SW8070801_Historical File_20240821

Johnson, Kelly
From: Hall, Christine
Sent Wednesday,August 21, 2024 8:57 AM
To: [e-mail]
Cc: Johnson, Kelly
Subject: RE: [External] Non Discharging Infiltration Basins Swans Quarter, SW8070801
Bruce,
My apologies for the delay in my response. There is a lot of information provided in this email,which takes time to
process. When submitting a modification,the aspects that are changing are evaluated for compliance. If the SCM
designs, BUA, or drainage areas are changing,that requires the reviewer to evaluate those changes and consider
what set of criteria that resultant aspect is subject to. If these aspects increase in size,that often triggers the
latest set of criteria. However, until a complete package is submitted and reviewed, it's difficult to confirm or even
comment. The best we can often do is provide enough information for the designers to hopefully make an
informed decision based on their design and proposed changes.
As for design storms, I believe you are familiar enough with the requirements over the years and the need for these
SCMS to be sized to hold that volume. Beyond that,the only jurisdiction we have is to ensure that the 10-year
storm event does not cause erosion. If calculations are provided to support that the SCMs do not discharge the
10-year storm event,then we can capture that in the permit language.
I appreciate your diligence and,at least on the surface of your email,it sounds like you are on the right track.
Christine
Christine Hall, PE(she/her/hers)
Wilmington Regional Stormwater Program Supervisor
Division of Energy, Mineral and Land Resources—Post Construction Stormwater Program
North Carolina Department of Environmental Quality
Office: [phone]
Address: 127 Cardinal Drive Ext.,Wilmington,NC 28405
[e-mail]
' 1.11.1..b.:ETItil Ao)
Emai correspondence to and tivin`This address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: [e-mail]<[e-mail]>
Sent:Thursday,August 15, 2024 11:26 AM
To: Hall,Christine<[e-mail]>
Cc: [e-mail]
Subject: [External] Non Discharging Infiltration Basins
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1

Hi Christine,
Hope you had a wonderful vacation.
I am trying to finalize Swans Quarter SW8-070801 for regular program submittal. I just want to make sure that the
existing permitted "non-discharging"style infiltration basins will not be an issue.See attached first 3 pages pdf of
the original permit. The page 3 item h Storage/Bypass Elevation is permitted as N/A*for all of the basins. With a
bottom of chart indicating the*is for Non-discharging infiltration basins. The permit was issued in 9-21-07,which
was issued prior to the use of the 2007 rules. I believe the proper terminology at the time was"alternate design
criteria", and Linda Lewis allowed us to show capacity to control the 25 year,24 hr storm with no discharge,and to
check the 10 year—10 minute storm event without flushing. Cape Fear Engineering used this method prior to me
taking over stormwater permit management for Bald Head Island Limited in the early 2000's. I believe McKim and
Creed might have also used this method before Cape Fear Engineering.
At the Service Village area of the island, Linda was willing in 1995 to allow for submitting for another Director's
Certification, like at the Bald Head Island Clubhouse. However,the Bald Head Island Limited Planning Director
and the McKim Engineer did not follow through on that method. (Just a tidbit of old information before I retire).
I have attached a 4-29-24 seal date set of re-calcs using the 2007 original permit data/2022 permit transfer data.
Calculation Section B are the 25 year—24 hour no discharge calcs. Because I could, I also calculated for the 100
year—24 hr storm, and still showed no theoretical discharge. Hurricane Florence's 500+year storm event
obviously inundated the island and the groundwater table, so I probably should just stick with 25 year—24 hour for
my upcoming major modification. Section C is the 10 year-10 minute storm calc without flushing, and Section D
is the drawdown time. We are talking an hour or 2, nowhere close to the allowable 5 day drawdown time. I plan
to use same spreadsheet format, but will make corrections for the 2023 infiltration rates based on new soil
borings/perc tests,and include the now reqd 2:1 factor of safety on infiltration rates. Seasonal High Groundwater
table was also higher in some areas, probably still affected by Florence.
Not asking you to look at little numbers. Just want to make sure that shallow, naturally vegetated sand bottom
infiltration basins controlling the 25 year-24 hour storm event will still be allowed as an alternate design criteria,
with no bypass or vegetated buffer required. Six of the infiltration basins retain their same bottom area,volume
and drainage area impervious amounts, although the drainage areas will have different boundaries and
areas. Two drainage basins will increase in size,and I am adding at least one, maybe two more drainage areas
with new infiltration basins. Please correct me if I misunderstood the previous express meetings, but the SB
waters(the Atlantic Ocean, 99-3)storm event is for an 11"storm event for infiltration basin volume, and only SA
uses the higher 1 year-24 hr 4.06" precipitation event for new impervious per 2017 rules.
Thanks for your time.
Bruce
Bruce Marek, P.E.
489 Eastwind Rd
Wilmington, NC 28403
Cell 910-228-2484
2

Email correspondence to ard from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties by an authorized
state officiau.l.
3

Hadidon, Catherine E
From: Hadidon, Catherine E
Sent: Thursday,June 20, 2024 3:39 PM
To: [e-mail]; 'David Sawyer'
Cc: Norris, Kellie E; Hall, Christine;Weaver, Cameron
Subject: Swan's Quarter- Meeting Outcomes - SW8070801
Hi David and Bruce,
I spoke with my supervisor Christine Hall in regard to next steps going forward for the proposed major modification
for Swan's Quarter.After the meeting that was held today it was understood that all 8 drainage areas are changing,
either increasing or decreasing in size,therefore differing, and exceeding from the scope outlined in the narrative
submitted with the express request. Unfortunately,this proposed modification cannot be accepted into the
Express Program because of the strict time constraints required.The current express guidelines limit eligibility to
projects that propose changes to a maximum of 5 SCMs. The reason for these limits is to ensure there is enough
time to properly review a project under the Express review timelines.Therefore,this modification, as currently
presented,would need to be submitted into the Standard Permit Program to allow for the necessary time to
complete review.
Please let us know how you would like to handle the check that was previously submitted for the review.This can
either be held for pick-up or voided.
Thanks,
Ca1h shine,I-ladidat
Environmental Engineer, Wilmington Regional Office
Division of Energy,Mineral and Land Resources—Post Construction Stormwater Program
North Carolina Department of Environmental Quality
Phone:[phone]
Email:[e-mail]
Address: 127 Cardinal Drive Ext.,Wilmington, NC 28405
�� aaIN
NOR-.:I CARC)LtNA
Department of Environmental dual N
Email correspondence to and from this address is subject to the North
Carolina Public Records Law and may be disclosed to third parties.
i

•
PY\avar rno dt / I / ODD
For DENR Use ONLY
Reviewer. C el�
ATA North Carolina Department of Environment and submit �D�a�
� Natural Resources
NCDENR Request for Express Permit Review Time: j t/Ord
Confirm:
FILL-IN all the information below and CHECK the Permit(s)you are requesting for express review. Call and Email the completed form to the
Permit Coordinator along with a completed DETAILED narrative,site plan(PDF file)and vicinity map(same items expected in the application
package of the project location.Please include this form in the application package.
• Asheville Region Alison Davidson 828-296-4698;allson.davidson@jrcdenrgov Provided Existing ee
related to this Projecttmits
• Fayetteville or Raleigh Region-David Lee 919-791-4203;david.leeCdtncdenr.gov
• Mooresville&Winston Salem Region-Patrick Grogan 704-235-2107 or patrick.grogan(ancdenr.gov SW 807L'891
• Washington Region-Lyn Hardison 252-948-3842 or ivn.hardisonOncdenr.gov SW—
SW
• Wilmington Region-Cameron Weaver 910-796-7303 or cameron.weavertdredenruor N DES
NOTE:Project application received after 12 noon will be stamped in the following work day. NPDES
WQ
Project Name:: , b :NaT County:BRUNSWICK W'i Q
Applicant:BALD HEAD ISLAND CLUB Company:DAVID SAWYER,CEO E&S
Address:P.O.BOX 3070 City:BALD HEAD ISLAND,State:NC Zip:28461- E&S
Phone:[phone].Fax:[phone],Email:[e-mail] Other CAMA 121-07
Physical Location:303 SOUTH BALD HEAD WYND(A.K.A. 1 SALT MEADOW TRAIL)
Project Drains into ATLANTIC OCEAN waters-Water classification SB(for dassification see-htto:/Iportal.ncdenr.orq/weblwo/ps/csu/classifications)
Project Located in CAPE FEAR River Basin.Is project draining to class ORW waters?N,within%mile and draining to class SA waters r\' or within 1 mile
and draining to class HOW waters?N
Engineer/Consultant :BI UUE AREKCP. Company:BRUCE MAREK,P.E.
Address:5489 EASTWIND RD City:WILMINGTON,State:NC Zip:28403- ECEI 'rl/I►�
Phone:[phone],Fax: _ Email:[e-mail]
PLEASE PROVIDE ESTIMATED INVESTMENT AND EXPECTED EMPLOYMENT,IF AVAILABLE P MAY 3 1 2024
$ # JOBS
SECTION ONE: REQUESTING A SCOPING MEETING ONLY BY
El Scoping Meeting ONLY ❑DWQ,❑DCM,❑DLR,El OTHER:
SECTION TWO: CHECK ONLY THE PROGRAM(S)YOU ARE REQUESTING FOR EXPRESS PERMITTING
❑401 Unit ❑Stream Origin Determination:_#of stream calls-Please attach TOPO map marking the areas in questions
❑Intermittent/Perennial Determination:_#of stream calls-Please attach TOPO map marking the areas in questions
❑401 Water Quality Certification El Isolated Wetland( linear ft or acres)
❑Riparian Buffer Authorization El Minor Variance ❑Major General Variance
:- e torrri;-A—T ❑General U SFR, 11 SFR<1 ac. ❑Bkhd&Bt Rmp, ❑Clear&Grub, U Utility ❑Other
El Low Density ❑Low Density-Curb&Gutter _#Curb Outlet Swales El Off-site[SW (Provide permit#)]
El High Density-Detention Pond _#Treatment Systems [Si High Density-Infiltration 8#Treatment Systems
El High Density-Bio-Retention _#Treatment Systems ❑High Density-SW Wetlands _#Treatment Systems
El High Density-Other _#Treatment Systems /I�1 MOD LE Major El Minor❑Plan Revision El Redev.Exclusion SW (Provide permit#)
El Coastal Management El Excavation&Fill ❑Bridges&Culverts ❑Structures Information
El Upland Development El Marina Development ❑Urban Waterfront
❑Land Quality ❑Erosion and Sedimentation Control Plan with_acres to be disturbed.(CK# (for DENR use))
SECTIOA THREE-PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT(for both scopinq and express meeting request)
Wetlands on Site El Yes;;=, .ru Buffer Impacts:❑No❑YES: _acre(s)
Wetlands Delineation has been completed:❑Yes❑No Isolated wetland on Property El Yes❑No
US ACOE Approval of Delineation completed:El Yes El No 404 Application in Process w/US ACUE: El Yes ❑ No Permit
Received from US ACOE❑Yes El No
For DENR use only
Fee Split for multiple permits: (Check# 1 Total Fee Amount$
SUBMITTAL DATES Fee SUBMITTAL DATES Fee
CAMA $ Variance(D Maj;❑Min) $
SW(❑HD,❑LD,❑Gen) $ 401: $
LQS 1 I $ 1 Stream Deter,_ I I $
NCDENR EXPRESS January 2014

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riruce Merck, P,E..
5489 end Rd
Wilmington, PIC 28403
CeJ 91 O-228-248y4
5-31-24
NCOEMLR`
EXPRESS STCRMWATER
i 27 Cardinal Drive Extension
Wiknington, NC 28405
Updated NarraftveiSubmIttal Express.Review Request for Major Modification to Bold Head!stand Club,
Inc High Density Star. wotc r Permit SW8-O70LO1 Swans Quarter
The SW8-070801 Permit was initially issued in 2007 to &aid Head island Limited. LLC for 8 replacement
three story condominium buildings,.2 entry structures plus:three sheds.plus roods/sidewalks/parking On.
it's 3.25 acre site on Bald Head Island, NC west adjacent to/wrapped around three sides of the Bald
Head island Club tennis courts. The permitted buildings were a replacement for ca 10 building
condominium complex that had burned down in 1994. The original condo buildings were_constructed
prior to the 1988 State tWQ/Stcrmwater Program inception. The Bold Mead Island Club golf course
opened in J 974, The SW8-070801 permit allows for 61,156 sf(1.40 ac) of impervious in 8 drainage areas
treated in shallow sand bottom vegetated infiltration basins.. in the 9-214)7 Original Permit, BUA was
listed as just'two categories-Buildings.and Roads/Parking.
in 2021, the Bald Head island Club. Ina. purchased Swans Quarter and the adjacent Salt Meadow
Tract parcel from Bald Head Island Limited, LLC. The Swans Quarter permit wen thence transferred to
the Bald Head Island Club; inc.
Note: the existing/adjacent Bald Head Island Club MainCiubhouse/Tennis Courts/Swimming Pool{sj!
Recreational Facilities area was permitted, in 1989 by Directs is Certification as SW8-890106. At that
time neither were in a CAMA AEC. Both now have CAMA permits, with the Swans Quarter CAMA
Permit being #12I-07,issued at the same time as the SW8-070801-Stormwater Permit.
The purpose of this Express Submittal is to change the.purpose of the site from a Condo Project to a
Club.Recreational Facility. We ore also adding 0.62 acrea(of land that the Club acquired from Bald
Head Island Limited in 2021 that fronts the road and was neither in SWS-070801 or SW8190106.The
new
Permit Acreage wilt be 3-.87+/ acres. There is no change to the number of drainage areas/infiltratior,
bash ,q'uontily8. Drainage area #7 will now include the majority of the udditionol pOrCei area; and
will also have additional in-pervious for a new club circulation road south of the original swrrnming
pool/tennis' courts and pickle bail. This doubles as a utility company access road.to the pool area
grinder pump. The new impervious area in drainage area 7 is being counted per the 2017 rule ;with cs
much longer linear infiltration basins-between the South Bald Head Wynd berm and the sand votleyboll
court.
However, with the addition of overall site-area.,and the change in purpose of the site. the drainage
areas will have new boundaries and thus new drainage areal's). To fit the site layout, some infiltration
basin shapes will change. Infiltration basins IBC. IB#5 and IB#8 are identical to the 2007' permit.
shapes/geometry. !o #'s.2,3,4,6 & 7 tail!change shape:. New calculations wilt be provided for all 8. as
nave updated 2023 Soil Boring(Perc0iation tests which will be used to update the expected infiltration
rates,seasonal high water tables and times to draw down. Infiltration Basin depths all remain at I'.
In addition to the south circulation road, the Village Public Utilities want a direct utility access driveway
to the Club Grinder pump. We will be using 4" minimum of #57 stoneron:a geotextile, between the
new playground site and the original Club PoOl. It will be dppx 1150 siof between fences.
SW8-070801 Bald Head Island Club Swans Quarter Express Review Narrative EBMPE -5-31-24

An 8-6-2020 permit Major Modification for a turfstone golf cart parking lot predominantly in Drainage
Area Basin 4 {ola terrriinology) with some portions tributary to Basins 3 & 5, was permitted as an
interconnected infiltration basins 3-4-5 as Phase 1. temporary until the 8 Condo Buildings were
constructed per the 2007 Permitted Plan, considered as Phase 2. The Club is also planning a new
"Golf Building" on/north of the lagoon north of the oarking lot in the Club SW8-890106 permit area.
The artsy Master Plan planned road/new parking layout is not conducive for forklifts and scissor tits to
get around the building, so the turfstone will remain for a year. That was part Of a permitted.
interconnected system of Infiltration basins #3, #4 and #5. I will still be using a portion of lB4P5 and the
temporary I8$4,as well as.build a portion of new 1B#2 to provide the required volume for The turfstone
lot which is calculated as 100% impervious (i.e. no credit was ever taken for the old meth:od of
tu'fstone credit).
Various portions of the 2007 &. 2020 Permits, and several CAMA permit Modifications and Letters of
Refinement for berming, lagoon filling, sheds, fences, wood walkways, lay down areas/lay down yard
and permitted impervious exist at the site, and the existing playground equipment or' the Bald Head
Island Club Site are being :moved to the Swans Quarter Site. Sediment & Erosion Control Permits for
Swans Quarter BRUNS-2008-032 and Bald Head island Club BRUNS-2018-008 have been combined/re.
permitted as new S&E Permit BRUNS:2024-0113 With Construction Storrnwater .Permit COC
#NCC240159. The Bruns-2008-032 permit allowed for stockpiling of construction materials on the Swans
Quarter site behind silt fence,as does the new Bruns-2024=0113 S&E permir..
With this submittal, I Will also be reclassifying the impervious as now listed on the SSW-•SSU-rol-
Applica?loin as On Site Buildings, Streets, Parking. Sidewalks,Qtner On-Site, and Future, inStead of the
existing two listings. This will better reflect the site going forward. Landscape Architect Coieienest-
Ston.e Color Rendering/Master Plans are included for the approximate new site plans.
The Golf House, fitness Center Expansion. Croquet Green parking: Lot and the proposed new
road/parking south of the swimming pools are ail in the Bald Head Island Club's Club Stormwafer
Permit: which will be submitted for Plan Revision to S►fy8-89'0106 separately. Those items should not be
considered as being part of this Swans Quarter Permit Review.
:A
MES
•
•7:tl=liil
SW8-070801 Bald Head island Club Swans Quarter Express Review Narrative IE3MPF: 5-31-24

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SCHEMATIC PLAN-GOLF HOUSE BUILDING AND CIRCULATION O
BALD HEAD ISLAND CWB 150683 I BHI,NC I 02.21.24 7-� -'^1"=40'
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DEQ Internal Use Only
Express Request Tracking Sheet/Checklist
Project Name: _ i,..t>,i4 a '5, ,,,
Consultant POC*: '
County: N S
*(could be different than listed on the request)
Programs: TIEC : Stormwater nboth EC&Stormwater, bundled
SW Permit Type: 'New 11. Major Mod . : Minor Mod Rescission
Express Request Received Date:
ElExpress Request is complete and i cl des the following
arrative
mi Site Plan
IN Vicinity Map
SA and/or HQW waters completed
y --•-•,a •• . .' turbed acres is iDed
rmit It: " --`--- DI el a )
Pull the file
Express request, associated documents,and any pertinent emails saved to the G drive
date Express Excel tracking sheet
Storm rater Erosion Control
Date Given to DEMLR staff for vetting: ` "'
(If bundled,SW then EC)
DEMLR's notes:
0.Y1.onien 5 Berns ) adld , t 03 0.va aCCCS -i-v Dn P P
Assigned Reviewer: lii 1,- f
Acceptable Dates/Times: 149 .b i lrr1
Date Given to DEACS to confirm date&timer (,/4 . , Onn
i'
IIII In the Express calendar,create a "placeholder" meeting for date&time with the following:
: •I'nvite reviewers (assigned reviewers as "required", others as "optional ")
E Subject should ID reviewers and project name(e.g. "KBN-Dollar General") J f d 2�A� baEa il
a,
List the type of project, permitting action, and fee (e.g. "New/HD/$4,000")
Total fee
EC Fee r SW fee k/(R. ,f'; . w SA*IIN..r •
: �(
Date&time is consistent with scheduled meeting date ' V l
519
n Meeting is color coded to the reviewers ` )
or cheduling email sent to all parties (consultant/applicant) on:
(When should the next actions be taken?)
Schedule a conference room
Update Express Excel tracking sheet

_ DEMLR USE ONLY
Date Received Fee Paid Permit Number
Applicable Rules: ❑ Coastal SW-1995 0 Coastal SW-2008 0 Ph II-Post Construction
(select all that apply) 0 Non-Coastal SW-HQW/ORW Waters 0 Universal Stormwater Management Plan
0 Other WQ Mgmt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an on
I. GENERAL INFORMATION NO.. nip+
rnairch (3 _-rn��
1. Project Name(subdivision,facility,or establishment name-should be c
specifications,letters,operation and maintenance agreements,etc.): (S t i)G.'n'S I)uax+e-r)
(Bald Head Island Club) Swans Quarter
2. Location of Project(street address):
1.2 miles South of Bald Head Island Marina Ferry Terminal on South Bald Head Wynd (Appx 281 SBHW)
City:Bald Head Island County:Brunswick Zip:28461
3. Directions to project(from nearest major intersection):
Take Bald Head Island Ferry from Deep Point Marina Ferry Terminal, Ferry Rd,Southport,NC to BHI
Proceed eastward along South Bald Head Wynd. Site is just west of(prior to)Bald Head Island Club
4. Latitude:33°51'43"N Longitude:78°00'22"W of the main entrance to the project.
II. PERMIT INFORMATION:
1.a.Specify whether project is(check one): New ZModification ❑Renewal w/ Modificationt
tRenewals with modifications also requires SWLI 102-Renewal Application Form
b.If this application is being submitted as the result of a modification to an existing permit,list the existing
permit number from SW8-070801 ,its issue date(if known) 9-21-2007 ,and the status of
construction: ❑Not Started ®Partially Completed* ❑Completed* *provide a designer's certification
2. Specify the type of project(check one):
['Low Density ®High Density ['Drains to an Offsite Stormwater System ['Other
3. If this application is being submitted as the result of a previously returned application or a letter from
DEMLR requesting a state stormwater management permit application,list the stormwater project number,
if assigned, and the previous name of the project,if different than currently
proposed,
4.a.Additional Project Requirements(check applicable blanks;information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major ❑Sedimentation/Erosion Control: ac of Disturbed Area
❑NPDES Industrial Stormwater 0404/401 Permit:Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name,Project/Permit Number,
issue date and the type of each permit:CAMA Major 121-07
Sediment&Erosion Control BRUNS-2024-0113; Construction Stormwater COC NCC240159
5. Is the project located within 5 miles of a public airport? No ❑Yes
If yes,see S.L.2012-200,Part VI:http://portal.ncdenr.org/web/lr/rules-and-regulations
Form SWU-101 Version Oct. 31,2013 Page 1 of 6

III. CONTACT INFORMATION
1.a.Print Applicant/Signing Official's name and title(specifically the developer,property owner,lessee,
designated government official,individual,etc.who owns the project):
Applicant/Organization:Bald Head Island Club
Signing Official&Title:David F.Sawyer,CEO
b.Contact information for person listed in item la above:
Street Address:1 Salt Meadow Trail
City:Bald Head Island State:NC Zip:28461 r'
i��ed s;grah.ot _
Mailing Address(if applicable):P.O.Box 3070 *ncri r yyAcot
City:Bald Head Island State:NC Zip:28461.V
Phone: (910 ) 457-7300 Fax: ( ) q, reSS S
NCSpg
Email:[e-mail] -
c.Please check the appropriate box.The applicant listed above is:
The property owner(Skip to Contact Information,item 3a)
❑Lessee*(Attach a copy of the lease agreement and complete Contact Information,item 2a and 2b below)
❑Purchaser*(Attach a copy of the pending sales agreement and complete Contact Information,item 2a and
2b below)
❑Developer*(Complete Contact Information,item 2a and 2b below.)
2.a.Print Property Owner's name and title below,if you are the lessee,purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Organization:
Signing Official&Title:
b.Contact information for person listed in item 2a above:
Street Address:
City: State: Zip:
Mailing Address(if applicable):
City: State: Zip:
Phone: ( ) Fax: (
Email:
3.a. (Optional)Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization:Matt Hefflefinger
Signing Official&Title:Bald Head Island Club Recreation Director&Project Manager
b.Contact information for person listed in item 3a above:
Mailing Address:P.O.3070
City:Bald Head Island State:NC Zip:28403
Phone: (910 ) 4457-7300 Fax: (
Email:[e-mail]
4. Local jurisdiction for building permits:Village of Bald Head Island
Point of Contact:Stephen Boyett Phone#: (910 ) 457-9700
Form SWU-101 Version Oct.31,2013 Page 2 of 6

IV. PROJECT INFORMATION
1. In the space provided below,briefly summarize how the stormwater runoff will be treated.
Swans Quarter is located across the road from the Atlantic Ocean. Site is sand.Stormwater will sheet flow
and be treated in 8 infiltration basins of same impervious,bottom area and volume as the 2007 permit..
This major mod changes 8 bldg condo site to BHI Golf Club additiona recreational facilities and cart parking.
This mod also increase site area by 0.62 ac to 3.87 ac due to purchase of adjacent parcel never in a SW permit.
2.a.If claiming vested rights,identify the supporting documents provided and the date they were approved:
❑Approval of a Site Specific Development Plan or PUD Approval Date:
❑Valid Building Permit Issued Date:
❑Other: Date:
b.If claiming vested rights,identify the regulation(s)the project has been designed in accordance with:
❑Coastal SW-1995 ❑Ph II-Post Construction
3. Stormwater runoff from this project drains to the Cape Fear River basin.
4. Total Property Area:3.87 acres 5. Total Coastal Wetlands Area:0 acres
6. Total Surface Water Area:0 acres
7. Total Property Area(4)-Total Coastal Wetlands Area(5)-Total Surface Water Area(6) =Total Project
Area+:3.87 acres
+ Total project area shall be calculated to exclude the following: the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water(NHW)line or Mean High Water
(MH )line,and coastal wetlands landward from the NHW(or MHVW)line. The resultant project area is used to
calculate overall percent built upon area(B A). Non-coastal wetlands landward of the NHW(or MHVV)line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area/Total Project Area)X 100 =61156/168,580=36.3%
9. How many drainage areas does the project have?8(For high density, count 1 for each proposed engineered
stormwater BMP. For low density and other projects,use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project,attach an additional sheet with the information for each area
provided in the same format as below.
Can thss he
Basin Information Drainage Area`I' Drainage Area_ Drainage Area_ Draina fevicl i-y
Receiving Stream Name Atlantic Ocean See Supplement OrigPermit Total
Stream Class * SB Sheets 3a&3b SB 'r` "c +YU--
Stream Index Number* 99-3 seal date 6-17-20 99-3 p rvpDSe c.) *-‘6
Total Drainage Area(sf) 168,580 sf for all 8 DA Info 141,637 sf
On-site Drainage Area(sf) 168,580 sf 3a is this Mod 141,637 sf
Off-site Drainage Area(sf) 0 sf 3b=this+9-21-07 0 sf
Proposed Impervious Area**(sf) 61,156 sf sf No Change from 61,156 sf sf
% Impervious Area**(total) 36.3% 9-21-07 Permit 17.0%
Impervious'Surface Area Drainage Area T Drainage Area_ Drainage Area_ Drainage Area
On-site Buildings/Lots (sf) <---This Mod 37,160 sf <-9-21-07 Permit
On-site Streets (sf) 23,996 sf
On-site Parking (sf) in streets
On-site Sidewalks (sf)
Other on-site (sf) sf
Future(sf) 0 sf
Off-site (sf) _
Existing BUA***(sf) 2024 Mod 9-21-07 Permit
Total (sf): 61,156 sf No BUA Change 61,156 sf
* Stream Class and Index Number can be determined at: httvJ/aortal.ncdenr.org/web/wq/ps/csu/classifications
** Impervious area is defined as the built upon area including,but not limited to,buildings, roads,parking areas,
sidewalks,gravel areas,etc.
Form SWU-101 Version Oct.31,2013 Page 3 of 6

