! r I 11�L 1 A11 i ----- fl_LI_I_ LLLll
-- --- -- - - -- + ------------------ ---- - -- -- ---- -- --- -- --
-�—A �'�� ' Nj�rri,rjlrltrtt+'Ilf1�l`1 r 1 �rllr�flll,`lilritilri!tirl�il�l- 1 '`l ' ''
+1 ; !;N l l . Pro osW . able Hard Roof
00 !l�(�111!if1tr/rf!!I!jhllU! 1h r,`il " (` t; ?lr1 i r"!
r over ex anded ,`l1='�t�i`" Pool Upper ;,, ► i
_ , pp
,� ill. �����,1• �� � r deck
l
'r
fi �i' !t' NII!!i'! fill !Il i i(lillll t',ii rlli r Ijr' i; lljrl11J1 r' lr,i i j' t! r r!r /)illi +jl!'�tjll.rllli!t lil
�U _
-� = ____�__; 1=� Structure is current) in a
_= _-`',...�� _ FEMA VE 15 Zone
00 Structure's between CAMA
240'& 480' Setbacks from
� . :. , .._. _ � •-- - -- �� Static FLSV
Tennis (North) r
FOR AESTHETIC DESIGN, ROOF
CENTERLINE CAN BE SHIFTED POOLWARD
FOR MORE SHADE.
7
6
5
Per CAMA #99-12 Permit Condition,
New Piles in Ocean Hazard AEC to be Min 8"x8"
with 8' Minimum Embedment. Verify whether this
or other conditions apply.
Project:
CAMA Major Permit Application
Date:
08/07/2017
Revision Date:
Bald Head Island Club- Amenities Update 2017
Scale:
Job Number:
Title:
Accessory Structures Previously
Approved in Stormwater Plan
......
LMG G ## 01 -14-146A
Drawn B y:
Bruce Marek, PE
Fi
gMA 15 of 18
4
3
APPPOVED
�i?NMENTA!
IMNIISSI0t
�5wa 3010t0(1 )­iI1(ts P2
10'1/8"=1'-0" 20
Allwc,ys verify with grabhic
�0F1TH
2.2
_ SEq�
�S_'
- •_ {
-- G • t�` ��/l�
r`Nt,`
r
..�.
ae.
......
v.elKc Bold Head Island Clut
Storm- -ter SWB-990106 Plan Revision Feb 2015
Reference Proposed -Gable Hard Roof
at 1001 U er Dec,
BRUCE AIAREK P.E.
5489 Eaetwtnd Road Wilmington, NC 28403
[phone] marekydOec.rr.com
SM8-890106 R CALA 1XJ-12 8K Cubh— A— 9.ef
_
KQWK
pipruryupee/�ee4o: 3: 15 Brytt Mer<t.n E. M1C n.F.�156e<
Urwe:re venom ere to•6Heerluanl rera'�'Wu^rl rf.'k eve
an�/.eeiee scan e.e on�rv� 5reyy [oM+Averetle
1/e - 1-0* When Prints] rn Ledger
Slee P.P.(11.17)
A11—y. —if= Whic ecde(e)
�+
E3
2 11
e
d
b
a

r
7 1 6 1 5 1 4 1 3 1 2 1 1
Note There is an Independent appx 8'x8' "Smoothie Bar'
under the Covered Upper Deck, Neglected in this Feb 2015
Plan Revision as It Is under the Upper Deck DA2 "Building"
\ (Roofline) Impervious It abuts the Tennis Shop
T— 15'-6"± —?
e
12'-6"± +1
io
+I
b� yjrfrrr
11'-3"± 26-9 1/2"+-
TENNIS
12"t
c
b
a
TENNIS SHOP ROOF AREA 865 SF
DA2 "Budding" Impervious"
(Was DA2 "Other" Impervious
in 2012 SW Permit)
Structure Is In a FEMA VE 14 Zone
Structure is between CAMA 240'&
480 Setbacks from Static FLSV
115'±
Project:
CAMA Major Permit Application
Bald Head Island Club - Amenities Update 2017
Date:
08/07/2017
Revision Date:
Scale- , = 24,
Job Number:
Title:
LMG #01-14-146A
Drawn By:
Figure:
Accessory Structures Previously
Approved in Stormwater Plan
Bruce Marek, PE
CAMA 16 of 18
12'-T± O
10,x„ 7 20't ---1
r t--- 12't —I
K
10'
L uvrnr
:-- � yr.ffrr
TENNIS SHED ROOF AREA 175 SF
DA2 "Building" Impervious
(Was DA2 "Other" Impervious
in 2012 SW Permit)
Structure Is n a FEMA VE14 Zone
Structure Is between CAMA 240'&
460' Setbacks from Static FLSV
I 90'± 1 12'-6"±
PROPOSED TENNIS "SEAT'
ROOF AREA 120 SF
DA2 "Building" Impervious
•- ..,rrrf l
1- 34'± 1 40'-6"±
Golf Shop DA2 6500 sf Roofline "Building" Impervious
(Was 5.930 sf DA2 "Building" Impervious to 2012 SW Permit
Increase of 570 sf is from field measurements 8 Google Earth)
Structure Is In a FEMA AE 13 Zone
CAMA 480' Setback from Static
FLSV appears to goes through lower
left (southwest) corner of building
"Kids Meet" 320 sf Roofline