***Report only that amount of existing BLIA that will remain after development.Do not report any existing BLIA that
is to be removed and which will be replaced by new BUA.
11. How was the off-site impervious area listed above determined?Provide documentation.No off-site included.
By P.E.inspection. Mostly flat site with sand infiltration rates in excess of 15"/hr.
Projects in Union County: Contact DEMLR Central Office staff to check if the project is located within a Threatened&
Endangered Species watershed that may be subject to more stringent stormwater requirements as per I SA NCAC 02B.0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance(O&M)forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from http://portal.ncdenr.org/web/wq/ws/su/bmp-manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Energy,Mineral and
Land Resources(DEMLR). A complete package includes all of the items listed below. A detailed application
instruction sheet and BMP checklists are available from
http://portal.ncdenr.org/web/wq/ws/su/statesw/forms does. The complete application package should be
submitted to the appropriate DEMLR Office. (The appropriate office may be found by locating project on the
interactive online map at http://portal.ncdenr.org/web/wq/ws/su/maps.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item.All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from http://portal.ncdenr.org/web/wq/ws/su/statesw/forms does.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form.
2. Original and one copy of the signed and notarized Deed Restrictions&Protective Covenants
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed,signed and dated)and O&M
agreement(s)for each BMP.
4. Permit application processing fee of$505 payable to NCDENR. (For an Express review,refer to
http://www.envhelp.org/pages/onestopexpress.html for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative(one to two pages)describing the stormwater treatment/management for
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within IA mile of the site boundary,include the 3
mile radius on the map.
7. Sealed,signed and dated calculations(one copy).
8. Two sets of plans folded to 8.5"x 14" (sealed,signed,&dated),including: _
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures,the banks of streams and rivers,the MHW or NHW line of tidal SBCi,'t'n \ 1
waters,and any coastal wetlands landward of the MHW or NHW lines. ne_eck.5 .s.g
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures,the banks of streams or rivers,and the MHW(or NHW) of tidal waters. CbYYlplei ecL
i. Dimensioned property/project boundary with bearings&distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours,proposed contours,spot elevations,finished floor elevations.
1. Details of roads,drainage features,collection systems,and stormwater control measures.
m.Wetlands delineated,or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage(including off-site),drainage easements,pipe sizes,runoff calculations.
o. Drainage areas delineated(included in the main set of plans,not as a separate document).
Form SWU-101 Version Oct.31,2013 Page 4 of 6

p. Vegetated buffers (where required).
9. Copy of any applicable soils report with the associated SHWT elevations(Please identify
elevations in addition to depths)as well as a map of the boring locations with the existing
elevations and boring logs.Include an 8.5"x11"copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs,the report should also
include the soil type,expected infiltration rate,and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO:Schedule a site visit for DEMLR to verify the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed.Deed book:4696 Page No:18
11. For corporations and limited liability corporations(LLC):Provide documentation from the NC
Secretary of State or other official documentation,which supports the titles and positions held
by the persons listed in Contact Information,item la,2a,and/or 3a per 15A NCAC 2H.1003(e).
The corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State,otherwise the application will be returned.
http://www.secretary.state.nc.us/Corporations/CSearch.aspx
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions,outparcels,and future development,the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary,a table listing each lot number,lot size,and the allowable built-upon area must be
provided as an attachment to the completed and notarized deed restriction form. The appropriate deed
restrictions and protective covenants forms can be downloaded from http://portal.ncdenr.org/web/lr/state-
stormwater-forms docs.Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner,it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s)below,the permit holder(s)certify that the recorded property restrictions and
protective covenants for this project,if required,shall include all the items required in the permit and listed
on the forms available on the website,that the covenants will be binding on all parties and persons claiming
under them,that they will run with the land,that the required covenants cannot be changed or deleted
without concurrence from the NC DEMLR,and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm(such as a
consulting engineer and/or firm)so that they may provide information on your behalf for this project(such as
addressing requests for additional information).
Consulting Engineer:Bruce Marek,P.E.
Consulting Firm:Bruce Marek,P.E.
Mailing Address:5489 Eastwind Rd
City:Wilmington,NC 28403 State:NC Zip:28403
Phone: (910 ) 228-2484 Fax: (
Email:[e-mail]
IX. PROPERTY OWNER AUTHORIZATION(if Contact Information,item 2 has been filled out,complete this
section)
I, (print or type name of person listed in Contact Information,item 2a)Not Applicable:Sign at Section X. ,certify that I
own the property identified in this permit application,and thus give permission to(print or type name of person
listed in Contact Information,item la) J jWip F.SAw'-ll t with(print or type name of organization listed in
Contact Information,item la)$ANb wog tuAno cur to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal,which indicates the
party responsible for the operation and maintenance of the stormwater system.
Form SWU-101 Version Oct.31,2013 Page 5 of 6

As the legal property owner I acknowledge,understand,and agree by my signature below,that if my designated
agent(entity listed in Contact Information,item 1)dissolves their company and/or cancels or defaults on their
lease agreement,or pending sale,responsibility for compliance with the DEMLR Stormwater permit reverts back
to me,the property owner.As the property owner,it is my responsibility to notify DEMLR immediately and
submit a completed Name/Ownership Change Form within 30 days;otherwise I will be operating a stormwater
treatment facility without a valid permit. I understand that the operation of a stormwater treatment facility
without a valid permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement
action including the assessm t of it penalties of up to$25,000 per day,pursuant to NCGS 143-215.6.
Signature: Date: I"f-2
I, 111 r,i nrv. IR Cbv►1 e ,a Notary Public for the State of NI brT1 Caroii via..County of
127rur1Stut do ,do hereby certify that Ravi d 5aL y.,r personally appeared
before me thisaD day of PCpri I ,aciaq,and acknowledge the du execution of the application for
a stormwater permit. Witness my hand and official seal, /1, a
..,,,,,,„„...„.„„.
+`m44,—,\t�'�'.R CO::„41,,y,t\s,� SEAL o t'`►(�
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X. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in Contact Information,item la)David F. Sawyer ,
certify that the information included on this permit application form is,to the best of my knowledge,correct and
that the project will be constructed in conformance with the approved plans,that the required deed restrictions
and protective covenants 'll be recorded,and that the proposed project complies with the requirements of the
applicable stor r rul under 15A NCAC 2H.1000 and any other applicable state stormwater requirements.
Signature: Date: if'30_24,1
I, l t risnr. R con 1 ,a Notary Public for the State of t')6 4k ('Arnl.na ,County of
1 ri.i vl5w{'d_ ,do hereby certify that Dam Iet SQyuye,r personally appeared
before me this 30 day of April ,e209.'I,and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal, 1/14,..- /P
e� nysmeetu ��. SEAL
O
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�OTAR� •
9la
? a My commission expires
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Form SWU-101 Version Oct.31,2013 Page 6 of 6

High Density Commercial Subdivisions
Deed Restrictions & Protective Convenances
In accordance with Title 15 NCAC 2H.1000 and S.L. 2006-246, the Management Regulations, deed
restrictions and protective covenants are required for High Density Commercial Subdivisions where
lots will be subdivided and sold and runoff will be treated in an engineered stormwater control facility.
Deed restrictions and protective covenants are necessary to ensure that the development maintains a
built-upon area consistent with the design criteria used to size the stormwater control facility.
I, VPsv l3 V. 5AVI 4(i K. , acknowledge, affirm and agree by my signature below, that
I will cause the following deed restrictions and covenants to be recorded prior to the sale of any lot
within the project known as (Bald Head Island Club) Swans Quarter
1. The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number SW8-070801 , as issued by the Division of
Energy, Mineral and Land Resources under the Stormwater Management Regulations.
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit.
3. These covenants are to run with the land and be binding on all persons and parties claiming
under them.
4. The covenants pertaining to stormwater may not be altered or rescinded without the express
written consent of the State of North Carolina, Division of Energy, Mineral and Land Resources.
5. Alteration of the drainage as shown on the approved plan may not take place without the
concurrence of the Division of Energy, Mineral and Land Resources.
6. The maximum allowable built-upon area per lot is for the site is 61,156 square feet.
*Note: If the BUA per lot varies, please substitute the following statement for the one above and
provide a complete listing of the proposed BUA for each lot:
The maximum built-upon area per lot, in square feet, is as listed below:
Lot# BUA Lot# BUA Lot# BUA Lot# BUA
This allotted amount includes any built-upon area constructed within the lot property boundaries,
and that portion of the right-of-way between the front lot line and the edge of the pavement. Built
upon area includes, but is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate,
coquina and parking areas, but does not include raised, open wood decking, or the water
surface of swimming pools.
7. All runoff from the built-upon areas on the lot must drain into the permitted system. This may be
accomplished through a variety of means including roof drain gutters which drain to the street,
grading the lot to drain toward the street, or grading perimeter swales to collect the lot runoff
and directing them into a component of the stormwater collection system. Lots that will naturally
drain into the system are not required to provide these additional measures.
8. The owner of each lot, whose ownership is not retained by the permittee, is required to submit a
separate stormwater permit application to the Division of Energy, Mineral and Land Resources
and receive a permit prior to construction.
9. The project and each lot will maintain a 30**foot wide vegetated buffer between all impervious
areas and surface waters.
**50 foot for projects located in the 20 coastal counties.
rt�ni5 cl,e.eca ces'1ric ii i
Form DRPC-1 Rev.2 05Nov2009 Page 1 of 2 15 't°r nee&d
perrrnik
sA-a're afed

high Density Commercial Subdivisions
Dee Restrictions & Protective Convenances
Signature: Date: =3S `24
I, nlijc la c r ky , a Notary Public in the
State of !'Jo (a„rnt,rhea , County of briArN5i,„ic c ,
do hereby certify that "3ovti 5a.wy,e.x- personally appeared
before me this the „go day of A ; I , 20 a`II , and acknowledge
the due execution of the foregoing instrument. Witness my hand and official seal,
if /� 6.1),/
SEAL
Signature
My Commission expires 9dS-1 0„""""tt,y,,,
C •,,
Y t. S.
z Iktistoc
1/13LIC i r
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Form DRPC-1 Rev.2 05Nov2009 Page 2 of 2

. . ._. - • . . .- ••
. , . . , .
Project Name (iA.Md.....044010464.-04.0) Swans 40a*t0'0/034r1.0801i.
Project Location:$00th:4011*Niati:VilkntiBiliir:Nead Island NC 28461 ' ..:'" ' ••••• 1:
Maintenance recants shall be kept on the folloWin4SCM(S). This maintenance record shall be kept in slog in ii.knOint seflocatiOn:
Any deficient SCM elements noted in the inspection will be corrected,repaired,or replaced immediately. These deficiencies can affect
the Integrity of structures,safety of the public,and the pollutant removal efficiency of the SCM(s).
This SC14(s)to this project include(check all that apply&'. -,;.ndi ,O&M sheets wilt be added automaticati :
Infiltration Basin Quantity:1111131111 Locatiorifsp Ibtoti flea Site'. i . .. .- ". •
Infiltration Trench Quantity:Mallifili Lecation(a): .. ., . . ..
Eiloretention Cell Quantity:ono' 1.0.800N8):
Wet Pond Quantity:iiiiMIIIIN bscafieli(s): .,:--. ,::-. .. . l:.. .• -
Stormwater Wetland Quantity:laiitnil Locatiop(s):
Permeable Pavement Quantity:NENE Location(e):.... : ....... :: : :.... . ... ... .
Sand Filter Quantity:Mill 1.ocatfort(s):
Rainwater Harvesting Quantity:MEN LOcation(s):-.•..- ..' •::.:. • ... -.- l; , . :
Green Roof quantity Leeetion(Oz..- ::.-... ..-. . .... ........ : , ; ....:.' .-:.
Level Spreader.,Filter Strip Quantity:MIS Loostlon(s)!. •-• - :.. ..•,- .. .' ... • .1.. ...,
Proprietary Systern Quantity;Mi. LoCation(s):: :- .. . :: . :-:'...•;.. :.
Treatment Swale Quantity: .... ... Loilatkuifer . . . ..., . ... .... .;.
Dry Pond Quantity:MIMII Lociirron(S):
Disconnected Impervious Surface Present: Na: Locetion(s):
User Defined SCM Present: No ... Location(s):' •• :.. . .1 ;I. " :: . : •.
Low Density Present!•:.: No ' Type: . :.. . : .•.-;. : .'. '-' '. : .. '
I acknowledge and agree by my signature below that i am responsible for the performance of the maintenance procedures fisted for
each SO4 above,end attached O&M tables. I agree to notify NeDEOolany problems with the system or prior to any changes to the
system or responsible party.
Responsible Party:David'Sawyer... : • .. :-- -1.•. . .. ':. : .. .
Title&Organization:-'100.0i Rata Head Island Club .• • ::::r '. : . :...... .h... . :..:,1
Street address: P.Pkpot-2070:. :.- .::.:: .:-.HE -:. •:.: :".. : •. .::.-...: : :. -•. . •:
City.state;zip:got ffiaat.41antl,.ge.28461
Phone nuntbe4s)! 7.7300all ,:::-..: ' '.I .'. :.::•::.:.• .:: .:. '''' .. ' • - -: ,--.'- . =
; f1bhlslandcIub.nat_-.,',..,;','..::
Signature: Date: ii/Itql241
1, riNyottitivi: . :(', . ,allotary Public for the ttatell i'Vcr411 t.ang .i.0
County of 13rwmNic : ,do hereby certify that 7:3segVA &ftkYye r
personally appeared before me this- II day of _.1"1-44kt*- iapaul and
acknowledge the due execution of the Operations and Main Agreement.
Wi t -,- -., ,,t.and otficial seal, if .re'
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Vain is: orma,, niemera :Page I.0f 1

-. ._,:•: _ - ian.8atefn.ili�te�inonctt meet -
important operation end.maintenance procedures:
The drainage area will be carefully managed to reduce the sediment load ta the infiltration basin.
No portion ofthe adiftiatlon basin wilt be'fertilized after the initial fertilization that is required to establish the vegetation:
Lime may be allowed if:vegetation is planted on the surface of the infiltration basin and a troll test shows that it is needed.
-The vegetation in and around the basin will be maintained at a height of four.to six inches.
After the infiltration basin is established,it will be lnapeciertarteriy and within 24 hours after,every storm event greater than 1.0 Inches
(or 1..5 inches if in a Coastal County)Records ecords of operation and maintenance shalt be kept in a known set location and shall be wallet le upon
request.
Inspection activities shall:be performed as follows: Any problems that are found shall be repaired immediately.
SCM element: Potential problem: How to remediate the problem:
The entire infiltration basin Trash/debris Is present. Remove the trash/debris.
Areas Of baresoii and/or erosit Regrade the soil If necessary to remove the gully;plant ground cover and
gullies have formed_. water until it Is established. Provide lime and a onetime fertilizer applic adon.
The grass fitter strip or other
pretreatment area Sediment has accumulated to aSearch for the source of the sediment and remedy the problem if possible:
depth of greater than three Remove the sediment and dispose of.k in a location where it will not cause
inches. impacts•fo.stream's or the SCM.
The structure is dogged. Unclog the conveyance and dispose of any Sediment in a location whereat will
The flow diversion structure not cause impacts to streams or the SCM.
(if applicable)
Make any necessary repairs or replace larn if damage
The structUrs is damaged. p is too muchfW"repair:
The inlet pipe ie.clogged(if Unclog the pipe and dispose of any sediment in a location where It wili not
apphcabte) Cause:impacts to streams or the.SCM.
The inietpipe is cracked or
otherwise damaged(if Repair or replace the pipe.
applicable).
The Inlet device
Erosion is occurring in the Regrade the swale if necessary and prori{de erosion control:deviceseutt as
Swale(if applicable). reinforced turf matting}:or riprap to avoid future erosion:problems:

Stone verge is dogged or
covered in sediment(if Remove sediment and clogged stone and replace with dean stone.
applicable).
More than four inches of Search for the source of the sediment and remedy the problem If possible.
sediment has accumulated. Remove the sediment and dispose of it In a location where it will not cause
Impacts to streams or the SCM.
The basin Erosion of the basin surface ha:rovide additional erosion protection such as reinforced turf matting or rii
occurred or riprap is displaced.If needed to prevent future erosion problems.
Water is standing more than Replace the top few inches of soil to see if this corrects the standing water
three days after a storm event.problem.If not.consult an appropriate professional for a more extensive
repair.

td}eraetr
y r_
i 1 • YI t Y 'fV r.K / '1 r /1� t a .i K ♦'
SCM Potential-problem: How to.remediate the problem:
Shrubs or.trees are growing or Rein-save shrubs and:trees immediately.
the•embankment.
The embankment An annual inspection by an
appropriate professional shom
that the embankment needs Make needed repairs immediately.
repair.
Clogging has occurred. Clean out.the outlet device and dispose Of'sediment in a location where"r will
not cause impacts to streams.or the SGM.
The outlet device
The outlet:device is damaged Repair or replace the outlet device.:
Erosion or other signs of
damage have occurred at the Repair the:damage and improve the flow dissipation structure.
Piglet
The receiving water
i'i'ischarges from the Htflltration
basin ere-causing'eis mn or
sedimentation in the:recehlin'g Contact the local NCDEQs Regional Office.
water.

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DRAINAGE AREAS
^ 1 Is this a high uwou*nm'emv �
2 -If so,number of drainage areasISCIVIs
u Does _.
* If so,number of low density drainage areas I
—all/part--this project subject~previous rule ! |
o versions? --� ----��---
FORMS LOADED
- — —' ---f-- — �'

INFILTRATION SYSTEM
1 trainage area number 2 Minimum r?cEired treatment volumekeu ft)
;
---1 1
! 1551 ii .
,.
. 2 ,•
.
fro a 1.
3
,,
1725 ef -; 4
788 cf .,
5 i,
1518 cf ,
8
.,
:
11ef ' 7 8
i'str4EPV,,mer MpMOn,Ipso
rn Is the S51sized.to treat the SW from all surfaces at build-out? i Yes !! Yes '• . Yes !., Yes Ji Yes Yes Yes , yei,--, ,Ill
1,.......
4 ils the SCM located away from contaminated soils? i
, Yes !; Yes Yes Yes :,
Yes I
i Yes 1: Yes , Yes i
;:. i'
1: 5 What are the side slopes of the SCM(H:V or enter'Vertical"for i,
I 3:1
3:1 4.,
L _,trench .)? 3:1 ri 3:1 I 3:1 3:1 3:1 1 3:1 . i, ,
+
!Does the SCM have retaining walls,gabion walls or other engineered k:
j,6 • Y
side sldpes? _j_ No [ No , -I-4 ,i. No No No
-
I, 7 Are the inlets,outlets,and receiving stream protected from erosion r
T • •
- ,.
1 ,. yes
,
(10-year storm)? Yes -4- s Ye
,
_ Yes
Yes
es Y
11 Yes
Yes
Is there an overflow or bypass for inflow volume in excess of the I 1: _
design volume? ! No No No No li No J No No
-- • Pump(preferred)
.., ,..- -
9 jWhat is the method for dewatering the SCM for maintenance? t Pump(preferred), rump Pump preferred) Pump: (preferred) • Pump(preferred)t,-Pump(preferred) ' Pump(preferred) : Pump
10 If applicable,will the SCM be cleaned out after construction?
-F Yes
Yes
, Yes Yes . Yes
1
. Yes Yes f
Yes
11 stt hhceemdmr.aa il nn tae;en.c ea s el amcf family
nst.si c ocol 1 nrizt d 0 el yww,t hi:hG.Glepen)enterhar al IpMi DDtcC(9()8?)?comply Yes
Yes Yes Yes Yes • Yes
13 IDD°theeess r MDC(9)? with
N/A N/A .
N/A WA -
-.. .
i :•
T.
WA N/A N/A I . NIA _
.j 14 Is there an O&M Agreement that complies with General MDC(11)? r i
. .
I Yes r
. Yes Yes .j Yes Yes Yes. 1.. , Yes _L_ ,Yes
-A•-•
15 Ils there an O&M Plan that complies with General MDC(12)? I Yes 1,
Yes Yes Yes Y .,
es ,I Yes _I Yes
I fel
l
16 Does the SCM follow the device specific MDC?
+ -T
Yes , Yes Yes ,
,,
•
,... Yes Yes ' Yes ,,
Yes Yes . .
, •17 Was the SCM designed by an NC licensed professional? Yes , Yes Yes Yeg - -We "Yes 1, Vie q Yes
..,•• . ,
IIMPLIAliON Y.`STEIV;MC it3i.-Al;02.11
. . .
"-• . q
18 !Proposed slope of the subgrade surface(%) 1 0% ! 0% --1- -- 0% 0 - 4
% '.! C - ''' 0% ' 'i '-- 0%
- :- - -...
19 ;Are terraces or baffles provided? . No
ii No il NO ' No No -I No i No '.i No I
20 T e of retreatment: Other ,, Other t Other ' c Other Other Other Other j Other ..1
Soils Data
p ,: ,.
Was the soil investigated in the footprint and at the elevation of the 4 r-- .
21 i: f• 1 f.:
infiltration system? Yes .'
....11.... Yes .. Yes ? Yes 1 Yes Yes Yes Yes • 1
22 ,SHWT elevation(fmsl) 3.83 :• 3.58 i" 3.53
f
---t I-
23 pt Deh to SHVVT per soils report(in) 2.67 ,• 1:87 -I 1.34 ‘•- 1.87 2.08 2.50 2.83 ----1
i• ..:''
24 ,Ground elevation at boring in soils report(frns!) 850 z 4.90 1 5.20 T
„ 4.90 • -. 4.80 L 5.50 ' ,,4 52° 625 - 1
.- ;;• rr
,
I Is a detailed hydrogeologic study attached if the separation is __
r; t -t-
25 ; 1r r. 0
'between 1 and 2 feet? Yes Yes Yes t: Yes 4 L
ii-- 1e.20 D.. 11.50 ''4 Yes Yes Yes i Yes i
--1 r :, 11 60 1,... ii.50 11.50
26 1Soil infiltration rate(in/hr) 11 50 18.20 .• q 17.50 .- -
-.
27 J Factor of safety(FS) (2 is recommendedl , 2.00 200 , 2.00 It. . 2,00 ..I 2.00 . .... 2 00..._ .1.. 2.00 e ... _2.00 .i
,
-- _.. ..- •__ ..
evations
4 80 ft I 4.5cift ..1
29 I Bottom elevation(fms1) i 4,90 ft 4.60 ft . 4,90 ft .: 490ft 't 4-50ft li 5,0iii
-/' ,
30 !Store e elevation(fmsl) 90 ft
; 5, ; 5.80 ft .• 5.90 ft , 5.961 ':, 5.50 ft e.00 if- I 5.50 ft 5.80 ft
31.2130ass elevation(fms1) ...!_ ' (: : A :
-For Basins Day
I
I 321Bottom surface area(ft2) / 1295ft i 1188 ft I 1500 ft I 578 ft
1 1086 ft .
i
936 ft 3914ft 1
1330 ft 5210_tt int
iii.ft 1
I: 33 Storage elevation surface arealt2),_ ' 1807.ft ; 1828 ft 1. 1950,ft . 998 ft , 1950 ft •
I For Trenches Only
34 'Length(ft) 1
r i : ,
I 35 'Width(ft) i- g -‘,-
.
-It -- i ...
36 IPerforated pipe diameter,if applicable(inches)
, . _ J..!• .1.-
37- !Number of laterals i
!
....i.. . --..,-
-1,-
. ,
38 !Total length of_perforated piping ,1- • i • , ,. „ i -
. 39 I Stoneype,if applicable ;
-
40 ;Stone porosity(%) 1 .I .
,
41 Ils stone free of fines? ---1 -4-- ---\-
- ---i ' V
,- - -- .. _._
" 42 lls the stone wrapped in geotextile fabric? ! P 1 ' .
*, -4-
I 1 . I
43 J,Has at least one inipection port been provided? . ,
Volumes/Drawdown
1407 ef 1 _
• 44 --1Design volume of SCM(cu ft) 1551 of 1725 el 786 ef I 1518 sf ! 1133 cif 1 4552 ef } 176 cf
I 1744 Ms . 1.42 hrs 1.37R hrs 1 1 84 his 1 71-his 1.45-hrs : 1.06iiii : IIITiii-
. 45 Time to draw down(hours)
]
. -
AbotrioNa.INFORMATION
use this space to provide any additional information about the•
infiltration system(s):
;Swans Quarter,SW8070801 Infiltration Basins were permitted as non-discharge
Infiltration 1 9:24 AM 6/20/2024

I; \ 7 I \ s ! 5 ► II a 3 L_ 2
MUS'iArh EJAT 2: MA1EL M. GULS_K.lt I \ N/F t ' /
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f
PUT'D C'' R` 1\ P/D 1 I / ' '?� There are no wetlands on this site
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Bald Head Idan b Property n. t \ r^, ' 1. l it a TERMS COURTS b m �°mtr m�evl6k�.
currently In anySSSffffffate Stormwater 11 f N
\ P ItyAddin thN'to 3.25 Acro 1 /,,.J e - i)
\ o7atwt swans ouster ej t 183: Bottom
$ , 188,58Dof- •17x � i -
1500 sfa•
t !+i me-1725 of 4a
A i
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1� a
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\ New 1B7: -Oa rt1' . . 1 �� .._. +' 1fxs ,.�I ca.m,dw.sgxw.LOT ie 1.e,. - - -
., '� \ Aroq 20 sf \� 0 - _ 6 a...,.a.,.,w.6..i -rip R P RM BI
a st F I ,:.III `dBt f•p� " ''- 'vow°"`".°"'"""m LOT HOPS AT MARTOME WAY
B \+. "I_ ,' r �...'+'' . si ^� ems, Zg'7-..'"6..'M°u`w..0 b=', d.,leoc
9 Buildin Ltne Area to •� \ Voluble 2150 f r` ,� - °' , / :,f.. ,' •--3}' w.C,2t''-`°'e�"' I 9.'�,e.:.,a ri1.`°`.,.p„t.v:..a,01°'1" _ MADE FROM SW8�80829 PARCEL 1'
Legend a �wtx .cap \; \ \ \ _ _
III I I I Shown as Metal Roof sae s maaba at eA-eA \ f \'' 4 yt-,yp OkF• .a aa.aaapdopW.1L ��o _
Golf Cart: Drawn as Infiltration aeon Contours :., • \ ASA d .1+> -e.-& s.6er.vel. 1 Be-,Wbn b.9w.wi. ..ww.a
5'x11 Actual (±) Impervious, 0° ' `��.� I ' "}. _ 'i"=r rr .. 1..A.,mr...a boob.d-wAod•.. 16QaERV10UbAREA
(Under Woad Doekm) N. `]��1BId ,,.
1 Walkway(s) a.-r.';. 4' MIN \ ` -��`�- • ' \\\ ' ! K -' T .emR .' OteaII BUILDINGS 79788E
Concrete \ \ s• R
` Wood Deck or Woodr e•I>,s ♦ - - f'` - j-- - ��yy,,Q����,Rt...��1-
57 Stone on �� <- \ \ r a \ p•2!..4 �•'a'3'Z�..�, ONSIDE STREETS
l 1, t war Fern Yaln _ -- 'e+s • neg.., 4 • - - 0 915
t.,a Geotextile(Pervious) . 'i. _ \ '-o s' ONSITSPAwlatm 4200SF
\Proposed Building r wear Man \ N. \ '°z. / i` -,_ .�.� w:..P'. �. Ij- - -- -. ..FT ..rter.Z-.
Line Area 1 Flow Arrows \ -., \ e'%JL ►f �„- >n-
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Property a leg Legend
Aron Boundary
p. - • - - I �• ,yy r i t f69SH?s. i Pax -�•e.r I_ ^ g , 07fuot ON9rr8 4499E
d (aatrae.A groin Ma Arm
� �, \ \ \ \ ,N
` \ ;�i sum Alm mme mom a.T :miM - ONGNE FUWNE 2045 SF
I I ebatba Gamin contours /24Akt+_ \. \� 1 1 4 \ _ \ \\ �'�s \ ,,w.1.V...a +' .a....,...9a..'"....a OFF SfIE OSF
/ - '?Infiltration Basin `'P "�' �'� :3 •\e� ` \._ Jf� r \\ , "'+i...m.`
- Bottom flat N.
\ '.\ / ` --- ` :'N. TOTAL EXByrniIMPERVIOUS
9Nt3.MDRD A9atllfl
t f3ulldtng Line Roof `�• Cjt,.. \ \ '"'... .`.JI .:•-v �o EXISTING TOTAL9t1PERV10U8 18.0278E
Area • ` 4
N7�,•, �r \ N. r �..-_--_-7,. POOL - TOTALAREA 28,BSSE 0.992A
L�Slaped Metal Roof er .- \ \ \.. \ `'.soS, h8Q\ \ r �;r� r °� If PALA.'S "CO �i =r. - -
�Pr t 1.
Mil J \ \\ ; `\ �} �� ,4 \ ▪ - $ ,}�
Implcalyus Aret \ \ \ -\`\\ a 9�. 40 N. �\ \ ` ?�. s CP -:2'
(may be gravel) \ '\ _Qt �6J !\ 'N �'Z: �'''' ff2'PAYM•t
O 1e CUM TAM \�
Impervious Area, LOT
uxaw AM ea.u18
A >( 5 Concrete a I ra9r lassos ....,i \ \ \N/F �P
O P10 2542F00136
9.x Spot Elevations LOT a uu TAM \ 9 _ \ Ixt'
IR r Flow Arrows u I TOOT I w eve 1 r \ DB 4696 Dg}CLUB '' 'N._--<__ , fRALC.41 KflWr. ill:
[a.m. !R4A'.ArSWN:R___.."
s ^`
!N u;r 4:av„h;;6'P.'.7 i <r':, ! \ / 11!• U%•' _ jf.- ALM
"t(?Ta•) G�?1H(iC'r: -�\ - \ �``t ` `v 1 r ` J� 1 1,--
/N`\ \ /f f5'PALM \- . - r \ r

I6 ! s i I I 4 rT 2 1
MUST,`'.CA NE.'AT& MtI E1_M. GULTr. .N 5 \\ P/D 1226400021 ) / as There are no wetlands on this site.
(REPUTFU G,;r ) ..-/
{ / Drainage
Quarter SW8-070801 9-21-2007 Permit WA COVERAGE TABLE
2 2 -' LOU; 1.i3_, ? ` 'BALD NERD ASSOCIATION ) _� `
EA D HEAD \ DR 1203, PO 63 -e - EIP ' ;?`"-r Hae9Green / Dranage TotalBuildings Reads/
0� 3P.LD f;:'PD f �t!T;Lfl1ES �_____---- E1P J r� " 8'if' (Hatmi'sojeeq / T AreeA lmp(�a Is1) Parking
2ki , ISL;r:�-� 1 L�CALIZ ,SIP'9QOOIMIF16 �, -
YM BOCK 12 NNE 7 ,� r -- 'III-
N84"00'32'E Z 1 e76s s so23 a s7a5
Li
rn
o it5 f/u_: v a ss71 al o asn
zj , ,N: 42438.8$T �� `Ar \r _ �Rg'"36"E 7o.t0' LAGOON ^ •� .�'f r -- `✓ 3 10142 al 9038 d 1104 s.
Erft
Ru nLo D. -NE QFE • t.'.A'-c� r• E. 2301665.001 tT2.90 1, , 't f - -� - a 4776s 4447a1 sz9e
(REPUTED C',.r;-:<' I r �r .Rr Ng3'59'3•" _ _- - - -.- .�Y- -- --- --- ( ,/�c %( ' /- -- -- 5 95a9>z as9lal a956a1
_ _ ` /^ ( 6 5953 al 4447 al 1506 al E
EZ 1 ,EL: 5.42 r/� 7 \ ^ ` \ \ Ja 7 13021e 9038 al 3938s
c ` DEED BOOK 17., (1. 1 ' 53 9t ` �� �f / t � ^ �\
2 \ e 576 a1 576 e. O el
_ Sums fi1156 a) 31760 sf 23996
m �� �/f N x`� \,\\ a�It adl dl
co \ , ' -o- \,' ` }, ( IR04 0.853 0.551 a
to L t if �� Q`' / to.,..
EIDSTINa1:� .AGOON \ .�`\� J I J i I
N , - k, 0 'kkG y {1,-,- 82 IB#3 -�BULkl4EAD `�\4p
_ N/F Sumas ouarer SWB-07(s01 2007 Permit BOA COVERAGE TABLE
-� /� ---- P/D/2541G0INI st Drainage Total Buildings PARKING/ CONCRETE/ Other Other/ Future
'� 1 Area# Impervious (aft IMPERVIOUS SIDEWALKS (aQ Temp(if) (at) a'��s
-� w'j '�r -'`��rl Qm -`�� r ..,�= e.:,`,�LD HEAD ISOM CLUNG---_ -- - (at1 RV W r.°0w
-- "� ` - / ! ' Nature BHI Club Golf -- 1 8768 ar 920 al 1160 sr 300 of
A 1�41 p5 / g 2 8371 sr 0 sf 200 sr
70 79 (Not in Project;m SW8-890106) 3 10142 sr 9038 or 4200 of 149 sf 200 of 200 sr
EXISTING �� # \ II -, . `781e 4 4 r r6 at 4447 of
cs
WELLS 1 ?� �HONITORING . •,- J lane S3 , ` +. s 9549 of 930 ear
7775 sr 864 of
SrR mo�' /_. C - LAGf1Dti[.. 6 5953 of 900 sr 010s al
D N e // irl e 'O 7 • TPA,: 7 13021 s! 900 s! 4000 of �600 of
GQ a r I nee» "• - 14
�,($'ING�; 5 y ` , r / �'.mi-_,t, _ ` 576 d' 576 at D '.
Eli, il P�°'� J r .� e Op� / .+.� nG.dRY - 9 R / BLe'
a '�- ,r � f �\ !` R •i. _ Sums 61156 sr 4200 sr 4200 sf 1360 al 449 of 2045 5'16027 of
y L?5:.65 i.404 se 63.2910
\I/2
�7lBFR s '. _ �� N R ovE
e"®= Pr „, 4" it
aYTI P _
Glr -- /� �9 D
•
�� .^-. _ 1 I _-y r 3.
4 � s6? �,��1'x• f. "� - _ i r t� ��® �,� rem. ®
L 1 sae n seem.. verso..
ii
o r ,, ll .'.'`. d --q Ili l TEA vm,.q a.e.GMM t:r-7 va h0 15e.
// Q1 y- �t - I g37 .wmrarmsrmMM am` rams-rater rr Ilrat ==r o.rrm- • a�M
� .. W r _ 1 .1 Z' �...• _ ,1,,.••} MMmcsrrer re,rrg.,rIN..aRIMVrTra i•1110 .xc-, o.r?�,.. aWnksa
+?T r urs / r ,p•.."., \ t=nadiriraFITIM alr-0anMIEWArrraaacr.±.racsa>.Y��rnMITMIIM�.�awmnra
0#1 l /. b . ' °n`• �' �_. '� New 1= 8371 6uo � •
" © mr�actarc.MIMI.'ra®r ' cc ".r 'nrx.'m MillIMI i salmi
3.604'5O 1 '/ / •s. .ce�"„oe„� `�" .--BGffDfli-.i4 ' 1188 sf; .: r�`\ sa•rm.5rarsx-u BETIUgaa��a RIM crr�rra111WWacLITTMMc11• sMrs;I.ar; .Wc'n WMMU
i nu• 4. 11 e=140 �a���MIN MIN �_�rcr.Mri•.rzra••nilMINI=
ELK ,(� 8768 r I, - �_�IN ==
,}} S �, -- -fir-- --------
BOXES hi, $ I 'a smn.� a 1 =r� �_ ��a •��a�����a��a T, --arx+ w �M
2WTI FRI
MINIM MI M
-- i*/�1- IBk) Bottom Aa 10+ .
1295 af;„, ' -� ��_��` IJ IN:.S.[!:a!FI srrv.r}'1.tiLmi�¢-n rlr L: Sfir!?i[o„�rrdrr-�'(I
DA 1 VoluR1e=15 1 _ 750.08' ��� • sm� °rest
IB#7 $ - i w,. ,1-� 3 a. ''redo. Pot o J�,I
Q a 3;'61 SF 2 ` N t � ®® e. FL: ®r..kN vw r.•a a C
\�`\��/ffr},'}��� a `1 aei Fsr*Taerti7.sr+�mina Emsmum erl�FrcmxtTr�a s..r.mirrmwroira i-irm rxr-aaa>n�crm. a�€W
//f\ RS� `` 1 ... ` -`\..___, _ �TA ( '4 III
1� ® r' =R FITPI.T7 ElIT'. .I�i: W at 7a ,.,ni .R�i'-fry'.`,'_ WPM alurm•Fi-. FRIM mina win I
ll]- S- 1- .\_ a 1.1
•7 i - tM�L31114urami. wrgsmarri7.i7.Raifrwassu ra♦�Kamm/it- ate.UT on ras
\ gyp, v � �'�" ';� - .Fa a�FC-1117 is trim MIMI El./Brrr:Ta.cinow-r Taanrsa smwsm C71111 f1r!•.w:lra FM OMI
il
r r f-.i Ta inni£a Q.INIMW a.Ira aS9•71,af1RFra.277M•ERa RS7iZ±:7.IM=.1141 UM OR
` •
_�• `* I I' M-MIR' IMI•14kti9R1F:7.IrMM11,/ nrAFrTa WITM.F9/Tl W1,-, =RY1f E.F1 WPM Oil MO
IN
II
F` +n.enr mo w.. �' 2��.'� Ilrl g EXISTING I." ..m����e��mum mil msir mm
aFinaa.
28943 eft a apex 0. Awes of steer - - - --:zrarmrr.wesrscrAa�lc�r.T:ren r• �ra -err.- .,.�...i•
Bald Head Talon u roparty not \� `.�'. } (j ......i.......................11 .�� NIII IM ..MINN
currently In any Stamwater '.- TENNIS COURTS 4 -
IL AddM la 3.25 Acre m ~. l I:^
P wB-o7 swan Quaver ff f•�.;- to '\; f.' 1 f 1133: Bottom
Pt ZAZ.i.
la �\•`�•
` orvu ', _ i i ," BALD FOlOr•C ND 12641000101
ISLAND /NCI
t
\ \ > r-s`""r4rrcr IVOJP Ft/.4"
DB 717, PG 1049 y 1
i D'^'ejj- \ je:'-'
. S85'12'33"E ter`;7.E ...,' I .. su.rin,r Tnon..rtsm...n��
Ts S
a Ne IB7: Bo m r s r�a 8 36' =-- � . 1 .... _°1.1 .. $TORMWATER PERMIT BUA
.4 Areqq 2000 Sf;1 ��.' ii!,;1:: rtl!- --.1---.. -- 4%te lets ill.1..1. .t.11:.an ea..
e \ \ Vo/uM2=2370 f >r �-`�-_\iallip _al�s`a� .,,,
Legend I III III'Building
Line Area P aPwq t.w(.) � d �/ W f ! - ".1.;, roM.b" •''',r,g .u. LOT 16 SF10PE AT MARITIME WAY
9 ...... sane dA.�e.r.s' B
Goff Cart: Drawn as Shawn as Meta( Roof sue samedn et es_m5 r : ` '• AS�K4,"•''14 '� . '1• �= °i""�""'"" °�'""��` MADE FROM SVY8�80528 PARCEL 12
(�^ 'r` �' '.�1 _ "�' F I iM.aa.psleeM ft t. evmMO 1111...11
.n
( ) Impervious, N a. Waal ae.sa) \ ' ``•`• > a'°° ' yU,, :A. ` •,• .7,:: it.0,11%DAWN errs."..w nw5.e,5's11' Actual t \ -+
'Concrete l / �a� '' rr`ar .,, ,7 s i i^-'I - .J jeer '..ears�.mono. IMPERVIOUS AREA
.,. t hP� ( ",D r.....,M..noses,ens mn.saw/
wood Deck or Wood a.5�tysr.l.atw5:e•Pw .f ^�°s;- .+ s•:: t�• I - "- 67 ;,a E' 1 OwartaBtmnRios 7978SP
Walkways) 3;04 4" MIN 1l57 Stone on 1 < e ' ' L'' O:, �: '� /'( r 'fit : 4^.n' l� Aar ;s - �...� ONM1f18ra6618 08F
k .L.:a Geotexttle(Pervious) ��'""rare.NI `�\` .i %C 1 I ci',»• - Bj
\\Proposed Building sit _ ,, ,; \ / ,�,900 / ak - s y_ - �.,,x OMITS PARKING 4200SF
r Flow Arrows .•wmr Y.. .'. ,, ,_ �, 4.
Line Area Legend ,` �: sax $02 '�., . .. I ttJ 19 d' ctarc ;F A �':...-x,'w�Tv:t.�__.._. ..-- ONelriremlwu.r. 18809E
'' �• 1 ,-.,.,. .-,.-1, ,t<. ,-{ .FQCt r Gat` P,?OA D�2q• 8.7 O1H@.ON.er1E 449 SF
Propel'a aNnaN Area Boundary d'p ` _
,( (3 Omni Anea,Tetal ata Mao \5\, \ f
� ti'#• WQpQEr4NFd L �.1��._
nntr.var Bwn crew' rez. `\` Iit\7 \ _ 'tit- •srce.aft%'a•1' w. 0
ON.rR FunlRa 20489E
.1.1ntion Basin _T \ �. „a \r :..',. �• �• � �,.: ,:,, ..`Irb."•"'°.a WARTS OBF
Bottom Flat \ \ _ POOL alCrr TOTAL a UHcwoto Move)
Ajoy, ` ~ •A �Ex/sTiArs TOTAL IMPERVIOUS 16,027 SF
I Building Line Roof -'1$ • 5\ ♦ es .. s;,e
Area w� cy' \ � / r.i. ftkif. y TOTAL-AREA 29,8898P 0.662 AC
I11111III,SloPed Metal Roof J t ` No ..41/-, \Av, . r .,;4 S 91'PAWS \ P% 89E%
Impervious Area. \ \ .. `\ $#Or 'C'4Y� ,N r,Y1:"9"4' ..4..,
e..
Typically Asphalt \t ` _�_ -. ..
(may be gravel) \ ` �Y �. ® �-g
A Impervious Area. ©,,: al .Fos.;; \ ` 1 \ -, 112"PAU/•f•
k _ 111.11111
Concrete a©s,-rar cs�.ata�.-a \_ `� I s �� H/1" �, ..• (� A
°` 9x Spot Elevations .r.,acrr-ire 4. �PID�2612FOp136 ,. . �xy Ce
r Flow Arrows /
BALD.I1FID-_LSLdAfp CLUB _ 1 -Al Cbox•R£IS I
B DB 4895, PG h9 w DFCx
[:t'c. MAN.S+oRWER_J ;NW. fi>�i�' ` .. N.
1 1 K; t
IY.Tn°..AN 54 wl�(;N.4RY\ / P. / • �o.-'T LM
'" ,.,..,A
x: '-wry PA y� 1 0,9
7 I 6 I 5 � ` 4 / 3 Bo 1

I; 7 I 6 s 1 I� 4 1 3 2 r 1
MUSTAFA NEJAT& MABEL M. GULTEKIN 1% \ ! `
\ P0)/26400021 j '� / / f INFILTRATION BASINS:
DEED(REPUTED
00Ic 8 KPAGIGE) 0813 1 $ILO HEAD ASSOCIA110N 1 -� �` \� `/
zx STAGE ONE 1 \ DB 120'�, PG 63 6--- EIp ` ->s!i„r_•/ / D
(REPUTED OYNS1) \ - 1 yrf 551020Infiltratbn Proposed p0 SHWT Appz OW Appx
P2 148 BALD HEAD IRF1 0®BOOK e43.PAGE 845 EIP ` / Y by Rate aOaa infiltration crows Below aBwr Below OW
la-"" 2007 a Pere Test Rote2024 Elevation Grade Elevation Grade Elevation
o \ „�ISLAND_- L CALIZA TION POINT Fx 1 7 Permit inches/Iv ,,a-hes PMSL Ine0ea PMSL Inches PMSI.
•� . .N.84•QQ32 CP -� 1 IH-1 SE-1 6.25 34" 3.42 48" 2.25
o� ' 1 Xc�4lJA�fv E LAGOON
�V 42438.857' / 3Es E --- - i0 ! �� r_ - '� 2 IH-a sB-z 17s9vttr s.aO ao" 3s3 2s• a.1a
zr ` • a $83• - = _ 3 21.73"!hr 4.80 al" 3,05 as 2.72
RONALD D. &PENELOPE K. MANCUSO £1 2301665.001 /
I 3 IH 3 SB-
/ lir
- Z. - r , f r 4 B 4 SB-4 16.21"/hr 4.90 16" 3.56 a4' 2.90
I _E , (REPUTED OWNER) EL 5.42 / 8 $ r , \ s -s se-s u.sa^/hr 5.50 as" 3.42 32" 2.93 E
" DEED BOOK 1175, PAGE 0364 1 // i 0 0, \ I // r� J j 6 B-6 sH� 4.80 20" 3.13 28" 2.46
?p 1 / /�+' (1'- I '�r f \ `'` Iq. 7 B-7 3B-7 5.30 23" 3.38 30" 2.80
O 1 1 // .,.�'ii:iiiJ:-.i:i: -.�r'�' T''.. !\. `� !� r ` \\\\ ` 8 B-8 3B-8 6.50 32• 3.83 48• 2.50
...........
4 \ 1 �Q� ,;;;__::: ;:�-.::•:_::;. -, ,.:; . \ \�\1 I ,
1 , / ,^O-. ?:==:`+1'•::: :: -1 I INFILTRATION BASINS:
..........
...+J '�. f!>r �� \ \ I! t I Damage Soil WIGS Soil Description Soil DISCS Soli Description
c+ / :'�0g ` DeP p
,i!'xi; •::..• C,Y. �\ .� It Amax th Soli Depth Soil
/ "��Y1..: :i:{ •3t1::t;:•;u. \\ \- � ' aoOT •type •nape
/ 2 : ::::.' yTT COON Ifif6001Bt�' Patel.
'\ BALD LIE 1NC 1 B-1 sB-1 0-12" BM asek/oevMsBA D•deseset 12-48" SP Tw/®",ace man
t uT. VT t, 2 IB-a s6-2 o-as SP Twmaw aaamm a a�
ttttttttt+ ;Eir`'..?:riE�'~ \�sB2 !ii..' to �• DB 7 i -PG 1049
N \ r ` /� \ 3 IB-3 SB-3 0-10" SP Tao/crow meturn./Pass 10-25" SP 'r"./n.a ct
: (Jr�levt 5.20 �. \�\ 1
'\ \ I...... /� x;: DA3 O.: 4 IB-4 96-4 0-24" SP It.a/mawaae "snx0
..'' SH \ 3 '�. 4!i\� O 5 IB-5 SB-5 0-10" SM Dark mmo/®orm�oSOO Iv/Mx de 10-32" SP T.o/e.a+o "amo wm
.•.:'''•:`:`•:":'.'•:•:• �\'3 \ �`I`.if, - �7 \\.�\ 6 IB-6 ss-6 0-28" SP TWmow as"roaat,o,asxD
. Sri r:F cavFr:•+'• GW 3,1J�� Q �. .se,\\j'/ 3 'Y73O =4' 7 IBa s6-7 o-za" sP T.wmaw mboAaw,m 5030
\fl. .... ..,..--'"
41 `i :.? i:i:;} \ ti`::::}i•9 0 \t S' E. = a B a SB-a o-ace" SP am k..,lbw ssaD.a.era lzas^ SP rw ao,me a.am"win
::::::: Gr l ' 4.8Q )4 i.
N10:- =jOt .r'•^'.T}:`i•'."tft :.yam •:L}fi:;ii:•t �```. /• 7A
EXISTING • i°�5:•::as :;:'•: •'•:.: ::>- \ tic: `;::: SH �':;; �5 ., e• I Se7J>
MON/10R/NG ..::"r 1i�r: i: :: ; -'"
WELLS - - or f I { _
GW
, .-•:
/e✓ 1 \ \ \'s-/ I Se
D iAM"' ?:{?ii ``; '` f o SB1 \ \ ✓r.- 713') l� :W.
aTD
`_EDUARDI P.) Gr Elev 6.25 DA\ \ J
' DA8 SHWT 3.426 Ex�srTNa R ,FTRANSF0RMER-.. 11Qhtt:'rLKHEAO
x . GW 2.25 `' Pro/264 304 \ DATE 3'
rtrIBE,,, ` BALD HEAD ., NO CLUB " ('r?) ) WOODEN FENCE
I CPTICI UBOL'T5 1' DB 4896, PG 18 0
VAMP rar
p) i'' o / ` ` Gr Elev 58550 vooDen3: 4� SBarP.l
' \ SB8 -a- ' - SMN2 3.42_ Gr £lev 4L90 e
\ `Gr Elev 6,50 - - GW 2.9056 ad'
SNWT 3.83 \ // - I..--. I , DA2c
' .1111 . GY➢ 2.50/J 1 : , a to3
i` ` `. \ D, t - ' ivi3S,2.33-W �, `
\ • � ��°'�'
\ i IS'r. s7kFn'. \DA7 _ 'j I.114
�.' 150"08' --^----.....,_.:: 1 vh
(�' 3
\ \
\ I VI
\ i 1' i sL
\ 11
i I I i C I
G i pai i PIO#24i1Gyp00101 l
\\ CLI1B INC
P/D +2 36 Grimy .Sr i0 •
I` I I
"1 ' SAW HEAD L1 t7, PG 1 y1 '
\ \ D8 46 PG fe mB SHWT 3.38 ` I 1 i- 1
\ \�� 1 GW 2.80 \ - J„ I ' ' ci+uulL7n�+r \1 FENCE \ _ e
rg, g2C94{3 eft= appx 0.82 Ives 0f �1 ` �iI 1 S e SGNE STATION
PUMP \\ 9
`+13� dlrral�InM�Sp�e�le Stemmay•es _ 1'ti ... - .8592'33'E at�c s.a' \
\ *p PtrmIt tlkl�the t0 325 Ave \�-) • -- - .. \ t 1
B \ SW8- 0881 SMejle(Darter r R I'
� ' \= I of .k 3.8/ac .� vjljl."4 _taw - B
int
Q� \ , moos
h.40vret 4, CK°IV \
\ Ia.'ro I N. \ \ \ e�804e. - %, 0 orfrce� ��+ ems'°`c:2:21 ,et, a4 nr: �0 $A'ARPO S'
CURVE TABLE i ,, \ 7 i' 1. SB6 otR6 nf- E� -_ft i \
yV
CURVE LENGTH RADIUS DELTA BEARING CORD \ \ \ 88' �. I-- / "9C Elev 4.ffU PAL/ 6W L � «,
Cl 132.00' 1061.35'7'07'33" S24'34'38"E 131.9,2' • \ \ \ IB#6 9rsewT' IS F�c, lSv FORMLi4� a, ;, Racer
C2 308.01' 1061.35'17 00'00" S36 00'00"E 308.9 ' \ \\ \ \ -6..
3 GW 246 ON CONCRETE PAD Eur:
o S` �NCRE7E\\ 1 \ sox a PIMP root D£cK �a.z' L' 11
LINE TABLE �, a \ \ \ I fEau�iP.
L1 8.40'9.58 N25'08'29"W \ �\ ., .. ,. •
1\^... \ Taal \
L2 19.58' S25 OS'28"E
L3 25,31' 504'47'27"W �!y �, - n �EY/STING r
9^�r \ \ > N�Ah4,;I" ! �' POOL
There are no wetlands on this site. �J ry t. .t :'s SD !'180 IV \ .. j aro \
A 9i- v \a;'`,.\ 6 ALL 4,43.1.
O T
\ `.` �\ /. � � \`PID j26 136 \ N/n.fENCE Nt s ! qp A
INFILTRATION BASIN IB#4 IN MEDIAN BA HEAr1 IS ANe CLUB ' L. - i
INFILTRATION BASIN \ ~7,' ,1'}•'• \ DB � PG MN ( e, �0 '
4""SCH 40 PVC OR EQUIV"EQUAL IZIION PIPE"' - �� .. J r, ` p -T-61.
DRAINAGE AREA ONSIrE TRACT ` `-- - --� \ J s "-
CAMASETt3wcx:(S) ------- \ .ROUNDARY_ \ ��\\ _ _ --/
/ ��R 4 :, ----- _
& ST'ATIc FLSV \ \ \\ # !e9{ --- - - --
FEMA ZONE \ \ C/.\\\ � / u _
N.
7 6I 5 \sI\ �.. 4 I 3 I 2 I 1