DA2 "Building" Impervious
(Not Indicated to 2012 SW Permit)
Structure Is in a FERIA VE14 Zone
Structure Is betweer CAMA 24D'&
480Setbacks frorr Static FLSV
82'±
I�
0
Existing Pool
I
BALD HEAD ISLAND CLUB CLUBHOUSE AREA "STRUCTURES"
EXISTING ROOFLINE AREAS FOR FEBRUARY 2015 PLAN
REVISIONNO CHANGES TO STRUCTURES ON THIS SHEET
Skid Mounted 10'tx10 t Guard Shack
12'±x12't Roofline Area
Counted as 220 sf DA4 "Building"
Impervious which includes brick steps
(Not Indicated in 2012 SW Permit)
Structure is In a FEMA VE 14 Zone
Structure is between CAMA 240'&
480' Setbacks from Static FLSV
43100 sf Water Area
— 42'1 --
00
Pool is in a FEMA VE 15 Zone
CAMA 240' Setback from Static
+i
ib
FLSV goes thro,igh pool
+I
8'±--4-8'± 1-- 24'±
Pool Water Surface Area DA2 4,100 sf Subtraction
from Pool Area "Global Impervious" Boundary
10' 5' 0' 10' 20' 30' 40' 50' 60' 70' 80' 90' 100'
I I 1 I I I I I I I I I I
1.. 20•-a' ft- Prirt.d or L.dqr
Size Pop.' (11'.17')
Allwoyo wrlfy .ith graphic
CROQUET PAVILION ROOF AREA 800 SF
DA4 "Budding" Impervious"
(Was DA4 "Other" Impervious
in 2012 SW Permit)
Structure Is In a FEMA AE13 Zone
Structure Is between CAMA 480'&
750' Setbacks from Static FLSV
N
Proposed Additional 800 sf Roofl,ne Buildings
O"Building" Impervious
(can be squared ends. 2 story structure)
Where Shown on Site Plan,
May be multiple instances
T 20't —t
PPPO FD r
r.A �ltl ��k('? P>11ENTA.
6")K $4oloto 'HI(o►IS PIE 1--.
OProposed Additional 320 sf Roofhne Buildings
u� P "Building" Impervious
(can be 2 story structure)
Where Shown on Site Plan
May be multiple locations
PO F E 5q'9, _
_CO1.St:S
f
C)� -'C/NE F
f V�
Irf ifffl• �/�
�,i6rear .p•.e07wfM 1 S; i'..,..;r Mrrr. r., -.r r -:5e
weka+erYMf .,f fa "I", Is: •^.1.nN+:.rivr'ir rtk >.:•
_ ..e.NaC.pwe ere p1ht41. ;ern; <:x�r. •.r'�Y
%*A.. 1 tW I ft -"i.
reKt Bald Head Island Club
Stormwater SWB-890106 Plan Revision Feb 2015
Reference Existing k Proposed Building Roof Prints
5489 Eastwlnd Road WAminaton. NC 28403
1• _ 2a' -a' %%- Printed m L.dgw I B 2 —
Sit. Paps (11-x17-)
Mtway. evlfy .Itn graphle .ed.(.)
7 -- 1 6 1 5 1 4 1 3 1 2 1 1 -
e
d
C
b

7 1 6 1 5 1 4 1 3 1 2 1 1
I. Caulk or
Glued Gasket
e with Metal Angle
to one side
d
c
b
a
H. Caulk or
Glued Gasket
G. Nailed Gasket
to One Side of
Girder with Spaced
Girders
F. Air Gap with
Spaced Girders
E. Caulk or
Glued Gasket
with Opposing
Metal Angle to
Opposite Sides
Drawing Illistrative Only.
Not To Any Scale YPical Structural Independent Details for Piles
with Girders at Floor -Deck Level
Note: Building Code Allows for 25 psi
Compressive Strength Gasket Between Buildings
D. Caulk or
Glued Gasket
with Metal Angle C. Caulk or B. Nailed Gasket A. Air Gap
to one side Glued Gasket to One Side
'CAMA Major Permit Application
Bald Head Island Club - Amenities Update 2017
itle:Structural Independency Detail -
Decks at Proposed Buildings
08/07/2017
e:
ruce Marek, PE
avision Date:
Ib Number:
LMG 401-14-146A
ure:
ICAMA 18 of 18
e
d
c
b
7 1 6 1 5 1 4 1 3 1 2 1 1
/At
—
----
\GpR01 q'�,,
•O '
2.a
SPL _
.•..� ae
�.�
Project: Bald Head Island Club
- 1GDC�gA W =
Elevated Deck ti Building Structural Independent
Detail Alternatives
' • FNG`N '
R
a
BRUCE MAREK, P.E.
5489 Eastwind Road Wilmington, NC 28403
[phone] marekydOec.rr.com
11111
For BHI Club CAVA Ata r
a ea on u
CAMA 2017
n1ui mu
nes almat _ _
1/8' a V—C" When Printed on Ledger
owc
CAM A
pcv.
Size Paper (11"x17")
Allways verify with graphic scales)
S1
7 1 6 1 5 1 4 1 3 1 2 1 1