7 I 6 5 j 'I 4 J 3 2 I t
/ 'JCS.:`r"A NEJF.T&1dAPEL 1!. C_UL•itll N I \ �4 1 7 - � 1n3764132s.
1 \ PM 112 6 40 0 021 I / I m,.1There are no wetranda on true site.
(REPlftEO OUN R) I�ALD HERO ASSDCLIr/0N I 1` \I: i . G:!; 13fs+:, PiuhI s Opener SWBA7(¢Ol 9-ldm s 7 Permit BUA COVERAGE AHLE
zx - f `"ALD t.`,'�,AD \ � 1205, PO 63 _______�------- - F ! ftJ I Hde9C � ainage Total Buildings Hoes./
n _ 'D 6ILf�IE.iL __ dpI ,7` (Mot in 1'r iaeq / reap Impervious (a� mit B g
0 BALD Fic.:Dn^ �� ` �__ _ y, � f>dlhllNISLe. °�� 10 , L CALIZ 7Q0T1e857' 1Al _ ' / 715766ssoz337as ataw aoax tz Pl1ff s '' - - N8400'32E / rJ _ 837108371 az 1 �° s -pg936•E70.10' ! \ tACe?Ok 1o14zd9o3edlloa e0-4
2� RONALD U & :EfdELC E Y. AP:CUSO E1 2301665.001let"ZiW T' 112.90 -� ! , 4776da447d329ax w / N$3'59�3-•E� - T- ~ 59549d4591d4956 qE o (R UTE0 OF;ER) 1 _ - - �i /c 0 ACC,: 1173, P/' : 1 EL: 5.42 / rj3.91 Tr -_; � J� ` S _ 5953aE4447a1506 rE
z !"�� 1 '`-i •.� ' N\ ,•I13021e19038sl3936 aiDO .. 1 ` l/ ;/ r''.--• '\ . as76ss76 sl o s,\ r ImD �� �" , -.N ��1 \ ``` I^'� \ i ` ums 61156 at 31760a� 23996�ap z ✓ o- _ r f ' . 1.404 a 0.853 a_,lll 0.551
ta
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76'41-2
'- r ' - °„""°"w \ '.` p` N/F` naeQuarterSW8-070801 2007 Permit BUA COVERAGE TABLE
O' ` i TotalBuil
�-- 7, - ... r 1,'�.� aw.4ALD Ifari�LSLkND CLU�vWG-.� ea#sImpervious (ems I1dPERVIMOUS SDEWAI.KS (et) Temp(stl (e>) `l _m �`,on 717 PG 1049 i� --ems (ei) f°n (°n ture �P•...'.1. _ s .� / +. ' �--\ •3�8 ' .. 8768st920 of 1160°f 300°C
® 4105 / :.-� -' 3• Future BHI Club GolfBuildag 2 8371 of 0 of 200 sf
N7� 0 . . �l n SF.r8 (Mot fe Project;n SWB 8901061 10142°f 9038 sr a20o sf 149 sf aoo sr 200 sf
EXISTING •> 1a�� '-`� _ •,` -. i Br:1 a 4//6 of 4447of
AIDHiTORING ^ q -- --�IIL\ 5 9549 of 910 of TITS ar 864 sf
WELLS '� _ l J {B#V 5.•3 � 5'4s••� i L4COOlY 6 953 et
13021°r 800 sf 5153 sf
00 of 4000°r 3600 of
D +ty Its COn SW reA+apl y Fr
- ?3°=°: 43)3?t 576 sr 576 sr D
a?:`N III ',"
f19 r off P f1, � / '
` Op f ! --/ w y '` 1 sums 611s6 ar 4200°f 4200 sr 1360 sr 149 se 2045 s 16027 sf
r L.1✓ �' I ���■] JJ S�, .) ,, - /' �as36s 1.4o4ac 63.2%
\V\\I sr rIC •
MAT J E,ID I'+ ,�, r
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at
. /' �0.- -, ;�� W ' 1-', - - II I `s....W7f Isl`zw. WIN I I: MTiR7vMNFTTWII.100-6,-,...........
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- .' vaunt ; r fe36rra rlr-:a nn AWITI :.. .anra•mI=
- - . �. , ,• �� . - 'WV' ° w-mmrmsFR-0. 7.-. . we Exa I3151 10,1 WM=BBa a FME�iNN
#61 �'` f ` - 2 g37
/ ( (ryP_t _ '.' -;a°°� +f New @371 bLIG aF�F sae> M�ea�a®a�a� aa>�sa2ra� �^aa �.F��eaa
.4,pp _ ,' / e.,,w y 1i` _ -: Bottom A 1 ff15 sf,' - rq M"=1P741•`r• BRIMSM1C�anrNFl1F7,71•M17">•`rs rrre=rtfar. cM.Flti�Ern mi
8768 .. 1 a•°jw�'-a' ' • 1 �� .4
•`-�}l �•agar•aaslraaRcMarlNanr•EVIIII.caa�cz�.rnWrz7.ncFir.rn�.e •mlaa
5.50 -... -. wraa ,_ - _ _ 4 ________
BOXES , t t1 ewM. ,maa vT"'^�, ,..:'� 1- = 4fl/r- :f -- 'r� 1Ye • � � 1M __e>.e._
�{ f , 1
ELEC. Sr�{kij, . } Ilf di �. �„ ����������aaa_���I.a.M�
7r7AN5rettiL£ rcp1 19. Bottom. t0-► Liu -' •' 1. ' i � 85`I23,1 -�'t
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tr, 2� ` , \ 12 .M 6 3, �.Ap 1�'( ; 15Q08 �._.�� xa�s.c.I illigi® ®
ii
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E,. , .� �./ ,' \ �" Ps "' e �,�. mmo-uo. ��C \/�"pIB#t7 2 , sF1 ' Z " • - - - ® ®its.cxcaa�""aMc�'M°�'.aiz r . �'F �n�n/\ R6� -' ft • . N / ® ,A aka Fk17'iak2P71e IYF..feilr�eslfl•erlcMaml*a�[r5�i^7.'*alZ7r.1•d7Taf�F#.1�7G .Fb7 EAI�5, 117- \ , ��aaLpL�ffANy��ar.Ilrara ^-- .11,1r1ri. FTWi!ea1!7U asIE W 1 ST 7!TI MIT7M-777fF�Y.f0-I.Ff' tT0 .F Q ;> � aa»arl�a�srn• +a - . amlra\ 1�. •(yr Q`Y`'' 1 aaofri:Ir•6MI-nra1RTPaaaltillil7Er.arr7:ra aafl:Srawumaa[rrm erommTrm wfing se in-a lemma I
`, `` IL ( # ' ' \ ® ism ab:�raaclkx3,acs11t,7 aalMasVa atl[�Fk'.TIat®aG�rraararrf I00t �aru^..If F7n Faa
e , ai=aF'iTi FiF IMAIMIMI aaE➢WPM F7^dra i7F'7`3YIWWICIi'a NrTi.R-+1.tco .IFal FIBoei
• - �. `e ft f:-r..3.ri•Mra-Berl. MCA MN ICIF•arra-c-aaF':7ra.xs�.Flc-Fa-:-.IMMIIN Fitz WWI Elva
�.-„., It I.p EM�aaaaa�aaaaaaa�aaa.aaaaaaaa�aaaaa���aaa�aaaa�aaaaa�.aa�a.I
,, I ,aaa.an 1,lamewFIrwra�.I-.,,aaaaaaa.rease. _..._._.
. 26943 eft= x 0. Axes of \. aim' -$r. � _ S, t Itl O - EXISTING NE
aaa.aaaa�aaaa�aaa.aaa.-----a�---l.---
e
r
- \ BdHeaddrYnotNa ix(' 't ` rENN/s counts
current) In an Starmwater °;
Pgml It.yAdding b`tO 3.25 Acre /..1,� / ' I nI( i`
ww 1i`MIB-10 a Quarter r� �\I "' eryp Tf 183: Bottom
g'- 7 of= / I 1500 sf; ��
V ` ` tl t� :ter " I I N/c INC;_ \ \ 7.2/90 VL1 I •' I dTALD HEAD ISLAND 1LYUB #
� '�` \ '' ', - 11' I + Ati+P DB 717, PO 1049 e E 1
'F`+Sty \ \ \ \ i:.,.. \ y 2, ._ ra .3J ti rya ra.a Mm smw u ore.
Sr�g Ndt 187: Boom =- „ °+; 8230'^ _ `' '
qq ., _ ,,,, --B �ai�- •-....�..,,� _ hale IIN.Mee Mbvllen he1L Il Y Mtn oWt b STORMWATER PERMIT SUP
B •Legend IIIIIIBuildingLlneArea ?aa.dua(-0 \� \` senno Hader.Van caartroutml
\ VOIf/M6=2370 f P�'r/`! ,!a __ ��/ I �fc., f L w...Me..,wra.M.nnl. -viral MADEFROMLOT 16 OSw8. 80523PARcE1.2 PS AT MARITIME WAY B
Shown as Metal Roof . -- �;�, • `. �,, �b r ear
Golf Cart Drawn as a1.s.m.dr.ten-e. \,,, \ !y. }'',:, .,"F i I ~L�.� ,:. lIz.nt.en I.n.ate n.re...0. h ar.
(Under wmewa.e�a.ael tears \ ,' �. � r n , , _, ^ .Y;, 1.-
.i 3-.Y.. .m. DM• rl.e.. --
w•,..em.h,,ratr
IMPERVIOIIB AREA 5'x11' Actual (t) Impervious, 4.\t '� $ ,� :. • �eOke718D1.v0w• 78798E
Wood Deeic or Woad ConcreteC \ `' r• "• � \ ; ,� _ s�...a..rei ."'••
�_ o.CSq Bawer Lala.l:e PVC ♦ \ `, d Te� 1r
Walkway(s) 1-.4 4° MIN #57 Stone on 3 d.rr < \ ' \ % > .r. �.• •. �E 1, / ,K 47.71.
9i.-ems?a ZWig +, ofa•sEE8lwaaro Ogp
Proposed Building 6.V L"a Geotextlle (Pervious) s-w.tr adn w0� \\ `�k4 ;+_`` �` / \. . '- .a._ •;ytl1 •.'x_ 4 OrrwR PARKING 42008E
Line Area A Flow Arrows Y>:,. �` '�- a+�is`' � q 7t•. 4" u i1 a ]a'y 7�u.�r. •c:??-v:x 4 OIteRE SIDEWALKS 18608E
Legend \\ a r x 302 , z-e�� r \ dl I ' A a- ® f I
Pmprgr a sr...a•am Boundary apj�, \ Q ` "`n } I `� �` y r, r.:t.c1. +' t '?F•. COL#[X' 8.7Ir071me OeMEC 448 SP i(I amnae./r�.,ratd ,,,Ir.. \ \` ` ! J e ` 6t¢ \ ; j ■t°1r+t -0.Silel ' L. ON9RE PUf1106 20458E
Iralrelan a.i.mrm.l. r \ \. t 7` I\\` ',)/1! ' ie7v' .:, a.”u��M.1 On°ene OSF
Infiltration Basin .,y e \�je, E70a71t1•Qe[cw0®AlaavdBottomFlat � '�O \ \ \ `,\ /!/ w `- F3�c ti_ \ f• 30c _c`KBuilding Line Roof -Y Ck. �\ f �-` q \ - ss -ram r TOTAI-IFWERVIOUB 18,0278P
l l Area \ ` QfH 5 - a.
;I POfi. \ TOTALAREA 25,8808E 0.562Ac
Sloped Metal Roof 3J4t \:. ` '\�0 �' + e\'. '�+ " 11•PALM+S \ `IMP% 63.2%
ImperWous Area• y0`�' 4 :„...,:::.,,,lio
�.�... i - ►s.7
Typically Asphalt \ \ \E \ "''Impervious
a be gravel) 1 \ -�f g _
\ ` ` I( eon { /li.e/4'
A Impervious Area, r•_r:;:al,> 1 -*�aar :rr�r-a \ �Q� 112•P ---- - .-
q ti Concrete aaa�aaaI�II III aa� \ : S. N/F ttt CP A
\t 9. Spot Elevations 'CI .1 �T o.;\ \P/D#2642F00136 pf a r
A Flow Arrows ��FTA � BALD '>� �\�f-• l4L r•;iK.1+!'+'�8 \ BA ,NF40-LSL•ANQ CLUB
\ DB 4696, PG 19\ , ` ▪ -e _'l Pr,--: .
il.f'G. ro.IMSfc. i �-e.t'
fN O+r CO'&1p,,- -' .TRACT �� � ,; -
of r"r?) BdUNPARY \ _/ 1 � °` -"
°- Lam"•
\44:11:: is"P.4141.1„, '-'-'""•-•zt..,..2.„...'..-
a 3\ '1
a
7 6 5 1

6 e ! s I i I a J s 2 1
1USTAFA�M1IE 6T F• 41ABEL M. GULTEli?:'•3
FVF
i
REM DYS"`?) I \ P!D 1 I / i-n?(
There are no wetlands on this site,
zx DEED Bp0:. 13:;8, P s_ 0813 ; i(fALD NERD ASSOCIATION
`---- I _____ ' I /
\ BALD HEAD \ OB 120a$ PO 63 __ �,f3./ C s• PermitaaGNartarawa-o7oso19-zl-2oo7 sunc ABLE
S� BALD EAD D U11LOIt S \ �� EIP 1I TRAP liole9Caaa Drainage
Impervious Bulldogs Baader/ 111
__ OP (Not m Project) / (at) Perking
.S61 , isLAt'sD L CAqZMI - 1 (°n WI
NAP soot 1;PAaE 7' I R •7- N84'00�32°E "Cp 1 � 1 8768 a 5023 e' 3745 a°
01 1 a -'.�s` f 'ri ;" ) r �1 2 8371 g 0 s. 8371 e
zP 1 , �!: 2438.857♦ l �ASg 36 E - 70.10 r [Aware t, / ��- - J
PEhELOPE K. MANCUSO E. 23 1665.00/y �/ w - T'- r 11'L,[jQ' -- 7 ��• Ii _, i f I 4 14776 s 4447 a 1329 a1
E �S 1 UrED OWNER) 1 �� N83'59'3.E ,�- -- - 7- ( , �� r s 9549s a591a 4958a
oo - EL: 5.42 Y - ` 6 5953 a 4447 a1 1506 a
- C 1'75, PAGE G364 �� �`" 53.91• �� I ` -�� -,f` 7 13021s 9038a 3938s
2
DO 1 , 1 �' •P/ ' 1 ,Cdl�l11\;` ``�\ ,f / -• ,� .�\`• 8 s76s s76 s1 0a
o 1 •ii 1__ -�i.11l.,
�! •�; .�'rJ �r� \ 1 i-� k 1 ` Sums 61156 s� 31760 23996I
coin
\ 1 \ / 41', O °. N ' \\\\ 1 7�ut
I ` 1.404 9_,lll 0.853 a 0.5511
,....:
4� ' OOg �R - , '.
ti
\ :_sc„ ;S s- '. 1 #3 1 O t b .. EXISTING
\N \
-- r' % - -- 1----- °.... to
a 8UL kEAD a\elh
_ !� I�`\� 3waasT1mu
arter SWB-07o801 2007 Permit BUA COVERAGE TABLE
N_�' X\,/ - `'...."7:;.:'--,‘"
# 8 000,511�, ¢ Drain Total
\ :- -� P!0 2 /! erg Buildings ngs PARHING/ CONCRETB/ Other Other/ Future a6
1 r •� Mew am. \,;.. � :.44U) HEW ISLAND CLUe`.,VG. ., Areasr at Ib1PERVI0U9 31DEWALIf3 TemP(si) (st)' �/ _ * • RICO 1500 af; s, i ��`.� rfr, Pc 1049 -` �`� _4' (afl WI (ail aPe:5P� _ ' 1�Oltl1Iler•'1�2� Qf V19 w 1 8768 at 920 er 1160 of 300 at
\ 0` ��`D j( P ,30, s° • Future B1B Club Gof Building28371 ofoara00 errN1D d 1 `� "` s 77 (Nat in Project;inSW8-890106i' 3 lolaaerr 9o3s°r azooat1 J •f Ae�, 9 1a9 err coo at zoo err
O ere A$ \ J�� ` SsV , � .. ,� y 1 I •`\ 73r 4 4//6of 4447 of
rf -,lffh •2\ ; *i3 ?m
.� -. ^ _ i '"4•�, ,ere +�---%� i6• `h\ �'-�, �ti \� Oe. c - 5 9549 of 910 of :600(.4
775 of 864 aC
(M1`(•.s=,_, _- ,`�,;(4, ' •-✓ _ l ,`..,.' �' _ 1B#L/ `? ' Any,. s w.fSr•iq, _ ' LA6V004 6 5953 at 800 of 5153 at
D g115 �etyla ° / \�34•, 7 4. T O yi 713021 sf900of4000at 8B1 ' ` £ '• 'Rf 725 1___) tit / _0 _ 3 t G4AY ,
E ° and py y 6 ^ ,�,- t \ 7 "ate° ew I Bottom ' 'f b ;`� 3ume 61156 sf 4200 err 4200 eC 1360 of 449 e1 2045 a 16oa7 of
\ '1(..,/
7,/ Pe r° S ♦ ea..\� -aa"° � "/ t� --... - .. Area 976 al; m _Po� _.7 - La=65 1.404 ac 63.24'°
w
\ �` , ro =1 of -
"- 11 0 / a\ wB4f�„AN
cum r
_ 1S.
/ 133 \
w
)�^..... �w - / - -.� ` ( 1 f i' _ .r1i' '-'1 i I 1nFttrannox ane,na.Aw a�.�u�a by tmauw.m°a�drm/apm ,g+M1 am,.lr�.,x°i na+
\ a5 y: •N. ' a• d, 1 I i 'n 1 L..... /Y I `-..� ...w .. �e udw ammo Baum emcee w.a .8m Permit •6.e0 0•1. a.os '•°7 S.
J
\" ,* .3.6.30. pp ;°'Y'•- '� (•�. .o. _ l''Q 7�} +i "`7' n.n 6e.m nraa, ak.: Surface a,ms mrae.em m..uo.. c (er.p1 lu..a.o.i O'°
- r �a. \ \ ��/.Y,�_.. So9y ��° l .� .L' • f•a �/ .. _- w" I rs i 1 'f 1 - .. 9 C.1.. L 4.6 WM vd k9 amUNM n049 vw(W •nw.5
rt 'i/" r eleeJ aa7e1J ss ts• la ,s .sJ teal sa•/nr oa39 o+si Ilaa o.ws ss•
Q, _- s //• r' _ --�+�a~_6- C A •,'7'� 1 { 1,� °atlJ ,'+♦s•+�raaw js ter• +s w term zo•/nr Deter aem toss oste s.s al
I` •, , \ • _ - -/ t wrmee YAm . - •-_ _ �1302 ,' 10.3/ 261563/ Sea. tY Ib' +s 500el 1735 20•Nr 05. 00 306 0 522 62
ab•fl
•A Q) R}\ 'w LIT ES t s\••i,',,,a,. I, y �J ,, _ ♦nod ntata 39 ts• to +s• tsr6J •re6 aa•mr 0.639 is os.l as yl
i ' 1 .OP.ert - ""- - " YI New i• ♦ 9w9d 91s66J •> 1Y IY +a 1096J 1619 20•/I° 0653 s.s12 1199 Ob14 SS
i
�� ter Ow. ! / ' ,,,,•„w ,, 11L, �f •Ir IM1 -.� - __ G3`' s9saJ ut3sJ w ,s• .rc +.s 93er ll3s ao•mr osea osoa •,0 Doer ys a,
6..�"" f ' p•-•w����+•e �._•°••mlwn - ,�6ryry _ - tee.=-BGIL[f!!!L' - 111 ) /� �\ T' 130]IY R6155J Ilea% 5• 0 f�., Ifs m' 0494 O.SA 1632 OS55 SY 3:1
.!-ELE I 8768 �'' , "'' . ,• �•ka,- w. J 1 J { f� - - �140 •
QG % w 1 SfAt 9'3tJ IeTM IS' l0' 1S 2WOJ 160 20'/h. 0� 0a< 96 O.H9 SY SI
';.., BOXES =} 1t 1"`i°'a d II+i r..-".. ` _-� a- ��
i7. 1il I.•'g� Per 1 �• j i ( I • Besot 51166 r 637,1-43 aa.,rae w0...,.w.e,.mr.®.-rc..•0..4.3 lar.m.,a...q r6 r-a�,mor....0
am. •1: Boft \ I!
kt ' \. / \�w r 195 f:: 10+ • =n. ., ,.. i ' j I `�.`"�,�" �8� j I - _..�r� > E+ ,
ss7P' / VAi 1.c !�I •' i s 150.08 ___ -�,�.�w...,.,.- t ` •t�•1y I/.
5 .n� nos ens as.•e.,o-a w w.-.Uwe c.a m» an dma, u..Jrtwa v.n.dl
C , •` , \ �A ,, I ' i 1 3 __- ,- _ _ ._�"I +: ' T 6�r r,-.. rstt 3..53 aw,® � e•12.2 nalc4 cm. 11109/1)w0a Dawn 3,At p.{r,•) • ,r y __ .,� .01 sw,o t1.om slat sea® awe mnlam,am..a...
I13# ��' 23q61 SF11` `I,\ ..1', Z I `�� - III j r., ` e76831 23761 d,3662. (u157 Fa 7m.n 1.sd 15vo,51 ...ow.]
0439 0 457 r11333 10 �0 V. 1 .
."p .' \` 1T i ,1 11' -
A a e371 e! 194sad •1 � h7oT3'ft!`r.n�.,... i7] 0.2„ __\ � ` \ 4w �, e 1 - .. a++�-ir�i � I� t � ♦ ,77eJ 12161,r s 1s• Ib' 4s tsa6J 766 20m oe29 04e1 ws awl • ea
\ \ ,\,` ` kI
��j" 6 9w9 J a0066 J ♦ 1 S In 9.a tOBS d\ `�•• "�-, i i ®I 6 59Sl of ,a 13Yd ♦ S• b +9y 19321J 9676Sel , iS' 4.sals\ • • '.� � i1iI
' as 576 J 5191 6 3166 1 5 I b 4 a 1 J 176 20 6, 0 461 0.216 96 0649 S Y 3:1
-� ` • •
C ern 1s6J ut an6 assJ
``
\ 289A3 aFt �a ppxx 0 82 Moo of a6'°m• j- 1 i[O EXISTING 63f,N.3sr m r �..m
Bald Head Island Qub Property t ' ` �,./ Ti i.1''''-',
]; i -1 'TENNIS COURTS mty
currently In any S ate Starrnwater _ 4 / i N1I 'I_N
\ P IL Adding thle'te 3.25 Hero \ ,��� I I ��-""� ? ill; I I 1 v
xe-o7osol swans Quarter �J I `w IN IB3: Bottom
\ 168,580 of- 7 ere A w•a
g% .\\ ;. III N/f o r
\"` \ 2/s v11 If P!D/112641000►01itici 0
�y� ` \ _ rr.14%�e FEStw BALD DB 7! PG l049HEAD ISLAND B
\ tt \ "`\ - \ _..-S851 E NIP•w�AS• 1 rr,
\\ New, /B7: of /7! - = \ $2�z30 ' , I ,I .. `Se ! "`�.' - t r r .
-' ' Areq 20/0 sftt \� . _ it/ ' : IIi. _`.---s■ r _ ' Mat1 e°IIAM:Slam,.M...",'a:.n..ddm
Voluble 2150 f ,� \ r° _ q w �t� ril R AP RM .I
B 11. w,ly«Mao or rot fs lore*M. ten t b
Butldin Line Area \ \ a � +�� e '°''"� �y- I � LOT 8 BHOPS AT MAR177ME WAY
Legend I l l l l l 9 R•Perty cud•) \ \ ��\ '. 'f�'� � 4f•V ..,.6 Ma-.aw t e..r 1.16
MADE FROM 8W✓3�80529 PARCEL 1;
Golf Cart Drawn as Shown as Metd Roof Side subeda et 6A-6A \ - '- a ,r ,3, 4 1 s 1-....,„�.
5.x11' Actual (±) Impervious, t,abell.n Basin mi1ai N \ T/ '`\` >• s'"" \ �4'- •+.sr..;tt. y M1•++•+� IMPERVIOUSAREA
�' 4 \ 1' .' : 0 t.ic. .at 1.n4.601 Ar n.r_AL Y 1 e.e.r..d.9 ono re
�"'�'"l (Under Wood o.dw Ir °0a•.e4,♦ N Sr,...,1
�� b1h'sr.�-ds - It 6, "''l1�. I.w. •m11,1 �ow,hc,a,e nob.a....6Fsrw.-,_ Wood Deek or Wood ConcreteC \ \ `'� , -T _ ..ao`l.ty sewer LaMd:6•PVC 1 ` >.,. _ i \ r'ir'.. 'p 1 e :: +?!),ix�c 2`' t?S - �tT'.C: ONsrrB Bultaltu� 7878 SF
}•••: 1 - " . - t y -'ALA f 1i- q., ��-:,y "-_ ON8R68rw66rS OSF
-'= Walkwa e f 0a�1YO 1 4- MIN I57 Stone on I�..erFateYoh \ \ A_. - � ��afrL;a Geotextile(Pervious) \ �� �'' \ .,.- AeX�r "t °Al. ONelisPANIt7N0 42008F
\\ Proposed Building 6•ya,ter wm, \ *.. . \. a a :�\ .,�Y•. ,i- •- '� m ta"'�'v.
LineArea r Flow Arc v/s . s. \ . n\ �, tt .r1 raru• I + sxa`LC'?.T+ w4rt,.? Marrs Mosercuot 13e0 SF
Legend \ 1302 )�rr r a ® LPrevaly a amlags(re.awaaay dp. \ A. � s - +T^t �'S'�3- tF1Je: sl+=,t�� �fd,a• _ _ OTrtol ONsrn3 A49 SF
('[reeW rrexrotd sxe wee \ \ \ ♦ \ \ s�_\- \ "{ •.3T+..wi+f} 5' oNerrsFuruis 2045SF
4:
min Yta4ell.n B.etl Cmlaun �.ey, \ `� \,i 1 i 5 •ere.m• erran mom �*=..e - OPP•enE 08F
Infiltration Basin "P \/ Ns.„, \\-1 1 _ ` rrlr mot 9" " Eneru108NCLUu®Awovel
1771.
Bottom Flat \ N.
\, //j \\ -\. \ ,;; RAW. ":
�O N. '`�' ti 4 -f \ � •'. 'e a ��EXISTIN& ,r TOTAL IMPERVIOUS 16,027SF
l Duilding Line Roof � .;., \ - \ s'.-�'*`
.,,�, . POOL TOTALAREA 28 SF 0.582 A
)' L _J Area \ s•� '�, pj - IV)s'a.•. r3 '\ ,,a w•,.: ,988
ri 1- Sloped Metal Roof J y \ \,, `\ \ N ...N.7 ,
`780. ? \\v i ,," 'a it.mks \ "0.'' I„I- --
II�IIII Impervious Area. \ \ !• _}�lQ�l \` ,-`'0.`\�1 >N..�sJ'� t LY ,[
��Typically Asphalt \a5-_�1(XP \,' ` ` ^._ _
(may be gravel) mrjria
\\ \\\ �}1y \\ Nip `�•�`} r � �12�P •t. ---
A. Impervious Area, c�_�ia •Irr-,ate , m ,
.! Concrete omor+---¢I:ae1 .--
9.x Spot Elevations �IEERE = \ 0 �7° .;� `P7D j S42F00i36 pl., 1
e0CT A BALU.HF4LL LAND CLUB ► 1 ,.�{64 -I;y
or
R r Flow Arrows \ , 0B 4696, t4 �� � � -Teri . = r
tr1C. in^Nsr Free_ TR i.T OJ \ s -�,,,\......, \ \ f f !d i! W�•` - :''
VEM \ P.:T1.4vOckr s„,.....___
N
\\,.. < \�\ \ 7' 15'PALM --� o�a �(_tl\!1

\ \ s \ B 5 2.�. ; I
ic\ . . ., +\ \\ PID 6a;)OO2f 1 / m:r\\1 _ 1 \ BALD '-1D ASSOCIATION ( _ / 1 `-r #57 Stone on a Geotextile Detail
z3t ,1, 1 \ DB 1205. PG 63 - .o.:y!I� CAMVeo ,re„.e°a.uaa•2.>ate
__ Eli'i
iotag rojen"
�A \ _ • ' \ -- BP 7R� (Nat a,Projxy The North Carolho State Legislature has deemed 4'mnenum thickness of
N ! :, \ 1�fp(mulm aeNrx) •)- _ % — i_ 1 .- - /57 S4ae(per AS1M Stria)on a Geate tie Fabric to be Panama Surface.
v , _ aoa�,a.riAE r L CAAIZ i 16a 100/0/7r'5 ^, $" _�:.y- 32"E j 3ra /'i ,'r
-zm_ NB4'Bo' c: Ono area of apex 1350 of area in Drainage Area/5,In a utlit caorldnr
q,1 1 SeGeVOARY _ -\ r J batsmen a new wood tense ma the original Cwb ewanmin a
D 1 ,2438,857' r 70.1 ' LAGOON 1_ —` 9 e Pa
zr \\ 1 1 {{ , r _,_._--A83�9.36 E T��-.. —'J !\ -- (sMl-.wOtaB)wR he aonetruated to this standard.as the village of Sala
oag En. 23t�1665.00! r t,F — ' -- .11zso, — /
e O 1 \ _.�` __ Head Island(VBHI)has requested suitable access to the Club Grinder Pump.
s + \ + rr NB3'S9'3"E_-. _- —— 7--E- _ - -
E �O 1 \ - :'' EL: 5,42 / r•-*-•'_ 7'- iii`d- (...- - l� //, ` _�`` 8 8 P-f55P 4'Min Thkkneea E
! ! J
•t 53.91'� - s ,f r Pool Fanca
z / rr! ^ '' ;- Fence Poet Slight Sees tedz \ , 1 �. / ,. _ �/ \� f av \ / / ce . ie 1i : 70bn0\ Mdth YarleaFMSL
v
r
ra D \ + / r I `` �\\( ^ l Y[�- 77 r T�i'YY-�N ✓Y Y i`s"p' `4 yea 'VF
N 1 1 rr ?�6�ry,.:.y g)\e ,'a - i �‘, _acauw \\\\� - JJ�\ ''� — \‘\
/ SHIN E _-�- _ _ ` cn' \�_' 1
1 ; n 7r � G � I #3 1b 4 �. c1 F=1:TIN'. `.,• \ 1
\\ 1061.311,,..!TOM ,.nax+\. yjr �i° j:J9�hr- .-�$Z__�•11_ a, y\ �_kr AD d• q• r'y
merr Nero /'-' $ ,\ \ �— 'r��. � ' ' ../ a• ND v2641G0DI\ \. it E
R.o.w.Rwawwas • - , -�3,, cLD:SAD ICLAND CLUB-. 'JCS .
�\ \ '-1� �'T " ',�OB 7f7, PG i049 �''V .;'ice ?9\ -. is erS�•'s�ri;y e/•'�(l '\\•t -•� �j P"ture BHt Ca`b Od[HuOrg Mat In Projecp in 9WR-e 1ae�1 XL TINC ; it
SHWI.'a4,9$ • ,�87 �°On robe fiiedga Ayok,,!W5.:V0 _ i �•'��'w•• - CiW/p.7JC `,+L`„• OB�, S\TELLS y rh 6r•r /'yF\ +.,.e _ l' - `'� __ a a`Y7 -4 py Jy/�,1a \ ' - '- `�.- • - `7 • -• 't h 'r •7 - ", «' -'+• - - s--/ / / `\ \ krfltroation Basin/4 exists Ina temporary condition as
\ E ..v a.„ ��, .'1 t '''' 186: Bottom ' \ j,� ''+6' Aj. --- - _r- \ 1 wxtiwl sided (OH:14)in the median of the turfatone,but
\ 1 '1r Y" .'� \� '- Ar190 976 Sf: .t }'L�. -7r--r : r r �._#60%knpeMoue,golf cart parking north of the tennis
\ , _: 1 courts. (Swans Quarter wraps around three sides of the
'�'�Y__.. /'' - �• F./-!z,.....f •r .'a= •f,--\h.__ —fit courts.)k will be removed and replaced with a 3H:1V
.t ppryb 1 �, ;� � o , .O1i,. mp\ Filtration basin with Identical bottom area and permitted
` e Vs L \ - ` -$BS r ' ._ _ k ,/ f
volume of the 2007 original design.
1 aww.aa.n.n r,rq: \r'�^ i ( 1 i rim r :-�: $B4 • \\\} ;'T ! B Te memory Infiltration Basin /3,which w built a part of
! 10e1.3w saran arts NawaMh.m -� - .•'w - -e.t �f
ROM.Reo.e. ,. $BB-! • -- �- .3 �-�. '` Gn..€ieW '.LS - _ \ - the IB3-IB4-IB5 interconnect for the Turfatone Parking Area,
I,
"MA10'cane La 191s2•awor�L •' & I . , _- _ - e �' / •
- _ - '�1 ,!� wAl become a median Inflltrat'on Basin. Ori final Infltration
Tolman.a.nree<. 1p = Wj 'r �., SNk'T,3.56 1 i' eosin/8,constructed for the relocated Bald Head Is and
\ r �r'"e r ..,,y I l /1tr t �'ai .83�� 16 2„Fiala. r-,;' .� • Club Klde Club Shed,within the footprint of one of the 4447
�- 1 SST •-,.A ,7�� �: r '\ - )6i-bnr era ` '� i r`r sf Condo Bindings. Drainage Areal moves to a golf cart
,1(Typ @._-.,• •d"s.ren. _ `t tMwam Arno flea ah - _ r parking area north of the pickle ball courts,and becomes a
} � ,V• 'L.;, r {f1--- ..Vlt. f107 04 N A 3H:1V x 1'Depth median Infiltration Basin IB/6. The
\ ELEGr.\ ,y�l1 g 8768 f ,r �T+ms caw J 1 }" y _ 6 playground area,with to m'nMal Impervious,(being relocated
E k"` • t ) +,.x. _ 1113 9N from the Bald Head Island Club)is being added to Drainage
\ �'LEC. \�'r ti BI: BaHo a� it I r} fir;; - '#880 • k f; Area#5.
\ MAN.: DRM a. \\9� .• " $ ,.• •\ .. �I ' ����M I t�l I a5. '. '�"'_—'- ew rve�rasv.x wa,ex AO yemEn sneR..NO emt>,c nn u�aa:rc lactr
DA 1 •lumEf-y5•1',C _ N85'ip 33"ly 15�.08 r— •"•- I nrew beta r/r er xer»rnav,erne w,o,a my ranc�sww mrav
y�;r ! '-••\ , VS OF mires lINAINrcw PITC-rO jM arms ROE
C_ l' .. :\ % , , `.1 H I L- l Ic . -`'llrr =-..._r �t �,� (ere..+e stoma saw see- r,mea mrs•-saw s2m1 C
2 C. - jj/� OCCUR DEFIN-NSF PAW
r\ 8 SF Z C-9 a --•---41 .) 1L � •[h4FOeeefi\ .
\�. \ \. \,d0, • .� ._:.�.>�.° i:k�y w c'� {�I I — f ?, - amou nEv sgE a[arr.Y',
earns tI-m any Star. Stormwob,.2:3 A:, \ �d; \s-••'^-•'�' (I':. i ` ',.'V.t''.S:*7 `.s.:. •
+,nit.Ado r•this to`2G Pcr+ \ ♦ 1 �A ° -�-r s i i- :f:G'•'a'
,td-6'Jot Swunr Quarter \ \ , • ,• l . r ( +e I i '
..P.5iJ f' 2.67 oc 'tar,- , !: 11. ,
VEGOISID
/ \ M. .,... q,✓ i , o XISTC.'B _ i C - z\ BALD ap sox a�v
'b;°� 'I$, I 3 ,r tLv -`iENA"�car:':: 'S''Iff ace OUR r�i
\ s _•AL \.. ^�-�, . v" t tam ii. 1 �9p, a Typlml seaang fa ask Head blend Sand picnic)80eer Tolerant)
\ \ '- '-o-� °4 \ 7 ' -'� 183: Bottom 1 h awheastemSMtower03%)WaepngtwagwacsaBence/Naevoorssesww.
an \� ew1'Q7: Bait Yam'- _�i t T 9 5,`�`�3 U:axle,+.naeme CAC arrsaaaee blood dmp><3a%lnamereea.,ssce+g
-jJ I iambs,13%Soichgrua 159E Lea aueisrn 15%0eerongue Walla Wid end
°"�LIMN WY ono TM ���� 'rs. -o.3g$14�- ', ,\ } , 1500 sf,• "�o• 4 4Cyr. ,a%Rr"y Far wnawdimsmrmwer.rromamcaaal.aep..at.ly,mrlemr
Oot M vnm e x tams •�''� \ }'A e45• /!',i r `'�""•-`-•i•--.-- 'lIlr4R'me-f725 cf sF, r need Wassailed wr„aam.ImelurwmMTmy.
aa.
tame m,A �� I 'i' :0'7Ai. y �q yp
°;aP' ;,,,e.,,.� VQ`+t _ __ f I a.wYixr.: iv n,� f b _
+.v rmar,ey -1 _ i i PhD 26.. G;,.ipf '�::i... Ya.�".�... e_�
,av I P=, _\ •.- Mena. �( BALD NEAO lSLAA�CGis5 r� f ,,..gat,."',•'�,.:3'G3L�YR"'Y"ttza —...--
t�et_::��:�r..�v-.:'-�cc.; ???\��o 1 Air/ \ „- ,,.off l #f79 ! r p :uwP DR T17, PG f049. y [ !
■ ■rya •+r-.-mr-':rca g ' - r - cal - " /�r 3
irr,i=",, A1=71 is '� i'kA. STORMWATER PERMIT BUA\ � .� ,; \ \, . ^ •� kla
-:<[,P B r, 1n$ \ ' • 2 *\ �:— ... ['T .-J d u„I - L SWANS QUARTER SW8i17OBOI B
Legend �IIII Binding L'ne Area .er.6 bale) ss\ b ��`` \ r F i'
Golf Cart: Drawn as Shown as Metal Roof n ek 9 \ '81 ) µ„), rUIPERVIOU9 AREA 2007r2022T• 202a ' weiii:enaa er,r.,,m,.rj \ \ I•. 4 "� )' I i r>d7FrF�,VS :' 1s'z11'Actual(t) :r ImpeMaus, (,,,,w m.e 0ie4 O \ , .!(l, \ - ,,� cA- /- '' 1 tx a� Z"� OHsne BUlDai66 371130 BF 76766E Concrete cCG\ \ \\. '
6 c• /+--.-_ Wood Deck or W od `,avrg,saw tat.5:c• \ ,. �, a t1' 1 .. 's ; OR•artE 8'rtaera 239988E OHF-�Wa1Rwa a 4'MIN ~ \ �£ Pt,' _A L�:N' i ONwame Poewao ON w0R�Ts) 42006EY{) I /se Stone on ,f 3err�',_.. \ \ �11l�pppJsss,. - \ - 'S•. G.Y (.-.•.;a Geotextile(Pervious) �'. \ r+ `-'f i,»oM - - OH•arte el0ewu.irs 0 BF 1380BF
' I 1 Proposed Building \ \ \ -r\
e•w.1. a,a. ,Line Area l Flow Am wa 'Q' `a �` - \, l ' rn ^ I ccr::gar.- j omen ortsre o sF 449 sE
Legen so J \ 1B# 2• .e40 - \ , sr , -F• A'0CE _: a,z AL oRirsFvnnm 0BF 2 455?/� (Wm% retai"eraswa Ania' �`p`''S• \ , \ \, \ „, ` i : g• \ OFFenE O 8F 0 6F
P Inflltratn Basin ��:p S• \r \y t 'hlE' \\
,? Battam Flat ,Pr.,eOp �_, 9,y \ TOTAL IMPERVIOUS 61,158 SF 68,175 SFH
t"'y _ ?p"�j• \ \ !� - -4 _ V TOTAL AREA 141,897 SF 1 580 sFee
r f Building Line Roof Epp oe.rw/-' \ \ ` , mama.f \ .\\\• T 7 o �LC:SI7id' 3' YC9
Area '�a �9Yp \ e A \ q� - ;. F...2L �' ,�\ TOTAL AREA 3,282 we 9,870 we
Slo ed Metal Roof 9y \ \s, �. .' % Q i „ 3 �C y f FALLS ^',� \\ IMP% 49,2% 9&B%
Pk IIIIIIII ` wai \ \ \ }!`�• y„h,., 3\ 1BD �F f! — -i•`a.re' _— z
II t Typicdly Asphalt ..� r �I \I (� �[�' \ \ '\ \ \ — _.•—,s =
C[ i (may be gravel) \ \ �, `1 Na?..V \ r b.
A q Impervious Area, \ \�- \, •, ° Pi'ii1 _ "., _ i
4 9 Concrete ,� �_ \ tr' • N/F \ I� .{n / ep
P!D 2642FC`Gf36 t \
p Y�r
.x Spot Elevations aii Imo
?�. �R/, a3Be�W P2laeaurhammyTewer\ I �" a vJ 'BdLo JiEA0 V CLUBI."i.,_1C•` rt�' - sun Hawn racwmewe
A Flow Arrows s•x.ow.Rwwe,
A / .., •
Dr aai Maoeou N. — \ A4 40'96, pC�f� _ `1 a SWANS QUARTER
\ .'C.iRI.V•-LY2l'LW_./ Sp mania us �"C J j6440� -`2\ , j' ''4 e�\\ N. 4�' f. STORMWATER PLAN 2G24
$/..' or1 COA,..F•£Pia s ,wN1 TRACT J ,\" \ 1I"e'1GMt LM
N
m.: 1 _ BC'LV.'4RY�\ N. \ ✓ r \ '
\ \ - \ '! ` , f "PAL ,
, _.•2. ,
.2:
ary. 1ve,... F � r sei.A7•r,tii>sf,vaC �'rr1< p]er:��'���••��leiie',IY,..a.�r .aws�ia ......_,..._ —-.7',,„ -,7.7.,=-- I
-,�swov�e...osaa•.�.e,�.r.rr.s. mac.. .�•_:s a.+carivaFt-sae.kr rr.r�ss.annnVVV�1.a.>�c.�._ +— aa,,•'\o`s,11frr. zzzm=-o�+�.-�_-e\+ _ _ 4 -��` s ea.. ,e1»#-a-.:•..AINe..,a.sasrMa� .....

re................,\ 7 \ 6 5 1 4 3 2 _ t
MUSTAFA\NEJAT&MABEL M.GULTEKIN \ ��
1 MD 264YX400021 I / {
(REPUTED OWNER) 1 \ \$ALD HEAD ASSOCIATION I ------ m I1 `�
DEED B00K 1368,P E 0813 i, ( g• 1_Ntr¢rnunon aysws:cPa.,m mn mPort aga3.<aPpx aoov wuvevwl nmm la�aeo„a
A.?= STAGE ONE \ DB 1205, PG 63 EI '
r1p \ 148 \ BALD HEAD \ 1RF1 Emo BOOK 943.ram 549 .. `b ,` 7RaP� �` oRAoa
c10 ' \ ISLAND, -- L�CAg1ZATION POINT t •1B 9B-1 ./ 62 Seta, �" �
A Z MAP BOOK lb PACE] 9,�:;'r • RP' N84'00'32"E ... cr r� �i'r /1`''- 1 6 zs as 9.42 as• 2.25
1. O,a_Y`- f �.
° �, Zr- \hl: 2438,857e // N63'S9'36"E + $ 7D.1 D' fi(it'N . - 1 -` 2 1B-a SB-2 17.59./hr 5.20 20• 3.53 25• 3.12
�O RONALQ D.&PENELOPE K.MANCUSO EA 2 166S.O01' // 'E 11 2.90' /' j i��-`-- A 154 SB4 116.21'/hr 4.90 16° 3.56 24• 2.90_
\ (REPUTED OWNER) 1 \ / 1�` N83'59 �I \
1y0 EL: 5.42' ♦ S is-5 SO-5 1I.5 /hr 5.50 2S 3A2 ST 2.83
DEED BOOK 1175, PAGE 0364 1 // 53.91' ... /\ -, - / -� a° 2.46 E
Z p \ \
/ : \ /-- ` \ `': N.T?I 7 ]1BB-7 9B-7 5.4.30 23• 3.38 0' 2.60
1E1
DO \ 11 \ // ..........._ - �\ i/'_.-- `N.N. \' B 1138 58S 6.50 32• 3.83 48• 2.50
�2 I
\ \ \ /�/ .)",.' r ` ...fi.,lS 'a - ,\ �_ \ \ I!- i INFILTRATION BASINS:
\.. Ell \ 1 R.0� £s�,9!."' ;. DRAINAGE �:' �\ .__ - O 5w Uses 005.,nnsoa SOS DSC% Smin"eo+a5o
N• ` 1 9 1 ^�Dry .'".` '' Gr'flay 5N20 -yy�, AREA \ •ilccooN \\�\` '"' 'J J re005 Depth x Depth aiw i
,p•/ .'� - � SHWI'•3'i3 w; t ip(B�/2�4 lOr- 1 IB-1 s0-1 O-1a• SM e�.lu.a+. ]zas• aP ,+.IF.ree<s+ec
�i - 5. Gift
BALD rIPA$-ISLAND:f;LUB-MICc«.rra e,.
`. \ • \ " .i.i2 \��82 , '; ``` De 7t7, PG 1049 a 18-2 se-2 0-25• sP w teem cesmwmN sum ,a.+� "e",o 4
�, 1 17.E.9%hr ,� t' s. ^ `.m' .\ - .. _ 3 93-4 se-3 0-l0• SP :.e".,�s,ee.+F",.+ lo-2s•_ sP
�` �\ �• a 104 s0-4 0-24• sP
,k1t \ I I `• g' \\\ s >as 50-s o-lU° ere �m w la-aa sP �o�,mrco 6
11, '. �i�� \ rN/F BALDANS H2�BTER S D UB\\ / SB d` I t SBl S =<�_-. - 7 �7 a-7 au• sP m ew
♦\ Temporary C'"`fist' \\�I` 3ja _ a is-s so-s 0-24• eP eae,P.r.�eD,D.1�N+a 12�3• SP rwetaea-."m,.e,�
• a . ram"+�e
y _
ISLAND CL •� O•
084696, PG 18 ♦ s' F
•
\ Ip A1'�5 \ • ; of 2007 1B1T3'ar:.'. Gh\VI r 4.8: A >i -_` -
�el.'/S71N� fir..-_. "• �N 1 'I� ;; `� t ++ \ .183-1B Interconnect
.... \ SHbl�. .5 4732.1B INFlLTRAIION BASH MAINTENANCE REQUIREMENTS r
MG romN \ lnterconnecf ' GV, //1 .� ) De
I;s'LiS =� t \ `' "- -' �'. ; \ ' b ''`7 f Ss)• iAst'.9r! _ 9a..+.vmw.r a>®�.rexO..na.wrrz..ae5 as
i - - / . \ r .I,��Itr _ u • ;wiaaa .111.0�elaeu..er,m ,>a 4,.USED n
D `4.,e Sr1#T� .. SBl _ D \ �/ -"..."..,,,a �1 q� � '.1..7 ,w.e"IRS 7.011 MS s m SOU DED O wu'°i•PO . 001.1....11..... D
f3 e� / e \ ) 1 f�090 SF \ I! r ,p X3' £:WN:AM' mwTR..,O ERR. RE se v®a mr THE..11-:.on"'a":m.rT NM
" sPYAB- t+.IA':./. .j Gr Elev 6.25 [�
7COP� / ,aan�e hem...,.D N...m` �.'�"�„, M s a,Ew-,e we,R
'N \\ x ' DRAINAGE a LEC.f `\ TS 7A 'r^' • - _ M�.o slx
' 9500 Sr" SHWT 3.42 \ t7:aA I r.; Lr�nt ,, 9006 S °""�
\ '' DRAINAGE\ GW 2,25 DA 1\2024 ��Ir AREA '�•' f A �A� DRAIN s' • n r-aa awa m x mr.F.,rew,wn�r®.a.wMwM ��
• \ `.' / 237�c SF J N. I(;r A DFN FE { I. rn'°s OCT..1.X...`UNDO +w,x 10 rcs »
Fl6EE AREA �'+�• + - .AREA :N .. ` 10���S S.Ear.o emm NO rrons i-0WO 'ADD.
•y VVICA `TL'-�"S DRIKIAGE e 3 TAU ! ADILITC.MERE
• \ • VAN., \ r'f7YP.)\ e AREA \ 585 WOL•?L I FF.LE �:-L-4.7....::
SB4- � it LOWE IC..COW.H.ru'a wxi'rra uuSW,v.�'''"YE LS"is'w ur 1.
( Gr get - 50 S"S. - (B') •-@ ®o rua r n°°OORS,w aw ounD"'"e.i a 4w9 CO..R a.ROE ID
\ S88 \ <• kHT 3.42 _` D2-2 Gr Elev �8'o' = ` _ ...ave-'bueerrNxe De®m w a
r Gr Elev 6.50 �� .W - _•_ 02�1IWT 3.56 = - ii / � o aEa.,.�.AEL .
�11WT 3.83 I/ /r 1T.5•%hr 14025sFGW 2.90 (..' ' /• � ms ,NM"`Ks�;'e N�.x1 \ ( DRAINAG66.2i%hr 1 x„" ,
2.50/( x�a \-• fr ....,.:s"n»,anw a .' E' r..°""�• \ .I,.��'f'" <:EC-` �1 I \ \ . AREA • � INFILTRATION BASIN MAINTENANCE REQUIREMENTS
I • I \ _ - IMPORTANT OPERATION AND MAINTENANCE PROCEDURES
N I • j
\J" ,,\9'' \ELEC. I ; `\�]p/ \ •
l-.: ... _.._.._N85'12'33`W - .._e_:.\ eo•..en roa+rv.now NOP 10 WED.x,�aa
\\ I TNAN.:F. 'AYE I I . x'�-2' 2 86 SF •/ia' 750.08 j `+.,t� O.M..vsv aw.,.m., Na,rc x,so4na
C , ( \\ I 1 y ..- __ �_ __ .�:- ------ __ __'y_..r• -r,.i OM6,MiA¢ IFA1¢x 6 F K�Mi m c,Tc
\ (.'��¢ I ,\-... .I DARAIANAGE! + Yi i. " - - .mvov.a ",01 ma M.S.SE rewsN>! DRA E I b y ' TIE ad. APR.�ME"D C
\ �\ ..., •
rARE7[\� _- _. fi WI
Or SEATO w
I ,47
\ d ;1`o $ DOW we AeD. .r.1O w.COT x,n�a F ROLE rave
nut nor ouse AnAots to no tat
•
\ \• x WO men 1 \ \ m-.N�Fxm.
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Non-Profit Corporation
Legal Name
Bald Head Island Club
Information
Sosld: 0213895
Status: Current-Active 0
Date Formed: 8/24/1987
Citizenship: Domestic
Annual Report Due Date:
Registered Agent: O'brien, Patricia E.
Addresses
Reg Office Mailing Reg Mailing
#1 Salt Meadow Trail P 0 Box 3070 P 0 Box 3070
Southport, NC 28461-0000 Bald Head Island, NC 28461 Bald Head Island, NC 28461
Officers

NOAA Atlas 14,Volume 2,Version 3
Location name:Southport,North Carolina,USA* '" "' -
Latitude:33.8619°,Longitude:-78.0038° it rpfte
XI t
Elevation:4 ft** i' k ,r
`' `source;ESRI Maps i -"i
"source:USGS
POINT PRECIPITATION FREQUENCY ESTIMATES
G.M.Bonnin,D.Martin,B.Lin,T.Parzybok,M.Yekta,and D.Riley
NOAA,National Weather Service,Silver Spring,Maryland
PF tabular I PF graphical I Maps &_aerials
__...-__.__,_._ _____.________,_____.._____PF tabular..___.__ _. __._._.__._.___
PDS-based point precipitation frequency estimates with 90%confidence intervals(In inches)1J
^I` Average recurrence Interval(years) 1
I Duration 1_i
"- 2 I 5 I 10 I 25 50 100 -I -200 _i 500_ I�1000
5-min I
0.541 I 0.645 0.745 0.833 0.938 IL 1.02 I 1.10 1.19 I 1.29 i 1.39
_,__�__J(0.504-0.585)j(0.599-0.697) (0.691-0.804) (0.770-0.898),(0.862-1.01)1 0.935-1.10) (1.00-1.19 1.07-1.28 1.16-1.40 1.23-1.50
.11
10-min I 0.865 1.03 1.19 1.33 1.49 1.62 I 1.75 1.88 2.05 2.18
I(0.805-0.934)1 (0.957-1.11) ( (1.11-1.29) (1.23-1144) L(1.37-1.611 (1.49-1.7511(1.60-1.89) (L1.70-2.03)(1.83-2.22) (1.94-2.37)
15-min 1.08 1 1.30 1.51 1.68 1.89 2.06 2.22 I 2.37 I 2.58 2.74 I
(1.01-1.17_1 I (1 20-1.40�J) (1.40-1.63)J (1.56-1.82) 111.74-2.04) 11.89-2.22) (2.02-2.39)i(2.14-2.5B (2.30-2.79112.43-2.98)J
304nin 1.48 1.79 2.14 I 2.44 2.81 3.10 I 3.40 3.69 4.10 I 4.44
_,__ "� (1.38-1.60LIL(1.66-1.944 _(1.99-2.321.1 (2.26-2.633_(2_58-3.02) (2.84-3.34)i 3.09 3 66 (3.34-3.98) (3387-4A4_)j(3.94-4.82)
60-min 1.85 I 2.25 2.75 I 3.18 3.74 4.20 4.68 I 5.18 l 5.88 i 6.48
_ __(1.72.2.00),1_(2.09-2.43)__(2.55-2297�i^(2.94-3.43) (3.44-4.02) (3.85-4.52) (4.26-5.0411 i4.68-5.59)I.26-6.36)I.15.75-7.04)l
I 2.21 I 2.70 I 3.39 I 3.99 4.82 5.54 I 6.30 7.13 I 8.34 I 9Ao
L 2-hr I (2.04-2.41)J (2.49-2.94)-j (312-3.69)j (3.67-4.35) (4.40-526) (5.03-6.03)1L(55.69-6.87)f(6.39-7.77)I[ 39-9.10)J 8.26-10.3)
2.35 2.86 3.62 I 4.30 5.26 i 6.12 7.04 8.06 I 9.58 10.'9
IL 3-hr 2.1B-2.58 _ (2.63 3.15) (3.31 3.98) ( (3.92 4.72) (4.77-5.77)I (5.51-6.71) (6.29.7.71) (7.14-8.8_2)�(6.37-10.5) (9.45-12.0
& m, I 2.96 II 3.62 I 4.57 II 5.44 I 6.68 IL 7.79 I 8.99 10.3 t 12.4 1��1 (2.72-3.27)JI.1131-4.00) IJ4417-5.05)_�I_14.95-6 00)j (6.04-7.36)I ;98-8.571j 8.00-9.89)1(9.10-11.4) 0.7-13.6611(12.2-15.6)1
I112-hr I 3.48 I 4.24 1 5A0 ' 6.47 1 7.99 9.37 10.9 I 12.6 I 15.2 17.5
(3.15-3.87) 1 184-4.72) I�(4.88-6.02) I (5.82_7.2 1 tI7.13-8_881__ .30-10A) 9.55-12.111 10:9-14.0)1(13.0-16 9) (14.8.19.5)
I24,hr I 4.06 I 4.93 6.38 1 7.64 I 9.56 I 11.3 I 13.2 I 15.4 l 18.8 21.8 I
.. _ ._;L(3.72-4.47.1 4.52-5.441 (5.84-7.021.1_(6.96-8.41)1 (8.64-10.5_)J (10.1-12.4)1l(11.7-114.5 I�(13.4-17.0)I i16 0-20. K18.2-24.4)I
2-day 4.67 I 5.64 I 7.23 I 8.61 10.7 12.5 14.6 i 16.9 i 20.4 23.5 1
1 14.30-55.12))L�520-6.201-IL(6.665-7.97) I (7.87-9.48)i (9.66-11.881 L(11,2-t )J(12.9-16.1)Il(14.8-18)I 17.5-22.9)J j19.8-26.5)J
3-day I 4.90 I 5.91 I 7.53 8.91 I 11.0 I 12.8 I 14.8 I 17.0 20.5 23.6 I
s j,(4.52-5.35 1 (5.46-8.47) IL(6.93-8.2!5)_ .16-9.77) I (9.97-12.0)II(11.5-14:�(13.2-16.3)I115.0-18.9 (17.7-23.0) (19.99-26.7)1
4-day II 5.13 I 6.18 7.82 9.21 I 11.3 13.1 f 15.0 17.2 20.6 23.7
_I 14_74-5 558) I (5_71-6.74) (7.21-8_53)_L(8A6-10)J (10.3-12.3)_ (11.8-14.3)!(13.4-16:)I[(15.2,18.9) (17.8-23.1) (20.0-26.8�
7-day I 5.79 ' 6.98 I 8.77 10.3 12.4 I 14.2 1 16.2 I 18.3 I 21.5 24.1
(5.39-6.25) IL(6.50-7.53)� (8.15-9.48) L(9.49-11.11_-01.44_13.411 (13.0-15.4)1(14.7-17..3)i(16.4-19.f(18.9-23.5) 20.9-27.1)!
�10-day 6.50 7.79 9.64 11.2 13.4 15.2 17.2 19.4 I 22.5 25.1
_��_ (6.07-7.00)] (7.27-8.38) �8.96-10.4)_I.j10A-12.0)J (12.3-14.4) �4.0-16.41 (15.6-18.8)(17A-21.0)I j19.9-24.6) (21.9 27.6)
I 8.72 10.4 12.6 14.5 17.1 19.3 21.5 I 23.9 I 27.3 30.1
20-dey (_(8.16 9.351, (9.75 11.1) (11.8 13.6) L(13.5-15.�JI(15.9 18.3)� (17.8-20.71 (19.7-23.2)I(21.8-25.9)I(24.5-29.8)(26.T-33.1)
30 ccay I 10.8 I 12.8 I 15.4 17.4 20.3 22.5 24.9 1 27.3 I 30.6 33.2
L(10A2:11.5.1).1121-13.7))_L4.5-16.� , (16.4-18.6).18_9-21_6) _(21.0-24.1)JI(23.0-26.6g g5A-29.3} 27.8-33.1) (2_9.9-36.11
4 13.4 15.9 I 18.8 ' 21.2 Ili. 24.4 I 26.9 29.5 32.2 35.8 38.7 I
-1 12.7-114. ) 115_0-1691 1 (17.7-20.0.0 19.9-22.5)j2.8-25.91i �551-28.7WI(27.4.31.5)j 29.6-34.5 (32.7-38.6) (35.0-42.0)I
60-d 16.4 I 19.3 I 22.5 If 25.1 II 28.5 II 31.2 L 33.8 II 36.5 (I 40.0 I 42.7
y I (15.5 17.3) 1, (18.3 20.4) t (21.3-23.8) (23.7-26:�I(26.8 30.21I1(29.2-33.1) 1.6-36.0)IL(33.9 38.9ZfL(36.8�2.�L(39.148.1)
1 Precipitation frequency(PF)estimates in this table are based on frequency analysis of partial duration series(PDS).
Numbers In parenthesis are PF estimates at lower and upper bounds of the 90%confidence interval.The probability that precipitation frequency
estimates(for a given duration and average recurrence interval)will be greater than the upper bound(or less than the lower bound)is 5%.
Estimates at upper bounds are not checked against probable maximum precipitation(PMP)estimates and may be higher than currently valid PMP
values.
Please refer to NOAAAtIas 14 document for more information.
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PF graphical

PDS-based depth-duration-frequency (DDF)curves
Latitude:33.8619°,Longitude:-78.0038°
a Average recartire
40 - _ entetval
. i ��'% (ors)
} a ;I
1 o
4., , .. t _ a0 I
fr / '
0 '
"--T—"-r i , a t-7 . 1 :
©Ui.%3CC'� ry n5 � CI po
40—
el
.a �,, 5- en — 2-clay
" • 10-thin 3-day
.r i'S-min — 4-day
0- .�._. 30�nM — day
2:
k.0 �;;� "" 60•rnin — 10-day
10 ... _.
:..:-."�° - 3-1 r — 30-day
r
--
-.. t.,tar 4
I0
I 24-hr
1 2 5 10 25 50 100 200 500 1000
Average recurrence interval(years)
I10AA star,14.Volume:,Version 3 Created(GMT):Mon Apr 2'3 12.14:04 202
Back to Top
Maps &aerials
Small scale terrain

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3km
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Large scale terrain
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US Department of Commerce
National Oceanic and Atmospheric Administration
National Weather Service
National Water Center
1325 East West Highway
Silver Spring,MD 20910
Questions?:HDSC.Questions©noaa.ggv
Disclaimer

NOAAAtlas 14,Volume 2,Version 3
Location name:Southport,North Carolina,USA* "'-'"''
Latitude:33.8619°,Longitude:-78.0038° nofln
Elevation:4 ft**
1` 'source:ESRI Maps ''
**source:USGS
POINT PRECIPITATION FREQUENCY ESTIMATES
G.M.Bonnln,D.Martin,B.Lin,T.Parzybok,M.Yekta,and D.Riley
NOAA,National Weather Service,Silver Spring,Maryland
PF tabular I PF qra Mica Alps 8_ aerials
PF tabular
I_ PDS-based point precipitation frequency estimates with 90%confidence intervals (in inches/hour)1
DurationsI Average recurrence Interval(years) _. _��_' =-
_•__..__L_ 2 1__ 5 J 10 L25 L 50 100 1! 200 500 J 1000
5-min 6.49 ( 7.74 I 8.94 10.0 11.3 i 12.3 78.2 14.2 15.5 16.7 I
I_,(6.05-7.02) I (7.19-8.38) ! (8.29-9.65) (9.24-10.8) (10.3-12.1) I_/11.2-13.2� (12.0-14.3) (12.9-15.4) (13.9-16.8)_L(14.8-18.1) l
10-min , 5.19 I 6.19 7.16 7.99 8.96 9.75 1 10.5 11.3 I 12.3 13.1
i
LI
_ _ .-I (4.83-5.60_) 1 5.74-6.B8j.16.64-7.73) 7_.39-8.6.2j (824-9.65) _(8.993-10.5) IL_(9.58-11.3) (10_2-12.2L_(11.0-13_3) (11.6-14.21_
5-min 4.32 I 5.19 I 6.04 -6.74 7.58 8.23 8.87 9.49 I 10.3 11.0
I.14.02-4 667)a (4_82-5.60) 1 (5.60-6.52L (8.23-7_27� (6.97-8.16) L
.54-8.86) h(8_0779.551_ (8.58-10.2) f1 (9.22-11.1) (9.72-11.9
2.96 3.58 4.29 I 4.88 5.61 6.20 6.79 7.39 I 8.20 8.88
30-min �
[60.min
__ _3_(2:76-3.20) _(3.33-3.87) (3.97-4.63) 1-/4.51-5 27) , (5.16-6.04U-(5.68-6.67J (6.18-7.32) I (6.68-7.97) i (7.34-8.67 _(7.87-9.64)J 1 1.85 I 2.25 2.75 I 3.18 3.74 4.20 4.68 5.18 5.88 6.48
____._._,_.(1.72-2200) 1_(2.09-2.43).j 2.55-2.97L.L (2.94-343)jj3.44-402) I�(3.85-4.5�-L4.26-5.04)JI (4.68-5.59)_ 526-6.36 [575-7.04)_
2-hr I 1.10 1.35 ( 1.69 ' 2.00 I� 2.41 _2.77 I 3.15 =-MI 4.17 4.70
J (1 02.1.20) � (11 24-1.47) (1 56-1 j 11.83-2.18L1 2_20-2.63)„ (2.52-3.02) (L2.84-3.43) ) _3.89-4.56_ (4.13-5.14)
I 3-hr I 0.782 f 0.954 I 1.20 1.43 1.75 2.04 2.34 2.68 ' 3.19 I 3.64
it __ __j 0.719-0.860)I (0.876-1105� (1.10_1132�-(1 31-1,57)- �1.59-1.92) �(1_83_-223_)_�(2.09-2.57)�_9.38-2.94)-jl12.79-3.50) I (3.14-4.00)
61 �Ir 1 0.494 I 0.603 0.763 0.908 1.12 I 1.30 I 1.50 I) 1.73 I1 2.06 ( 2.37 I
L j 453-0.55461(0.552-0_667) (0.697-0.842)i1L0.^826-1.e. 101- .!)J (1.16-1.43)j.(1.34-1.65)j1_(1.52_1.90)-j (1.79-2.27) I (2.03-2.61)
Ij 12-hr i 0.288 I 0.351 0.448 0.536 0.663 0.777 I 0.903 1.04 1.26 1.46
j(0261:0.321)1(0318-0.391)II(0.404-0.499) (0482-0.597) (0.591-0.737 (0.6688-0.863) (0.792-1.00) _(0.907-1.16)__(1.08-1.40) _(1_23-1.62)
24-hr 0.169 I 0.205 II 0.265 ! 0.318 i 0.398 0.469 ��0.550 0.641 i 0.783 0.909
i(0.155-0.18 j,(0_188-0.226)I(0.243-0.292)1,(0.290-0.350)1(0.359-0.438) (0.419-0.516)f(0.485-0.306).(0.558-0.709)1 0.667.0.870) (0.760-1.02)
2-day I 0.097 IL 0.117 0.150 I 0.179 0.222 0.260 0.303 0.351 I 0.425 0.489
_ __ _ i L089-0.106)1 .108-0.129)�(0.136-0.165J(0.163_0.197)a(0.201-0.245)(0_233-0.288)((0.268-0.336 J(0.307-0.391)I(0.364-0.476J(0.412-0.552)I
3-day 0.088 I 0.082 0.104 0.123 0.152 L 0.177 ( 0.205 [0230 0.284 L
0.328_�_i1E062-0.074)1(0.075-0.089)1(0.096-0.114) 0.113-0.135)J(0_138A.167)159-0.195 (0.182-0.22 20.7-0.261)D 245-0319) .276-0.3701
4-day 0.053 0.064 I 0.081 0.095 0.117 0.135 0.156 0.178 I 0.214 0.247
0.049 0 058 1 0.059 0 070 ,( _ ) I
_. _,� -.�_.� (� n )I 0.075-0.088 (0_088-0104) (00107-0_128)1 0.122-0.148) (0.139-0.17_1)I(0.156-0.197)1(0_185-0.240) (0208-0.279)I
I� 7 ' 0.034 0.041 0.052 I 0.061 0.073 I 0.084 0.096 0.109 0.127 0.143
L� _ I(0.032-0.037)�I(0.038-0.044)!L(0.048-0.056)1 0.058-0.065)1(0_067-0.079)1(0.077-0.091 (0.087-0.104) (0.097-0.118) (0.112-0.142).�(0.124-0.161)1
L10-day I 0.027 0.032 I 0.040 0.046 0.055 0.063 0.071 0.080 I 0.093 i 0.104
____ .__J(0.025-0.029)1i0.030-0.034)I(0.037-0.043),(0.043-0.050 1(0.051-0.060)1(0.058-0.068J 0,065-0.0777(0.072-0.087)J(0.082-0.102)IL(0.091-0.115J
_ !I 0.018 0.021 0.026 0.030 0.035 0.040 0.044 0.049 I 0.056Ei.1711-2
! z0�day III/n 017_0019� .020-0.023 10.024-0.028)S0A28-0032J(0.033-0.038) 0.037-0.043 (0.041-0 r04 j0.045-0.054J(0.051-0.062) 5-0.068
[30-day 1„v 0.015 0.017 0.021 0.024 I 0.028 0.037 0.034 0.037 0.042 0.046
.-._ _- (0.014-00A15�1(0.0016-0.018)I(0.0_20-0.022110.022-OA1g(0.026-0.029)li
0.029-0_033J(0.031-0_0361 0.034-0 040Z 0.038-0.045 -(0.041-0.050)I
l45-day I 0.012 0.014LO.017 0.019 0.022 0.024 0.027 I 0.029 0.033 0.035
_._._.___.-..(0^011-0.013) (0.013-0.01516-0.018) (0.018-0.02.0) (O.021-0.024j 0.0023-0_028 (0.025-0.029)1(0.027-0.031) 0.03000.03_5 (0.032-0.038)
60-d 0.011 0.013 0.015 0.017 0.019 0.021 0.023 0.025 0.027 0.029
y'1(0.010-0.0121 (0.012-0.014) (0.014-0.018),(0.016-0.018)I IL 0.019
(0.021-0.024) (0.023-0.0Jr25-0.029) (0.027-0.03
1 Precipitation frequency(PF)estimates in this table are based on frequency analysis of partial duration aeries(PDS).
Numbers in parenthesis are PF estimates et lower and upper bounds of the 90%confidence interval.The probability that precipitation frequency estimates(for
a given duration and average recurrence interval)will be greater than the upper bound(or less than the lower bound)is 5%.Estimates at upper bounds are not
checked against probable maximum precipitation(PMP)estimates and may be higher than currently valid PMP values.
I Please refer to N0AAAt1as 14 document for more information.
Back to Top
PF graphical

PDS-based intensity-duration-frequency{4DF)curves
Latitude. 33.R519°,Longitude:-78.0038°
, Average recurrence
101 '!-.,� i. tMen+81
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Q, 0...1 ...ram."" �.. — eo-fl1m — 10-day
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3-hr — 30-day
5-hr -- 45-day
1©`2 a24'rr 60-01y
i --r — -j �v_ n r 24-hr
1 2 5 10 25 50 100 200 500 1001
Average recurrence interval(years)
NOAA Atlas 14,'lane 2,Versi In 3 Created(GMT).Mon Apr 2912:1c 3 2'2'
Back to Tog
Maps &aerials
Small scale terrain

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Back to Top
US Department of Commerce
National Oceanic and Atmospheric Administration
National Weather Service
National Water Center
1325 East West Highway
Silver Spring,MD 20910
Questions?:[e-mail]
Disclaimer

Moor Mo / HP/ + ccO J For DENR Use ONLY
Reviewer.
North Carolina Department of Environment and �- '��24
Natural Resources Submit
NCDENR Request for Express Permit Review Time: 1 ' A M
Confirm:
FILL-IN all the information below and CHECK the Permit(s)you are requesting for express review. Call and Email the completed form to the
Permit Coordinator along with a completed DETAILED narrative,site plan(PDF file)and vicinity map(same items expected in the application
package of the project location.Please include this form in the application package.
• Asheville Region-Alison t
related tlison Davidson 828-296-4698;alison.davidsorencdenrgov Provide Existing eco this Project
• Fayetteville or Raleigh Region-David Lee 919-791-4203;david.lee(atnncdenr.gov -.
• Mooresville&Winston Salem Region-Patrick Grogan 704-235-2107 or patrick.aroaan(a)ncdenr._aov SW 8070801
• Washington Region-Lyn Hardison 252-948-3842 or lvn.hardisontf!ncdenraov SW
Wilmington Region-Cameron Weaver910-796-7303 or cameron.weaver(ancdenrgov SW
• NPDES
NOTE:Project application received after 12 noon will be stamped in the following work day. P:PDES
WQ
Project Narmi SWANS QUARTER County:BRUNSWICK WQ
ty Applicant:BALD HEAD ISLAND CLUB Company:DAVID SAWYER,CEO E&S
Address:P.O.BOX 3070 City:BALD HEAD ISLAND,State:NC Zip:28461- E&S
Phone:[phone],Fax:[phone],Email:[e-mail] Other CAMA 121 07
Physical Location:303 SOUTH BALD HEAD WYND(A.K.A.1 SALT MEADOW TRAIL)
Project Drains into ATLANTIC OCEAN waters—Water classification SB(for classification see-http://portal.ncdenr.oro/weblwglpslcsu/classifications)
Project Located in CAPE FEAR River Basin.Is project draining to class ORW waters?N,within'/z mile and draining to class SA waters N or within 1 mile
and draining to class HQW waters?N
Engineer/Consultant`. BRUCE MAREK,P.E. Company:BRUCE MAREK,P.E.
Address:5489 EASTWIND RD City:WILMINGTON,State:NC Zip:28403-
Phone:[phone],Fax: _ ,Email:[e-mail]
PLEASE PROVIDE ESTIMATED INVESTMENT AND EXPECTED EiviPLOYMENT,IF AVAILABLE
$ ._--.JOBS
SECTION ONE: REQUESTING A SCOPING MEETING ONLY
❑Scoping Meeting ONLY El DWQ, ❑DCM,❑DLR,❑OTHER:
SECTION TWO: CHECK ONLY THE PROGRAM(S)YOU ARE REQUESTING FOR EXPRESS PERMITTING
❑401 Unit ❑Stream Origin Determination:_#of stream calls—Please attach TOPO map marking the areas in questions
El Intermittent/Perennial Determination:_#of stream calls—Please attach TOPO map marking the areas in questions
El 401 Water Quality Certification ❑ Isolated Wetland( linear ft or acres)
❑Riparian Buffer Authorization ❑Minor Variance El Major General Variance
► State Stormwater ❑General ❑SFR, El SFR<1 ac. ❑Bkhd&Bt Rmp, ❑Clear&Grub, ❑Utility El Other
El Low Density ❑Low Density-Curb&Gutter _#Curb Outlet Swales ❑Off-site[SW (Provide permit#)]
El High Density-Detention Pond _#Treatment Systems El High Density-Infiltration 8#Treatment Systems
El High Density-Bio-Retention _#Treatment Systems El High Density—SW Wetlands _#Treatment Systems
El High Density-Other _#Treatment Systems / MOD.❑Major El Minor El Plan Revision❑Redev.Exclusion SW (Provide permit#)
❑Coastal Management ❑Excavation&Fill El Bridges&Culverts ❑Structures Information
❑Upland Development El Marina Development El Urban Waterfront
❑Land Quality ❑Erosion and Sedimentation Control Plan with_acres to be disturbed.(CK# (for DENR use))
SECTION THREE—PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT(for both scopinq and express meeting request)
Wetlands on Site El Yes®No Buffer Impacts:El No El YES: _acre(s)
Wetlands Delineation has been completed:El Yes❑No Isolated wetland on Property❑Yes❑No
US ACOE Approval of Delineation completed:U Yes U No 404 Application in Process w/US ACOE: El Yes ❑ No Permit
Received from US ACOE❑Yes❑No
For DENR use only
Fee Split for multiple permits: (Check# ) Total Fee Amount$
SUBMITTAL DATES Fee SUBMITTAL DATES Fee
CAMA $ Variance(❑Maj;❑Min) $
SW(❑HD,❑LD,❑Gen) $ 401: $
LQS I I $ Stream Deter,_ I $
NCDENR EXPRESS January 2014

i0+ems
• 6-1 ¶ *1DY d- croSS s sathi o n
N©tas -for ,
Suppkvnarri-,
• Qc Ink- pa.gec or
o 4 •
cal c s.
2. ��t, S'►�e 5e#S of pI-anc) •
• 3-L1-5 vv 11 be ,lodependen-V„
• rn', i1 i 5/2/2- 02# .

Bruce Marc*, P.. ...
9 Eadwind Rd
WiItfirvion,NC 28403.
Cell 9110- 284
4-12-24
NcDEMLR.
EXPRESS ST©RMWATER
127 Cardinal Drive Extension
Wilmington,NC 28405
Updated NanativenubniRtal Express Review Request for Molar Meth0e Van to Said Head bland Club,
Inc High Density Stormwater Permit S &-070801 Swans Quarter
The SW8-0704801 Permit was initially issued in 2007 to Bald Head island Limited, LLC for 8 replacement
three story condominium tidings 2 entry structures plus three sleds plus roacts,sidewalks/panting on
it's 3.25 acre site on Bald Head Island. NC west adjacent tolwrappecl around free sides of the Bald
Head Island Club tennis courts. The permitted buildings were a replacement for a 10 building
condominium complex that hod burned down in 1994. The oriOnal condo buildings wete constructed
prior to the 1988 State DWQ/Storrnwater Program Inception. The Bala Head Island Club golf course
opened in 1974. The SW8-070801 permit allows for 61.156 st[1,40 ac) of impervieus in 8 drainage areas
treated In shallow sand bottom vegetated Infiltration basins. In the 9-21-07 Original Permit. BtIA was
fisted as just two categories:Buildings, and Roads/Patting.
In 2021, the Bald Head Island Club, inc.pvrchosed Swans Quarter anct an additional adjacent parcel
from Bald Head Island Limited, LLC. The Swans Quarter permit was thence transferred to the Bald
Head island Club.Inc.
Note: the existing/adjacent Bald Head Island Club Main Clubhouse/Tennis Courts/Swknming Pool(s)/
Recreational Facilities area was permitted in 1989 by Director's Certification as SW8-890106. At that
tune neither were in a CAMA AEC. Both now have CAM permits. with the Swans Quarter CAM
Permit being.#121-07,issued at the same lime as the SW8-)70801 Stormwater Permit.
The purpose of this Express Submittal is to change the purpose of the site from a Condo Protect to a
Club Recreational Facility. We are also act-d. 0.62 acres of land the ; ,ire Club acquired from Bold
! sad09401,Linlitiadir 2021 that fronts the road and was neither in SW8-070801 .or SW8-890106.The►ew
P ritiit Acreage will be 3.62 ,acres. There is no change to the overall permitted impervious or to the
.number of drainage areas.. 8, or the individual etainage area or to the individual drainage area
reed storage volumes.
i
However, with the addition Of overall site area, and the change in purposes of the site, me drainage
gc acOrit v l have new boutidaries.and thus new drainage areo(sj. To fit the site layout, some infiltration
y -basin shapes will change. infirtratioan basins IB#1. 1B#5 and IB#8 are identical to the 2007 permit
�� aJ shapes/geometry. iB #'s 2.3 4,6&7 will change shape. New calculations will be provided for all 8. as I
* have updated 2023 Soil Boring/Percolation tests which will be used to update the expected infiltration
. rates,seasonal nigh water tables and tittles to&ow down. infiltration Basin depths ail remain at I'.
m-)
We also are being required by the Village to have a utility access driveway to the Club Ender pump.
We will be usind4w ^iinirnem of #57 stone on a geotextiie. While a 12'wide road is only 670 sf. I will be
snowing It as 1150 st to Include area between it and a planned "Castle Wall"fence to keep the area
cleteer.The Landscape Architect mig rather want plant if.
An 8-6-2020 permit Major Modification for a:turfstone golf cart parking lot predominantly in Drainage
Area, Basin 4 (old terminology) with some portions tributary to Basins 3 & 5, was permitted as an
Interconnected infiltration basins 3-4-5 as Phase I. temporary :until the 8 Condo Buildings were
I
SW8-070801 BSid Head Island Club Swans Quarter Express Review Narrative BMPE 4-12-24

constructed per the 2007 Permitted Plan, considered as Phase 2. The Club is also planning a new
"Golf Building" on/north of the lagoon north of the parking lot in the Club SW8-890106 permit area.
The artsy Master Plan planned road/new parking layout is not conducive for forklifts and scissor lifts to
get around the building, so the turfstone will remain for a year. that was part of a permitted,
interconnected system of Infiltration basins#3,#4 and #5. I will still be using a portion of 1B#5 and the
temporary IB$4, as well as build a portion of new IB#2 to provide the required volume for the turfstone
lot which is calculated as 100% Impervious (i.e. no credit was ever token for the old method of
turfstone credit).
Various portions of the 2007 & 2020 Permits, and several CAMA permit Modifications and Letters of
Refinement for berming, lagoon'filling. sheds,fences, wood walkways; lay down areas/lay down yard
and permitted impervious exist at the site, and the existing playground equipment on the Bid Head
Island Club Site are being moved to the Swans Quarter Site. Sediment & Erosion Control Permits for
Swans Quarter BRUNS-2008-032 and Bald Head island Club BRUNS-2018-008 have been combined/re-
permitted as new S&E Permit BRUNS-2024-0113 with Construction Stormwa#er Permit COC
#NCC240159, The Bruns-2008-032 permit allowed for stockpiling of construction matelots on the Swans
Quarter site behind silt fence,as does the new Buns 2024-0113 S&E permit.
With this submittal,. I vvill also be reclassifying the impervious as now listed on the $$w-Sal-101-
Applicatioin as On Site Buildings, Streets,Parking, Sidewalks,Other On-Slue, and Future, instead of the
existing two listings: This wi better reflect the site going forward. Landscape Architect Cole-.ienest•
Stone Color Rendering/Master Plans are included for the approximate new site plans.
The Golf ruse, Fitness Center Expansion, Croquet Green parking Lot and the proposed new
road/parking south of the swimming pools ore all in the Bald Head Island Clubs Club Stormwater
Permit,which will be submitted for Plan Revision to SW8-890106 separately. Those items should not be
considered as being part of this Swans Quarter Permit Review put are shown to make sense of the
proposed Swans.Quarter layout.
`..t►,rrirrir,,,r
E5alp4., 4;
SEAT.
15664
a 21 , , if
rt '• s¢,r�[ �`
SW/-470801 . d Head Island{Cub.Swans Quarter
Quat'ter Express I °iew Narrative BMPE 4-i Z-?

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4 : „...,...= .., . ._ ._, .. . . ._-_..ft-1_ "1.467.,,,,,!•( , i;..." ., ,,,..:7;;V/,t• .., •:'...
it ‘it
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MG3er M"od ( H- 9
For DENR Use ONLY
Reviewer.
AVANorth Carolina Department of Environment and submit: �} Li
Natural Resources /�
14
NCDENR Request for Express Permit Review Time: I l A
Confirm:
FILL-IN all the information below and CHECK the Permit(s)you are requesting for express review. Call and Email the completed form to the
Permit Coordinator along with a completed DETAILED narrative,site plan(PDF file)and vicinity map(same items expected in the application
package of the project location.Please include this form in the application package.
• Asheville Region Alison Davidson 828-296-4698;a/ison.davidsonencdenr qov Provided F Permits
related to this this P Prroject
• Fayetteville or Raleigh Region-David Lee 919-791-4203;david.lee(a?ncdenrgov
• Mooresville&Winston Salem Region-Patrick Grogan 704-235-2107 or patrick.progan(a)jrcdenrgov SW 807001
• Washington Region-Lyn Hardison 252-948-3842 or lvn.hardison(dncdenr.gov SW
• Wilmington Region-Cameron Weaver 910-796-7303 or cameron.weaveancdenr.gov SW
NPDES
NOTE:Project application received after 12 noon will be stamped in the following work day. NPDES
WQ
Project Name:SWANS QUARTER County:BRUNSWICK WQ
Applicant:BALD HEAD ISLAND CLUB Company:DAVID SAWYER,CEO E&S BRUNS-2024-0113
Address:P.O.BOX 3070 City:BALD HEAD ISLAND,State:NC Zap:28461- E&S BRUNS-2008-032
Phone:[phone],Fax:[phone],Email:[e-mail] Other CAMA 121-07
Physical Location:303 SOUTH BALD HEAD WYND(A.K.A.1 SALT MEADOW TRAIL)
Project Drains into ATLANTIC OCEAN waters—Water classification SB(for classification see-http:/lportal.ncdenr.orglweb/wglps/csu/classifications)
Project Located in CAPE FEAR River Basin.Is project draining to class ORW waters?N,within''/2 mile and draining to class SA waters Nt or within 1 mile
and draining to class HQW waters?N
Engineer/Consultant:BRUCE MAREK,P.E. Companyy3:RUCE MAREK,P.E.
Address:5489 EASTWIND RD City:WILMINGTON,State:NC Zip:28403- r
Phone:[phone],Fax: - - ,Email:[e-mail] D
PLEASE PROVIDE ESTIMATED INVEST"MEr4T AND EXPECTED Er PLOYr1ENT,IF AVAILABLE
$ # JOBS JAN 1 S 2024
SECTION ONE: REQUESTING A SCOPING MEETING ONLY _J
❑Scoping Meeting ONLY ❑DWQ,❑DCM,❑DLR,❑OTHER: By
SECTION TWO: CHECK ONLY THE PROGRAM(S)YOU ARE REQUESTING FOR EXPRESS PERMITTING
❑401 Unit ❑Stream Origin Determination: #of stream cats—Please attach TOPO map marking the areas in questions
❑ Intermittent/Perennial Determination:_#of—stream calls—Please attach TOPO map marking the areas in questions
❑401 Water Quality Certification ❑Isolated Wetland( linear ft or_acres)
❑Riparian Buffer Authorization ❑Minor Variance ❑Major General Variance
®State:Stormwater ❑General ❑SFR, ❑SFR<1 ac. ❑Bkhd&Bt Rmp, ❑Clear&Grub, ❑Utility El Other
❑Low Density ❑Low Density-Curb&Gutter _#Curb Outlet Swales ❑Off-site[SW (Provide permit#)]
❑High Density-Detention Pond _#Treatment Systems ®High Density-Infiltration 8#Treatment Systems
❑High Density-Bio-Retention _#Treatment Systems ❑High Density—SW Wetlands _#Treatment Systems
❑High Density-Other _#Treatment Systems /❑mop Ma or 0 Minor El Plan Revision❑Redev.Exclusion SW (Provide permit#)
❑Coastal Management ❑Excavation&Fill ❑Bridges&Culverts ❑Structures Information
❑Upland Development ❑Marina Development ❑Urban Waterfront
❑Land Quality ❑Erosion and Sedimentation Control Plan with_acres to be disturbed.(CK# (for DENR use))
SECTION THREE—PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT(for both scoping and express meeting request)
Wetlands on Site❑Yes®No Buffer Impacts'j]No❑YES: _acre(s)
Wetlands Delineation has been completed:❑Yes❑No Isolated wetland on Property❑Yes❑No
US ACOE Approval of Delineation completed:❑Yes❑No 404 Application in Process w/US ACOE: ❑Yes ❑ No Permit
Received from US ACOE 0 Yes❑No
For DEN i:se only _
Fee Split for multiple permits: (Check# t Total Fee Amount$
SUBMITTAL DATES Fee SUBMITTAL DATES Fee
CAMA $ Variance(❑Mal,❑Min) $
SW(❑HD,❑LD,❑Gen) $ 401: $
LQS $ - Stream Deter,_ 8
l W
NCDENR EXPRESS January 2014

I P .-5 o)c C4- Dtr(4
c "y SkeeS C 54 G “is CON;(L Ones 7
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frk
MG 9,17 llift Venl i eGt ,

3ruce Marek, P.E.
5489 Earl wind Rd
Wllniington,NC 28403
Cell 910-228-2484
1-17-24
NCDEMLR
EXPRESS STORMWATER
127 Cardinal Drive Extension
Wilmington,NC 28405
Updated Narrative/Submittal.Express Review Request for Major Modification to Bald Head Island Club;.
Inc High Density Stormwater Permit SW8-070801 Swans Quarter
Please note thai this project was initially submitted for Express Review on 2-24-23,with revised narrative
on 3-13-23. Due to family issues i had to miss the scheduled April ,review date. This resubrnittal of
Express documents is to get on the schedule again and to incorporate master plan cnanges
necessitated by the Bald Head Association Architectural Review Board that delayed a September
2023 review date;
The SW8-070801 Permit was'nitialiy issued in 2007 to Bald Head island Limited, LLC for 8 replacement
three story condominium buildings, 2 entry structures plus three sheds plus rodds/sidewalks/parking on
it's -3.25 acre site on Bald Head Island, NC west adjacent to/wrapped around three sides of the Bald
Head Island Club tennis courts. The permitted buildings were a replacement for a 10 building
condominium complex that haaa burned down in 1994. The original condo buildings were constructed
prior to the 1988 State DWQ/Stormwater Program inception. The Bald 'Head Island Club golf course
opened in 1974. The SW8-070801 permit allows for 61,.156 sf (1.40 ac) rf impervious.in 8 drainage areas
treated in shallow sand bottom vegetated infiltration basins. In the 9-2 1-07 Original Permit, BUA was
listed as just two categories-Buildings: and Roads/Parking.
In 2021. the Bald Head Island Club, Inc. purchased Swans Quarter and an additional adjacent parcel
from Bald. Head Island Limited, LL.C. The Swans Quarter permit was thence transferred to the Bald
Head Island Club, Inc.
Note! the existing/adjacent Bald Head island Club Main. Clubhouse/Tennis Courts/Swirnrning Pool(s)/
Recreational Facilities area Was permitted in 1989 by Director's Certification as SW8-890106. At that
time neither were in a CA►v'A AEC. Both now rave CAMA permits, with the Swans Quarter CAMA
Permit being #121-07,issued at the same time as the SW8-070801 Stormwater Permit.
The purpose ail this Express Su:r:rI tar,,! is as soledisii,Plan Revision i that there ore no changes to lire
existing individual drainage areas rx 148 perr.nitted total impervious, ipermitted SCivi type (infiltration
Basin). Soil Type (Fine Sand), Bottom Area. Storage Volume, or overall permit impervious. 2023 Sriil
Bearings/Percolation tests will be used to update the expected infiltration ;ales, seasonal high water
tables and times to draw down, infiltration Bottom Elevations remain as 4.5 FMSL, with 1' infiltration,
Basin Depth(s), i,e, top elevation 5.5 F1.. Some infiltration basin shcpes change slightly to better fit
tie new F,creotroriai facility rather than an oceon front Condo:Project.
It is acknowledged though that this is as a fermit Major tvlo rflcation as we ore addling 25,253s j 0.58
acres) of the Brunswick County Parcel 2642F-00136, alca'`TheSalt Meadow .*ail?Trot'',aka•The Bow Tie
Lot" to the Swans Quarter Parcel 2641 F02304 site 1 41,637 sti 3 25n,nre ex sti : Project • ,4- The
oddi'ional project a area necessitates a reworking of the drainage area basin boundaries;which in most
cases numerically lowers the density. We crisp_ plan to construct a compliant pervious pavement golf
cart parking lot per BMP Manual guid>nlin Le. oppx 20" of stone/storage base. Colds will oe
provided,and again,soil bcxings/perc tests Were redone in 2023 by ESC,
i
S`V8-070801 Bald Head Island Club Swans Quarter Express Review Narrative B3:MIPE. 1-17-24 j

An.8-6-2020 permit. Major Modification for a turfstone golf cart parking lot predominantly in Drainage
Area. Basin 4 (old terminology) with T,, rre +,R Rimy. to E c n.. 3 & 5, was permitted as are
inrerccnnected infitrafQn basins 3-4 IT: o c Pheit= temporary until the 8 Condo Buildings were
constructed per the 2007 Permitted Pion,considered as Phase 2. Our site Master Plan has changed to
the more recreational/golf course Club faciiify purpose of the site. with the now existing turistone
parking lot. considered as full impervious, to be replaced with a roadway/sidewalk/gr'eenspace with
less parking. As the turtstone s reqLjTJ3 The infer oi-Pect of tnffltration b-os ris 3-4-5, that permit
condition will remain in effect until tie furrstone rectangular lot is replaced intele+/-years. Drainage
Area 5 replaces port of its prior designated impervious with pickle ball courts.
Various portions of the 2007 & 2020 Permits, and Several CAMA permit Modifications and Letters of
Refinement for berrning, lagoon filing,sheds, fences,wood walkways, lay down areas/lay down yard
and permitted impervious exist at the site. end the existing playground equipment on the Bald Head
Island Club Site are being moved: to the Swans Quarter Site. Sediment & Erosion Control Permits for
Swans Quarter BRUNS=2008032 and Bald Head Island Club BRUNS-20'8-008 have'been combined/re-
permitted as hew S&E Permit BRtUNS-2024-0113 with. Construction Stormwater Permit COC
#NCC240159. The Bruns-220-032 permit allowed for stockpiling of construction materials on tiie Swans
Quarter site behind silt fence. Square 1. . loge of proposed 16' wide roads for this submittal is roughly
equivalent to the existing permitted square footage of the T 2'wide permitted roads.
With this submittal. I will also b;v3 reclaSifying the impervious as now listed on the SSW-S5U-101-
App ic: s,iioin as On Site '?rr!ding.s. Streets, Parking, Sidewalks, Other O.ri-Site,and Future,insie-ad of The
existing two listings. This will better reflect the tie going forward. Landscape Architect Cole-Jenest-
Stone August 2023 Color Rendering and 11-2-23. Pre ARB Master Plans are included for the
approximate new site plans. The 11-2-23 has the laydown yard.entrance relocated to the south side
from the west side entrance on the August plan, and the 11-2-23 entrance road goes to above the
proposed pervious parking golf cart parking lot rather than through the middle, These two plans are
maybe a bit too artistic, trying to impress the Club Membership to fund the construction end to answer
Architectural Review Board concerns about sound buffers and trees. based on number of parking
spaces. My storrnwater plan wont hove the trees interspersed in the medians at the pervious parkinng
lot to keep roots out of the system.
The Golf House, Fitness Center Expansion, Croquet Green parking Lot and the proposed new
rood/parking south of the swimming pools are all in the Bald Head island Club's Club Stormwater
Permit: 'which will be submitted for Pion Revision to SW8-8.90106 separately. Those items Should not be
considered as being part of the Swans Quarter Permit Review. put are shown fo make sense of the
proposed Swans Quarter Roads.
•
' CARQ
SEAL1-
15684 1 R
7
SW$-070801 Bald Head Island Club Swans Quarter Express Review Narrative BMPE 1-1 24

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DEQ Internal Use Only
Express Request Tracking Sheet/Reminders
Project Name: -
Consultant POC*: .. r 1/�. : M i .f
� . .. . :_,. ...,._ .:-.., ... .. ..
County: - ills tae 4 -.
*(could be different than listed on the request)
Programs: EC tormwater . :r .,both EC&Stormwater, bundled
SW Permit Type: is. ,New ajor Mod f.., Minor Mod Rescission
Express Request Received Date: k'at1.
press Request is complete and includes the following
arrative
ite Plan
Vicinity Map
SA and/or HQW waters completed
If EC is needed, amount of disturbed acres is IDed
If SW mod,existing permit#: 6 "I - .;{.;::.-:
Pull the file
pdate Express Excel tracking sheet
Date Given to DEMLR staff for vetting: "/i —2y..
DEMLR's notes:
ITATOINE -
Assigned Reviewer: t41 _ ". ___ JAN 1 S 'c014
Li
Acceptable Dates/Times: - _ _ By
•Date Given to DEACS to confirm date&time:
. Submittal Meeting Date has been scheduled
Update Express calendar with a meeting for agreed date&time
Invite reviewers
Subject should ID reviewers and project name (e.g. "JE-Dollar General")
List the type of project, permitting action, and fee(e.g. "New/HD/$4,000")
EC Fee
SW fee
Date&time is consistent with scheduled meeting date
Update Express Excel tracking sheet
Schedule a conference room
Date confimiration email sent:

All,
Thank you for choosing to use the Express program. The Express submittal meeting is
currently scheduled for April 3 at 11 AM with Kellie Beth Norris.However, this date and time is subject
to change due to unforeseen circumstances such as illness. Should this date or time be unacceptable,
please advise us so that an alternative can be considered. Please also advise if you wish to for this
meeting to be held virtually or in-person in the Wilmington Regional Office.
If to be held virtually,all permit application materials need to be received in the Wilmington Regional
Office at least 2 business days PRIOR to the scheduled meeting(COB April 1,2024)to allow for
administrative processes. Please also arrange for a virtual submittal meeting with screen sharing of
the plans and application materials so that we may discuss the project.
Please remember that the stormwater express program requires the following:
1. The project is eligible for the express process and is not excluded as described in the 2"d
footnote of the express stormwater fee schedule.
2. The owner or an employee of the owner who is knowledgeable in the project such as a regional
manager or project manager(but not the consultant)attends the express submittal meeting.
3. A submittal package that includes:
a. Originally signed and notarized application forms (copies or unsigned forms are not
accepted). Please note new SCMs or SCMs that are increasing in size are required to use
the latest version of the Supplement EZ and O&M EZ form available on the design
manual website. SCMs that are not increasing in size should complete the archived
supplements to the best of their ability;
b. The person signing the application forms needs to meet the requirements in .1040;
c. Application fee ($4000t); and
d. The submittal requirements in .1042
e. If project is a modification to an existing permit,a complete set of plan sheets(not just
the revised pages), is needed, if possible.
If the items listed herein are not provided,this will prevent the project(s)from being accepted at the
express submittal meeting. In order to keep the Express program efficient and in an effort to
accommodate as many projects as possible,please let us know in advance if any of these applicable
items cannot be provided at the meeting so we can reschedule the submittal meeting.
Please let us know of any issues with this date and time. Otherwise,we look forward to seeing everyone
then.

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Bruce Marek, P.E. � 5
" '
5489 Eastwind Rd . Sc,` Y
Wilmington, NC 28403 15E_ ��"
Cell 910-228-2484 6
)it
Updated 3-11-24 .=
NCDEMLR ! r�l
EXPRESS STORMWATER ,,'$ ,•
'L f F •
127 Cardinal Drive ExtensionL _.�-'�
y
Wilmington, NC 28405 `. .�,
Updated Narrative/Submittal Express Review Request for Major Modification to Bald Head Island Club,
Inc High Density Stormwater Permit SW8-070801 Swans Quarter
The SW8-070801 Permit was initially issued in 2007 to Bald Head Island Limited, LLC for 8 replacement
three story condominium buildings, 2 entry structures plus three sheds plus roads/sidewalks/parking on
it's 3.25 acre site on Bald Head Island, NC west adjacent to/wrapped around three sides of the Bald
Head Island Club tennis courts. The permitted buildings were a replacement for a 10 building
condominium complex that had burned down in 1994. The original condo buildings were constructed
prior to the 1988 State DWQ/Stormwater Program inception. The Bald Head Island Club golf course
opened in 1974. The SW8-070801 permit allows for 61,156 sf (1.40 ac) of impervious in 8 drainage areas
treated in shallow sand bottom vegetated infiltration basins.
In 2021, the Bald Head island Club, Inc. purchased Swans Quarter and an additional adjacent parcel,
Parcel I.D. 2642F00136, aka the "Bow Tie Lot" or aka the "Salt Meadow Tract" from Bald Head Island
Limited, LLC. The Swans Quarter permit was thence transferred to the Bald Head Island Club, Inc. This.
Permit modification includes adding about 27,000 sf = 0.62 acres to the Swans Quarter Stormwater
Permit. The Mod will be also be submitted to CAMA for consistency/and tc add the additional site
area.:
The existing/adjacent Bald Head Island Club Main Clubhouse/Tennis Courts/Swimming Pool(s)/
Recreational Facilities area was permitted in 1989 by Director's Certification as SW8-890106. At that
time neither were in a CAMA AEC. Both now have CAMA permits,Swans Quarter as CAMA #121-07.
There will be one additional Drainage Area, for a total of 9 Drainage Area_ Numerically, existing
individual drainage areas #1-#8 will retain the existing totals of permitted total impervious, permitted
SCM type (Infiltration Basin),Soil Type(Fine Sand), Bottom Area, 11 Infiltration Basin Depth, and Storage
Volume. 2023 Soil Borings/Percolation tests will be used to update the expected infiltration rates,
seasonal high water tables and times to draw down. Infiltration Basins #1,3,5 & 8 will retain there
original shapes. infiltration Basin s #2,4,6, 7 and new l.B.#9 will have new shapes. to better fit the new,
recreational purpose of the site, focusing on Pickle Ball Courts,Sand Volley Ball, a Lay-down yard, and
roads and golf cart parking, rather than an ocean front Condo Project.
With this submittal, I will also be reclassifying the impervious as now listed on the SSW SSU 101-
Applicatioin as On-Site Buildings, Streets, Parking, Sidewalks, Other On-Site, and Future, instead of the
existing two listings. This will better reflect the site going forward. Landscape Architect Cole-Jenest-
Stone Color Rendering is included for the approximate new site, to which I highlighted the new
boundary, and hatched the added area. There is a vertical rectangular fray colored hatch area to
the right of the relocated playground which is a utility access corridor for the Village to get to a grinder
pump. This will be constructed as 4"minimum of #57 stone on a geotextile.i.e.deemed pervious.
It has been decided that roads and parking will be asphalt, and not to do a pervious concrete,
asphalt or turfstone on an appx 20" thick #2 stone base. Besides needing months to barge over
enough compliant stone, regular asphalt, I am told, is more user friendly with high heels. Note: A
portion of the south road is in a CAMA AEC Setback that allows gravel roads and parking, but will
need a variance to pave. For Stormwater, It is impervious either way, and stormwater approval is
needed before being able to apply for said variance.
1:
S /8-070801 Bald Head Island Club Swans Quarter Express Review Narrative BMPE 3-11-24

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Bruce Marek, P.E.
5489 Eastwind Rd 49` '�
Wilmington,NC 28403 =
SEAL r
Cell 910-228-2484 - -1 -�r I
15684 t
Updated 3-11-24 - 9'• � :r
NCDEMLR `• ;'<__
EXPRESS STORMW►ATER ,�
127 Cardinal Drive Extension ,� '�r: ,: r -✓-
Wilmington, NC 28405 2)1 (.
Updated Narrative/Submittal Express Review Request for Major Modification to Bald Head Island Club,
Inc High Density Stormwater Permit SW8-070801 Swans Quarter
The SW8-070801 Permit was initially issued in 2007 to Bald Head Island Limited, LLC for 8 replacement
three story condominium. buildings, 2 entry structures plus three sheds plus roads/sidewalks/parking on
it's 3.25 acre site on Bald Head island, NC west adjacent to/wrapped around three sides of the Bald
Head Island Club tennis courts. The permitted buildings were a replacement for a 10 building
condominium complex that had burned down in 1994. The original condo buildings were constructed
prior to the 1988 State DWQ/Stormwater Program inception. The Bald Head Island Club golf course
opened in 1974. The SW8-070801 permit allows for 61,156 sf(1.40 ac) of impervious in 8 drainage areas
treated in shallow sand bottom vegetated infiltration basins.
In 2021, the Bald Head Island Club, Inc.purchased Swans Quarter and an additional adjacent parcel,
Parcel I.D. 2642F00136, aka the "Bow Tie Lot" or aka the "Salt Meadow Tract" from Bald Head Island
Limited, LLC. The Swans Quarter permit was thence transferred to the Bald Head Island Club, Inc. This
Permit modification includes adding about 27,000 sf = 0,62 acres to the Swans Quarter Stormwater
Permit, The Mod will be also be submitted to CAMA for consistency /and to add the additional site
area.
The existing/adjacent Bald Head Island Club Main Ciubhouse/Tennis Courts/Swirnming Pool(s)/
Recreational Facilities area was permitted in 1989 by Director's Certification as SW8-890106. At that
time neither were in a CAMA AEC. Both now have CAMA permits,Swans Quarter as CAMA #121-07.
There will be one additional Drainage Area, for a total of 9 Drainage Area. Numerically, existing
individual drainage areas #1-#8 will retain the existing totals of permitted total impervious, permitted
SCM type (Infiltration Basin),Soil Type (Fine Sand), Bottom Area, 1' Infiltration Basin Depth, and Storage
Volume. 2023 Soil Borings/Percolation tests will be used to update the expected infiltration rates,
seasonal high water tables and times to draw down. lnfiltrction Basins #1,3,5 & 8 will retain there
original shapes. Infiltration Basin s #2,4,6, 7 and new I.B.#9 will have new shapes. to better fit the new,
recreational purpose of the site, focusing on Pickle Ball Courts,Sand Volley Ball.a Lay-down yard, and
roads and golf cart parking,rather than an ocean front Condo Project.
With this submittal, I will also be reclassifying the impervious as now listed on the SSW-SSU-101-
Applicatioin as On-Site Buildings, Streets, Parking. Sidewalks, Other On-Site, and Future, instead of the
existing two listings. This will better reflect the site going forward. Landscape Architect Cote-Jenest-
Stone Color Rendering Is included for the approximate new site, to which I highlighted the new
boundary, and hatched the added area. There is a vertical rectangular fray colored hatch area to
the right of the relocated playground which is a utility access corridor for the Village to get to a grinder
pump. This will be constructed as 4" minimum of#57 stone on a gectextile,Le.deemed pervious.
It has been decided that roads and parking will be asphalt, and not to do a pervious cancreie,
asphalt or turfstone on an appx 20" thick #2 stone base. Besides needing months to barge over
enough compliant stone, regular asphalt, I am told, is more user friendly with high heels. Note: A
portion of the south road is in a CAMA AEC Setback the: allows gravel roads and parking, but will
need a variance to pave. For Stormwater, It is impervious either way, and stormwater approval is
needed before being able to apply for said variance.
1
SW8-070801 Bald Head Island Club Swans Quarter Express Review Narrative BMPE 3-11-24

Cocanower, Jordan M
From: [e-mail]
Sent: Wednesday, March 6, 2024 11:45 AM
To: Cocanower,Jordan M;Weaver, Cameron;[e-mail]
Cc: Norris, Kellie E; Hadidon,Catherine E; [e-mail]
Subject [External] RE:Swan's Quarter(SW8 070801) - Major modification Express Request
CAUTION:External email. Do not c i do Rks or open attachments unless verified.Report suspicious mails wits.he Report Rtiesse.*e
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Hi Jordan,
2. Infiltration basins 1,5 and 8 will remain the original shapes,volumes and bottom areas. The others change to
better fit the new site intent as a recreational facility rather than a condo project.
3. Drainage area 5 will be a rework of existing impervious,which was 4591 sf of building and 4958 sf of
roads/parking for a total of 9549 sf. A pair of pickleball courts is a 60'x60'square=3600 sf. DA5 will have 4 of thee
six pickleball courts=two 3600 sf squares=7200 sf of the 9547 sf permitted DA5 BUA. Back when the permit was
originally written, only two categories of bua were listed, being buildings and a combined roads/parking,which
included any curbing and concrete entry pads/walks.
4. The pervious pavement, if we still do it,will be in a separate/new drainage area. This is or was going to be
additional golf cart parking,with turfstone cart parking spaces and pervious asphalt or pervious concrete drive
aisles. Considering the materials, I,e appx 20"of stone and a limited special run of asphalt or concrete would
have to be barged over,with any one contractor typically limited to 2 trucks a day,we are revisiting it in favor of just
doing asphalt in coordination with possible Village of Bald Head Island Paving projects. Plus,there are member
complaints on the existing turfstone parking lot at DA4. Turfstone is presumably not very high heel friendly for
Club Dinners and Social events. So the end result may be that we live with the existing 1.40 acres of total site
impervious,or add a 9th Drainage Area to 2017 rules for any additionalvolume I need for the parking.
This is one of the weird sites in that as a recreational facility it is prominently based on "other impervious", being
the pickleball courts and shade structures and a permanent laydown yard. But I'll do my best to use the now
current:On-site Buildings, On-Site Roads/Parking,On-Site Sidewalks, On-Site Other, On-Site Future, and Off-
Site. There is no off-site impervious attributable to this permit. South Bald Head Wynd,which is the adjacent
Village of Bald Head Island 60' Public Right of Way,was built at the time of the Bald Head Island Club(Golf
Course)construction in 1972-1974,thus predating State Stormwater Permitting. I mention this as a portion of the
asphalt roadway was built"over the property line prior to the Village's existence as a local government and the
then Developer, Carolina Cape Fear Corp"owned"the island. And East adjacent is the Bald Head Island Club,
which is SW8-890106, a permit issued by Director's Certification, based on nearness to the golf course
interconnected lagoon system. (SW8-890106 is also in line for Express Review, but further down the line). The
Club tennis courts, cart paths, original clubhouse and Salt Meadow Trail also predated Stormwater.
Hope that helps. I am around all day if you have any additional questions.
Bruce
Bruce Marek, P.E.
Cell 910-228-2484
From:Cocanower,Jordan M <[e-mail]>
Sent:Tuesday, March 5,2024 12:02 PM
1

To:Weaver,Cameron<[e-mail]>;[e-mail]; [e-mail]
Cc: Norris, Kellie E<[e-mail]>; Hadidon, Catherine E<[e-mail]>
Subject:Swan's Quarter(SW8 070801) -Major modification Express Request
Bruce,
Hope all is well. I have been reviewing your express request for the major modification of Swan's Quarter(SW8
070801).Thank you for the very detailed narrative. I was hoping you could confirm and clarify some of what I am
seeing in this proposed modification with the hopes of scheduling a submittal meeting soon.
• The project area is expanding to take on an additional 25,253 sf parcel.This will be divided between
existing drainage areas (likely lowering density of existing drainages).
• Permitted impervious in these drainage areas will not change.Some basins may have a slight change in
shape(surface areas may change)
What infiltration basins will have their shape changed?
• The narrative states that"Drainage area 5 replaces part of its prior designated impervious with pickle ball
courts" Is this using future allotment or a rework of the existing BUA?
• Pervious pavement is being proposed.Will this pervious pavement be its own drainage area or part of an
existing drainage area?
Is there anything notable that I may have missed? I appreciate your time and look forward to getting this project
scheduled.
Jordan Cocanower
Biological Engineer
Division of Energy, Mineral and Land Resources—Post Construction Stormwater Program
North Carolina Department of Environmental Quality
Office: [phone]
Address: 127 Cardinal Drive Ext.,Wilmington NC 28405
r.c ra
ow.+miK• rint...i.�r orog
E,rrail correspondence to and from this address is subject to the
No oh Cdroiina Public Records s Law and may be disclosed fo third parties
Email corresponderca to from this address may be,subject to the„r=nth Carolina Pubiic Records L.2zw and may be of:closed to third parties b; an authorized
si.le official.
2

SWIFO70801 Swans Quarter Stormwater Major Mod-August 2023
I. From Page 3 of 7 Swans Quarter Permit Transfer 8-7.322
Drainage Area Basin 1 Basin 2 Basin 3 Basin 4 Basin 5 Basin 6 Basin 7 Basin 8
a. Drainage Area,ac: 0.550 ac 0.309 ac 0.600 ac 0.279 ac 0.461 ac 0.324 ac 0.614 ac 0.118 ac 3.255 ac
(1)Onsite 23761 sf 13452 sf 26156 sf 12161 sf 20086 sf 14135 sf 26755 sf 5131 sf 141637 sf 3.252 ac
(2)Offsite 0 sf 0 sf 0 sf 0 sf 0 sf O sf Oaf 0 sf 0 sf 0.000 ac
b. Total Impervious Surfaces,sf 8768 of 8371 of 10142 sf 4776 sf 9549 of 5953 sf 13021 of 576 sf 61156 of 1.404 ac
(1)Buildings sf 5023 sf 0 sf 9038 sf 4447 sf 4591 sf 4447 sf 9038 sf 576 sf 37160 sf 0.853 ac
(2)Roads/Parking sf 3745 sf 8371 sf 1104 sf 329 sf 4958 sf 1506 sf 3983 sf 0 sf 23996 sf 0.551 ac
43.18%
II. Major Mad August 2023:Step 1:Add Portion of Parcel 264mor"Boe-Tie Lot betwwen Swans Quarter and South Boald Head Wynd never in any stoirmwater permit.
25253 sf 0.580 ac
141637 sf 3.252 ac
New Project Total Area I 166890 sf1 3.831 act
III. Major Mod August 2023:Step 2:Add Two Pervious Parking Areas as DA9&DA 10(Basin 9 and Basin 10)
Drainage Area Basin 1 Basin 2 Basin 3 Basin 4 Basin 5 Basin 6 Basin 7 Basin 8
DA1 DA2 DA3 DA4 DAS DA6 DA7 DAB
(1)Onsite
(2)Offsite
b. Total Impervious Surfaces,sf
(1)Buildings sf
(2)Roads/Parking sf 4776 sf
IV. Major Mod:Add Impervious Categories per Current Permits
23490 14025 27953 9006 23586 10110 50910 9500 168580
Total Impervious Surfaces 2007 8768 sf 6371 sf 10142 sf 4776 sf 9549 sf 5953 sf 13021 sf 576 sf 61156 sf 1.404 ac
(1)Buildings sf 5023 sf 0 sf 9038 of 4447 sf 4591 sf 4447 sf 9038 sf 576 sf 37160 sf 0.853 ac
(2)Roads/Parking of 3745 sf 8371 sf 1104 sf 329 sf 4958 sf 1506 sf 3983 sf 0 sf 23996 sf 0.551 ac
43.18%
120 X t X :t 120 sf
Breakdown of 8768 sf 8371 sf 10022 sf 4776 sf 9549 of 5953 sf 20040 sf 576 sf 68055 of
(1)OnSlte Buildings sf 576 sf 100 sf 144 sf 81 sf 200 sf 320 sf B00 sf 576 sf
9145 sf 126 sf 100 sf 320 sf 200 sf 96 sf 64 sf
210sf 100sf 3100sf 64sf 1200sf 210sf
30 sf 200 sf 64 sf 64 sf 200 sf
120 sf 64 sf 100 sf
62sf 30sf 100sf
3U sf 100 sf
30 sf 100 sf
210sf
(2)On-Site Roads 4140 sf 2700 sf
1100 sf 3640 sf
1040 sf 975 sf 7315 sf
(2)OnSIte Parking 1516 sf 5870 sf 5180 sf 4095 sf 3315 sf 2400 sf
22976 sf 600 sf
(3)On-eSite Sidewalks 85 sf 600 sf 600 sf 985 sf
3704 sf 1074 sf
210sf
1519 sf 82 sf
68 sf
(4)Other On-Site
Pickleball 4100 sf 4360 sf Roads,Parking,Sidewalks
Piddeball 4100 sf
playground 420 sf
Laydown Yard with Wall 4000 sf
Utllityy Pads 30 sf 30 sf 37 sf 41 sf 8657 sf
(5)Future/Undesignated 270 sf 14 sf 37 sf 250 sf
(6)Off-Site

Fur OEMMR_be 041
Reviewer.
North Carolina Department of Environment and
... ,�....., Natural Resources some __..
14CDOM Request for Express Permit Review Time
C4., ,
FILL-IN all the information below and CHECK the Permits)you are requesting
i�a�ai?�u�0 drr�a'�+ �r,if.1 ri1� -.E, = x 'r �:rky��- ���,. 'ire Calmnd�i»all�re�ct�ap(eta�fomrrothe
p�� j i.`i,Mf-1 / LLLig`di,_',.r{,y`.-* so:::/�sal r�iy " jrY tiff.N;."ipitif' ,�� P e
^"C yr.�a� of i4p A Please�e this foria In t application. a >st_�.La.i::�f kvage items sir R%�.r' f
rtliii yRF31!Y4b�•'r`•a�- f%3
• Asheville Region-Alison Davidson 828-296-4698;alispn.davi`dsot ,gyp fro � d Is l e P9irsriss
ralartr . V : tc tt:la Pit
Fayetteville or Raleigh Region-David Lee 91 9-7911-4203;d aunts r * i
• Mooresville&Winston Salem Region-Patrick Grogan 704-235.2107 orb r '"
• WashingtonRegion-LynHardison 282�2 Or h � 31ftC, 'yt: 1)1 .�?Y 1SW
iStiv• Wthnington Reglon-Cameson Weaver 910-796-7303 or . eg��� I ,
y3xJES
NOTE:Project application received alter t2 noon i `be stamped in the (lowing work day. �F�tE&----
WQ
Project Name:SWANS QUARTER County.BRUN:SWICK I WQ—
Applicant BALD HEAD ISLAND CLUB Company:DAVID SAWYER,CEO E&S
Address:P 0 BOX 3070 City:BALD HEAD ISLAND.State:NC Zip; 61- EIS.
Phone•910-457 7300,Fax i 0-457-7395,Erna*:dsawyerrbhis ub net Liter- -
Physical LoCation:303 SOUTH BALD HEAD WYND:(Alt A 1 SALT'MEADOW TRAIL)
Project Drains into ATLANTIC OCEAN waters-Water classification SB(for classification see-itt'ii i; i ncder:r: g i �_:
Project Located in CAPE FEAR River. Basin.Is protect draining to class ORW waters?fd,within/�mile and draining class eaters.N or�with n 1)mile
and draining to dams HOW waters N
Eng•reer/Consultant TRUCE MAREK,P E. Company.BRUCE MAREK,P.E
Address 5489.EASTWIND RD City WILMINGTON,State NC Zip 28403- i
1E COIE 0 U 10
Phone:[phone],Fax - Email marekyd .rr com
?LEASE PROVIDE 1 STMMATEDINVESTMENT A.'NC EF;;`�F:,� !LI EMPLOYMENT,IF AVAILABLE MAY 5 2023
$ #_ JOBS 11
SECTION ONE: REQUESTING A SCOPING MEETING ONLY
0 Scoping Mewing ONLY 0 DWG),0 DCM,❑DLR,0 OTHER: BY
SECTION TWO: CHECK ONLY THE PROGRAM(S)YOU ARE REQUESTING FOR EXPRESS PERMITTING
0 401 Unit 0 Stream Origin Determination._#of stream calls-Please attach TOPO map marking the areas in questions
0 InterrnittertiPerenn al Determination:—;#of stream nails Please attach TOPO map marking the areas in questions
[]401 Water Quality Certification 0 isolated Wetland( linear ft or,___acres)
❑Riparian Buffer Authorization 0 Minor Variance 0 Maj-or GeneralVariance
.,fir State Storrnwater 0 General 0 SFR, ❑SFR<1 ac. 0 Bkhd&St R
►r►p. 0 ..Isar&Grub,. ❑Utility [,]Other
0 Low Density 0 Low Density-Curb&Gutter #Curb Outlet Swaim 0 Oft-site[SW (Provide permit#))
a High Density-Detention Pond _#Treatment Systems ;High Density-Infiltration 8#Treatment Systems
0 High Density-Bio-Retention `#Treatment Systems C.High Density-SW Wands #Treatment Systems
0.High Density-Other __#treatment Systems /E MOD:O;Maior 0 minor 0 Fix!Revile-TO Rede+F.Exclusion SW (Amide permit#.
0 Coastal Management 0.Excavation&Fill
0 Bridges&Culverts 0 Strictures Information
[D Upland:Development 0 Manna Development 0 Urban Waterfront
0 Land Quality 0 Erosion and Sedimentation Control Plan with acres to be disturbed(CI(# (for DENR use)):
SECTION THREE--PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT(for both scoping and express meeting request)
Wetlands on Site 0 Yes 0 No Buffer impacts:0 No 0 YES: ,acres)
Wetlands Delineation has been complete&0 Yes 0 No Isoiated wetland on Pro rty 0 Yes 0 No
US Approval of Delineation completed.0 Yes 0 No 404 Application in Process wi US ACOE: 0 Yes ❑ No Permit
Received from US ACOE 0 Yes El No
For DENR rise oni%
:Fee for rnffl le units; Cheek#
l--_ . SUBMITTAL
( !_..� . _ Total *nowt;<s _ __
SUBMITTAL DATES Fee 1' SUBMITTAL DATES--rise
CAM $ —a Variance(M.MaJ;0 Min) ----pie
I.
SW(C]HD,0 LD,0 Geri) $ 5 AM:
Lt�S _ ' $ i
— - s a
__. Stream Deter,___ $
NCDENR EXPRESS January 2w14

Davis, Richard M
From: Matt Heffelfinger <[e-mail]>
Sent: Thursday, May 4, 2023 5:22 PM
To: Davis, Richard M;Zorda, Garrett D
Cc: David Sawyer; [e-mail]
Subject: [External] Bald Head Island Club - Request for Express Stormwater Permit Minor Mod
SW8-070801 Bald Head Island Club Swans Quarter
Attachments: SW8-070801 Bald Head Island Club Swans Quarter Request for Express Stormwater Plan
Minor Modification 2-24-23 Bruce Marek P.E..pdf
CAUTION:External email.Do n.::t click links or open attachments unless veified.Report:suspicicus mails with t e Report Message
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Good afternoon Richard and Garrett,
I hope this emailfinds you both doing well!
Richard, as we discussed back on April 27th, David, Bruce, and I would like to schedule an Express Stormwater
Permit for a minor mod for the Swans Quarter property (SWA-070801). We attempted to have the Express
Stormwater meeting last month but realized we did not submit the sealed documents and the payment.
We do plan on having all necessary items sealed and all items in hand as we would like to schedule an express
meeting for the first week of June. David Sawyer, the Chief Executive Officer of the Clubs on Bald Head Island,
and Bruce Marek will be there. They are both also CC'd in this email thread.
I have re-attached the file that was originally submitted, but not sealed and delivered in hard copy.
Please let us know if there is anything else we need to do to make sure we are able to submit and schedule the
meeting during the first week of June.
Thank you!
Matthew Heffelfinger
Recreation Director and Project Manager
Bald Head Island Club
910.477.5015
Bhiclub.net
1

Bruce Marek, P.E.
5489 Eastwind Rd
Wilmington,NC 28403
910-799.9245,cell 910-228-2484
2-24-23
NCDEML R
EXPRESS STORMWATER
127 Cardinal Drive Extension
Wilmington, NC 28405
RE: Narrative for Bald Head Island Club High Density Stormwater Permit SW8-070801 Swans Quarter,
Express Review for Minor Modification
The Ba'd Head Isiand Club has asked that l apply for a plan modification on their behalf for the Swans
Quarter. along Sou Bald dead Wj nd: Bald Head Island. NC, nd *o add 25,253 sf f0.55 acres) of the
Brunswick Cony Parcel 2642F00136 The Bow Tie Lot" to The Swans Quarter 3.25 acre Permit Project
Area. The Bala Head Island Club purchased this parcei from Bald Head Island Limited, LLC in 2021,
and the 25,253 sf was in neither the Swans Quarter SW8-07080f or the Bald Head Island Club SW8-
8900106 Stormwater Permit Areas..
This stormwater modification is a portion of c proposed 2-3 year Master Plan Update for the Swans
Quarter and Bald Head Island Club permit areas, with this particular permit modification to allow for
construction of 6 picklebail courts, additional golf cart parking, and a laydown area. Reworking of the
site for amenities rather than condos will necessitate some working of drainage area boundaries, and,
as we will be using turfstone pavers for the cart parking. submitting for impervious area reduction per
the Str.rmwater Manual. Soil Borings for percolation rates and reverificaf on of SHWT are scheduled to
assist my calculations,
•
.,sly I II17r ,f'
Bruce '`t '�H n Rp' `f
Bruce Marek. r•
f'jy
5489 Eastwino� Rd = SEAL Aef.i3
,
Wilmington, NC 28403 15684
910-799-9245 -
Cell 910-228-2484
1

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DEQ Internal Use Only
Express Request Tracking Sheet/Reminders
Project Name: Jj1141 &.0 �
�
Consultant POC*: J 'J 4 -- Trg A4MRL-e PE
County: Vn OACC C
*(could be different than listed on the request)
Programs: EC r S ormwater -both EC&Stormwater, bundled
SW Permit Type: New Major Mod L_IMirfor Mod Rescission
Express Request Received Date: (23
PleR3ress Request is complete and includes the following
arrative FICHOWIE1
ite 'Ian
�j Picini ap
It and/or HQW waters completed MAY 2023
rATE f EC is needed, amount of disturbed acres is IDed
If SW mod, existing permit#: O04 I By
Pull the file � _ _•pA R J9AA
Update Express Excel tracking sheet ( �'u
Date Given to DEMLR staff for vetting: —,-.9J gpt/teete)
,
DEMLR's notes:
Assigned Reviewer:
Acceptable Dates/Times:
Date Given to DEACS to confirm date&time:
_ Submittal Meeting Date has been scheduled
Update Express calendar with a meeting for agreed date&time
Invite reviewers
Subject should ID reviewers and project name (e.g. "JE- Dollar General")
List the type of project, permitting action, and fee (e.g. "New/HD/$4,000")
EC Fee
SW fee
Date&time is consistent with scheduled meeting date
Update Express Excel tracking sheet
Schedule a conference room
Date confimiration email sent:

Kowalczyk, Lisa N
From: [e-mail]
Sent:
To: Kowalczyk, Lisa N; [e-mail]
Cc: Edmonds,Jessica; Norris, Kellie E; Davis, Richard M; [e-mail]; David Sawyer
Subject: RE: [External] RE: Express Request- Swans Quarter
Attachments: BHI Club Swans Quarter for Stormwater!Bs 3-24-23 BMPE Not Final.pdf
CAUTION:External erne!.Do not dick links, r I;F c, _tachments unless ywt verifj.Ser d all suspicious email as an attachment to
Report 5parn.
Lisa/Richard,
See the attached Infiltration Basin Location drawing and the updated site plan. It will help to answer a majority of your
remaining questions. I am still fine tuning the grading which affects the final drainage area boundaries. Please note that
the major purpose of this Express request is to be able to get the 6 pickleball courts asphalt paved during the Mid April
Bald Head Island Paving Project. This is typically a once yearly event, mostly controlled by road repaving projects done
by the Village of Bald Head Island. There are no paving machines on the island otherwise. The 6 pickleball courts work
out to be three 60'x60'squares, as pickleball courts with their perimeters are 30'x60'.
The three 3600 sf pads won't take long to grade at 1 6 slope N-S, ith a 0,1'sideslope to show drainage to the
appropriate infiltration basin. One 60'x60'sauare rai nd 2 to IB5,which have the original size,shape,volume
and drainage area impervious,and are within a few feet of the original 2 07 design location.
Time is of the essence,and if I had to, I could split out and just ask for review of these two Drainage Areas under express
review. Otherwise, pickleball is an entire year out,as asphalt is the preferred surface. The court experts said concrete,
which doesn't have the once a year time restraint, is not an acceptable underlayment for the court topping.
The two permeable turfstone parking areas are not on top of my relocated infiltration basins.
IB5 & IB3 will still be taking in and be linkedwith the IB4 median for the DA4 existing turfstone parking. We are not
claiming the existing as permeable, as it doesn't have the 15"=/-#8 stone Base.
I no Ion er have it so that Drainage Areas#2 and#6 have an increase in impervious area.
I wi provide all new calculations based on t e ina rainage areas and basin impervious. If any is in excess of what is
permitted, I will use the 2017 rules.
The two new pervious paver parking areas will follow the SCM and NCAC requirements and calculations and soils reports
will be provided.
The Mounding report is being repaired by ESC.
The Laydown yard will have impervious but fits within the amount permitted in existing DA/IB#1. I have swapped IB#1
and IB#8 locations,as I have gotten rid of a condo that used to be in DA#1 and now am using that for the entry road and
laydown area impervious.
I have a meeting at the Club on Bald Head at noon,so will be headed to the ferry soon. I might not be back to do any
reply until late afternoon. If you have questions, please call me on my cell at 910-228-2484.
1

We really need to get on schedule,as i said, if even just tro review pickle ball. I can't believe I am saying that, but that is
so true. April paving will have it ready for Memorial Day/start of season,and I can get CAMA to approve wood walkways
to it from the existing tennis courts.
Bruce
Bruce Marek, P.t.
From: Kowalczyk, Lisa N<[e-mail]>
Sent:Wednesday, March 15, 2023 1:53 PM
To: [e-mail]; [e-mail]
Cc: Edmonds,Jessica<[e-mail]>; Norris, Kellie E<[e-mail]>; Davis, Richard M
<[e-mail]>
Subject: RE: [External] RE: Express Request Swans Quarter
Good morning,
Thank you for this additional information.We appreciate the background and that gives us here in the stormwater
express program a better understanding of the history of the site. I did want to circle back to clarify a couple of items so
we have an understanding of the scope of the project and can get this express request scheduled as soon as possible.
For consistency I'm going to grab the items I had emailed on 3/7/23 and copy them below.There is one new item (#5)
for you to consider. Highlighted below in yellow are the items we need more information on to understand the scope of
the project and proposed activities. Highlighted in;;rev with blue tent are the items I believe we are good on and your
last email answered.
Hello all,
I have reviewed this express request.To consider the express request complete, please address the following items:
1. This express request was submitted for a minor modification to state stormwater permit SW8 070801. However,
the narrative proposes the addition of permeable pavement considered at 100% pervious. In order for
Permeable pavement to be considered 100%pervious it must be designed per the MDC and is therefore
considered a new SCM. Due to the increase in project area and the addition of a new SCM,this would-be a major
modification to permit SW8 070801. Please confirm and revise the narrative and express request accordingly.
• Application and narrative revised to a request for major modification of SW8 070801.
2. It appears from the site plan provided that the permeable pavement(turfstone pavers) proposed for the cart
parking area may sit directly above an approved infiltration basin (IB#2). The infiltration basin was designed and
approved based on site-specific soil investigations which established the hydraulic properties and characteristics
within the basin footprint without the presence of the proposed permeable pavement SCM. Please-clarify this
2

design and update the site plan to show the specific location of the permeable pavement to demonstrate it will
not be placed on top of the approved SCM.
a. Please confirm all the supporting documentation will be provided to demonstrate that the proposed
permeable pavement meets the MDC of an infiltrating permeable pavement SCM (such as a soil report,
calculations,the permeable pavement section of the supplement, selecting permeable pavement on the
O&M,etc.).
• Could not discern in the figure in the last email where the proposed permeable pavement will be
located. Please show this location and denote with a text call out or boundary line that is clearly
identified as the proposed permeable pavement boundary.
• please confirm that the permeable pavement will not be placed on top of the previously approved
infiltration basin SCM.
• Please confirm all the supporting documentation will be provided to demonstrate that the proposed
permeable pavement meets the MDC of an infiltrating permeable pavement SCM (such as a soil report,
calculations,the permeable pavement section of the supplement, selecting permeable pavement on the
Q&M, etc.). We do not require these documents or details on these documents—just a confirmation
that they will be provided for the express meeting.
3. The proposed cart parking area and pickleball courts are denoted on the provided plan. However,the Iaydown
area mentioned in the narrative is not. Please denote on the plan where the laydown area is(presuming it is the
red striped area below) and clarify within the narrative if any impervious area is proposed there.Additionally,
please provide brief details on how/where this area will drain to and confirm if this proposed additional project
area will or will not require an increase in size of an approved SCM to account for additional runoff? Please also
update the narrative to recognize that any new area added to the permit boundary will be subject to the 2017
Rules.
• Laydown area is shown on the additional information received on 3/13/23 in support of this request.
• Please confirm if any BUA is proposed to be added in this iaydown area—or—within the entirety of the
proposed new project area to be added(described as 25,253 sq ft portion of the Bowtie Parcel)and how
it will be accounted for/treated.
• Please update the narrative to recognize that any new area added to the permit boundary will be
subject to the 2017 Rules.
4. Please clarify what drainage areas are anticipated to be impacted by each of the proposed project activities and
how those impacts will be addressed,such as:
a. Will future BUA be utilized as part of project activities involving the placement of new impervious area
within the SW8 070801 project area?
Revised narrative item #7 mentions that each drainage area will retain the current permitted amounts
of BUA, adding "future" impervious if less than the permit amount,except for most likely drainage area
#2 or#6 to allow for the bua addition of the concrete edge restraint for the CGP turfstone parking
lots. Please provide the specific drainage areas in which BUA is proposed as part of these project
activities and where the amount of future BUA within those drainage areas will be reduced.
b. Will any previously approved SCMs that have a change in their drainage areas or total proposed built-
upon areas have updated calculations(minimum required volume,surface area, and drawdown
calculations)to demonstrate the SCMs are still sized appropriately for their contributing drainage areas?
3

Please confirm specifically the previously approved SCMs that have a change in their drainage areas or
total proposed bt t-upon area part of this modification and confirm that calculations*scribed wove)
have been updated and said SCMs are still sized appropriately for their contributing drainage kilns.
c. Will any of the existing SCMs need to increase in size to handle the changes to the drainage areas,
triggering the need for that SCM to be designed per the 2017 Rules and MDC? Please update the
narrative to clarify.
in the narrative it was mentioned that'most likely drainage area#2 or#6"would have an increase in
QUA as part of this proposed modification. Please confirm that and that those SCMs will be designed per
the 2017 Rules and MDC,revising the narrative accordingly,
S. in item#5 of the revised narrative, it was mentioned that additional hydrogeologic evaluations would be
conducted to support the use of one (1) foot separation from the 7H orr, rveher than the typical two (2}foot
separation. I would advise consideration of the NCDEQ Stormwater Design Manual Section A--2 Soils. Specifically,
the table or' page 4 of that section, under the subheading Separation from Seasonal High Water Table(SHWT)
and item#9 within the table. This provides details on mounding analysis, which we would expect and review as
part of the hydrogeologic evaluation prepared and submitted to the Division in support of the use of 1 ft of
separation.
In order for this project to remain in line according to the date the express request was originally received,this
requested information must be submitted within 5 business days. If the information is not submitted within this
timeframe,the request will be further reviewed and scheduled based on the date the requested information is received.
Thank you,
Lisa Kowalczyk(she/her/hers)
Environmental Engineer
Division of Energy, Mineral and Land Resources
North Carolina Department of Environmental Quality
Office: [phone]
[e-mail]
NORTH CAR0.INA6
Department of Environmental Mighty\ay �'�
Email correspondence to and from this address is subject to the North
Carolina Public Records Law and may be disclosed to third parties.
From: [e-mail]<marekvd(Wec.rr.com>
Sent: Monday, March 13,2023 4:59 PM
To: Kowalczyk, Lisa N<[e-mail]>;[e-mail]
Cc: Edmonds,Jessica <[e-mail]>; Norris, Kellie E<[e-mail]>; Davis, Richard M
<[e-mail]>
Subject: [External] RE: Express Request-Swans Quarter
4

CAUTION:External ama L,Do notate" tines or open attachments u►nie s you ve riy.Send atl sJspacwis emaiii as 4r1 attachment to
I Report Spam.
From: Kowalczyk, Lisa N<[e-mail]>
Sent:Tuesday, March 7,2023 4:38 PM
To:[e-mail]
Cc:[e-mail]; Edmonds,Jessica<[e-mail]>; Norris, Kellie E<[e-mail]>;
Davis, Richard M<[e-mail]>
Subject: Express Request-Swans Quarter
Hello all,
I have reviewed this express request.To consider the express request complete, please address the following items:
1. This express request was submitted for a minor modification to state stormwater permit SW8 070801. However,
the narrative proposes the addition of permeable pavement considered at 100%pervious. In order for
permeable pavement to be considered 100%pervious it must be designed per the MDC and is therefore
considered a new SCM. Due to the increase in project area and the addition of a new SCM,this would-be a major
modification to permit SW8 070801. Please confirm and revise the narrative and express request accordingly.
2. It appears from the site plan provided that the permeable pavement(turfstone pavers) proposed for the cart
parking area may sit directly above an approved infiltration basin (IB#2). The infiltration basin was designed and
approved based on site-specific soil investigations which established the hydraulic properties and characteristics
within the basin footprint without the presence of the proposed permeable pavement SCM. Please-clarify this
design and update the site plan to show the specific location of the permeable pavement to demonstrate it will
not be placed on top of the approved SCM.
a. Please confirm all the supporting documentation will be provided to demonstrate that the proposed
permeable pavement meets the MDC of an infiltrating permeable pavement SCM (such as a soil report,
calculations,the permeable pavement section of the supplement,selecting permeable pavement on the
O&M,etc.).
3. The proposed cart parking area and pickleball courts are denoted on the provided plan. However,the laydown
area mentioned in the narrative is not. Please denote on the plan where the laydown area is(presuming it is the
red striped area below) and clarify within the narrative if any impervious area is proposed there.Additionally,
please provide brief details on how/where this area will drain to and confirm if this proposed additional project
area will or will not require an increase in size of an approved SCM to account for additional runoff? Please also
update the narrative to recognize that any new area added to the permit boundary will be subject to the 2017
Rules.
5

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4. Please clarify what drainage areas are anticipated to be impacted by each of the proposed project activities and
how those impacts will be addressed,such as:
a. Will future BUA be utilized as part of project activities involving the placement of new impervious area
within the SW8 070801 project area?
b. Will any previously approved SCMs that have a change in their drainage areas or total proposed built-
upon areas have updated calculations(minimum required volume,surface area, and drawdown
calculations)to demonstrate the SCMs are still sized appropriately for their contributing drainage areas?
c. Will any of the existing SCMs need to increase in size to handle the changes to the drainage areas,
triggering the need for that SCM to be designed per the 2017 Rules and MDC? Please update the
narrative to clarify.
In order for this project to remain in line according to the date the express request was originally received,this
requested information must be submitted within 5 business days. If the information is not submitted within this
timeframe,the request will be further reviewed and scheduled based on the date the requested information is received.
Thank you,
Lisa Kowalczyk(she/her/hers)
Environmental Engineer
Division of Energy, Mineral and Land Resources
North Carolina Department of Environmental Quality
Office: [phone]
[e-mail]
6

NORTH CAROL::J.:
Department of Environmental tfuaty
mrs
Email correspondence to and from this address is subject to the North
Carolina Public Records Law and may be disclosed to third parties. •
7

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Kowalczyk, Lisa N
From: Kowalczyk, Lisa N
Sent: Wednesday, March 15, 2023 1:53 PM
To: [e-mail]; [e-mail]
Cc: Edmonds,Jessica; Norris, Kellie E; Davis, Richard M
Subject: RE: [External] RE: Express Request Swans Quarter
Good morning,
Thank you for this additional information. We appreciate the background and that gives us here in the stormwater
express program a better understanding of the history of the site. I did want to circle back to clarify a couple of items so
we have an understanding of the scope of the project and can get this express request scheduled as soon as possible.
For consistency I'm going to grab the items I had emailed on 3/7/23 and copy them below.There is one new item (#5)
for you to consider. Highlighted below in yellow are the items we need more information on to understand the scope of
the project and proposed activities. Highlighted in AN with blue text are the items I believe we are good on and your
last email answered.
Hello all,
I have reviewed this express request.To consider the express request complete, please address the following items:
1. This express request was submitted for a minor modification to state stormwater permit SW8 070801. However,
the narrative proposes the addition of permeable pavement considered at 100%pervious. In order for
permeable pavement to be considered 100%pervious it must be designed per the MDC and is therefore
considered a new SCM. Due to the increase in project area and the addition of a new SCM,this would-be a major
modification to permit SW8 070801. Please confirm and revise the narrative and express request accordingly.
• Application and narrative revised to a request for major modification of SW8 070801.
2. It appears from the site plan provided that the permeable pavement(turfstone pavers) proposed for the cart
parking area may sit directly above an approved infiltration basin (IB#2). The infiltration basin was designed and
approved based on site-specific soil investigations which established the hydraulic properties and characteristics
within the basin footprint without the presence of the proposed permeable pavement SCM. Please-clarify this
design and update the site plan to show the specific location of the permeable pavement to demonstrate it will
not be placed on top of the approved SCM.
a. Please confirm all the supporting documentation will be provided to demonstrate that the proposed
permeable pavement meets the MDC of an infiltrating permeable pavement SCM (such as a soil report,
calculations,the permeable pavement section of the supplement,selecting permeable pavement on the
O&M,etc.).
• Could not discern in the figure in the last email where the proposed permeable pavement will be
located. Please show this location and denote with a text call out or boundary line that is clearly
identified as the proposed permeable pavement boundary.
• Please confirm that the permeable pavement will not be placed on top of the previously approved
Infiltration basin SCM.
1

• Please confirm all the supporting documentation will be provided to demonstrate that the proposed
permeable pavement meets the MDC of an infiltrating permeable pavement SCM(such as a soil report,
calculations,the permeable pavement section of the supplement,selecting permeable pavement on the
O&M,etc.).We do not require these documents or details on these documents—just a confirmation
that they will be provided for the express meeting.
3. The proposed cart parking area an�' LLj ` '" '� .s are denoted tvi the Patteil
Plan. However,the laydown
area mentioned in the narrative is alx 47 ,. to on the plan where the 4takowv area is (presuming it is the
red striped area below) and clarify within the narrative if any impervious area is proposed there.Additionally,
please provide brief details on how/where this area will drain to and confirm if this proposed additional project
area will or will not require an increase in size of an approved SCM to account for additional runoff? Please also
update the narrative to recognize that any new area added to the permit boundary will be subject to the 2017
Rules.
• Laydown area is shown on the additional information received on 3/13/23 in support of this request.
• Please confirm if any BUA is proposed to be added in this laydown wen—or—within the entirety of the
proposed new project area to be added (described as 25,253 sq ft portion of the Bowtie Parcel) and how
it will be accounted for/treated.
• Please update the narrative to recognize that any new area added to the permit boundary will be
subject to the 2017 Rules.
4. Please clarify what drainage areas are anticipated to be impacted by each of the proposed project activities and
how those impacts will be addressed, such as:
a. Will future BUA be utilized as part of project activities involving the placement of new impervious area
within the SW8 070801 project area?
Revised narrative item #7 mentions that each drainage area will retain the current permitted amounts
of BUA, adding"future" impervious if less than the permit amount,except for most likely drainage area
2 or#6 to allow for the bua addition of the concrete edge restraint for the CGP turfstone parking;
lots. Please provide the specific drainage areas in which BUA is proposed as part of these project
activities and where the amount of future BUA within those drainage areas will be reduced.
b. Will any previously approved SCMs that have a change in their drainage areas or total proposed built-
upon areas have updated calculations (minimum required volume,surface area, and drawdown
calculations)to demonstrate the SCMs are still sized appropriately for their contributing drainage areas?
Please confirm specifically the previously approved SCMs that have a change in their drainage areas or
total proposed built-upon area part of this modification and confirm that calculations (described above)
have been updated and said SCMs are still sized appropriately for their contributing drainage areas.
c. Will any of the existing SCMs need to increase in size to handle the changes to the drainage areas,
triggering the need for that SCM to be designed per the 2017 Rules and MDC? Please update the
narrative to clarify.
in the narrative it was mentioned that "most likely drainage area it2 or#6" would have an Increase in
BUA as part of this proposed modification. Please confirm that and that those SCMs will be designed per
the 2017 Rules and MDC, revising the narrative accordingly.
2

5. In item#5 of the revised narrative,it was mentioned that add tional hydrogeoiogic evaluations would be
conducted to support the use of one(1)foot separation from the SHWT, rather than the typical two (2)foot
separation. i would advise consideration of the NCDEQ Stormwater Design Manual Section A-2 Soils. Specifically,
the table on page 4 of that section, under the subheading Separation from Seasonal High Water Table(SHWT)
and item#9 within the table.This provides details on mounding analysis,which we would expect and review as
part of the hydrogeologic evaluation prepared and submitted to the Division In support of the use of 1 ft of
separation.
In order for this project to remain in line according to the date the express request was originally received,this
requested information must be submitted within 5 business days. If the information is not submitted within this
timeframe,the request will be further reviewed and scheduled based on the date the requested information is received.
Thank you,
Lisa Kowalczyk(she/her/hers)
Environmental Engineer
Division of Energy, Mineral and Land Resources
North Carolina Department of Environmental Quality
Office: [phone]
[e-mail]
E
:0)
NO .a- p
apartment of hlNrommental Quality
Email correspondence to and from this address is subject to the North
Carolina Public Records Law and may be disclosed to third parties.
From: [e-mail]<[e-mail]>
Sent: Monday, March 13, 2023 4:59 PM
To: Kowalczyk, Lisa N <[e-mail]>;[e-mail]
Cc: Edmonds,Jessica <[e-mail]>; Norris, Kellie E<[e-mail]>; Davis, Richard M
<[e-mail]>
Subject: [External] RE: Express Request-Swans Quarter
CAUTION: Externs email.Do not cl'hhk links or or n arachmenfts unless yr-u verify.Send Ai suspiclo is email a,an attathlnu :nt to
Report Spam.
From: Kowalczyk, Lisa N<[e-mail]>
Sent:Tuesday, March 7,2023 4:38 PM
To: [e-mail]
Cc: [e-mail]; Edmonds,Jessica<iessica.edmondst 3ncdenr.gov>; Norris, Kellie E<[e-mail]>;
Davis, Richard M <[e-mail]>
Subject: Express Request-Swans Quarter
3

Hello all,
I have reviewed this express request.To consider the express request complete, please address the following items:
1. This express request was submitted for a minor modification to state stormwater permit SW8 070801. However,
the narrative proposes the addition of permeable pavement considered at 100% pervious. In order for
permeable pavement to be considered 100% pervious it must be designed per the MDC and is therefore
considered a new SCM. Due to the increase in project area and the addition of a new SCM,this would-be a major
modification to permit SW8 070801. Please confirm and revise the narrative and express request accordingly.
2. It appears from the site plan provided that the permeable pavement(turfstone pavers) proposed for the cart
parking area may sit directly above an approved infiltration basin (IB#2). The infiltration basin was designed and
approved based on site-specific soil investigations which established the hydraulic properties and characteristics
within the basin footprint without the presence of the proposed permeable pavement SCM. Please-clarify this
design and update the site plan to show the specific location of the permeable pavement to demonstrate it will
not be placed on top of the approved SCM.
a. Please confirm all the supporting documentation will be provided to demonstrate that the proposed
permeable pavement meets the MDC of an infiltrating permeable pavement SCM (such as a soil report,
calculations,the permeable pavement section of the supplement,selecting permeable pavement on the
O&M,etc.).
3. The proposed cart parking area and pickleball courts are denoted on the provided plan. However,the laydown
area mentioned in the narrative is not. Please denote on the plan where the laydown area is(presuming it is the
red striped area below) and clarify within the narrative if any impervious area is proposed there. Additionally,
please provide brief details on how/where this area will drain to and confirm if this proposed additional project
area will or will not require an increase in size of an approved SCM to account for additional runoff? Please also
update the narrative to recognize that any new area added to the permit boundary will be subject to the 2017
Rules.
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4. Please clarify what drainage areas are anticipated to be impacted by each of the proposed project activities and
how those impacts will be addressed,such as:
a. Will future BUA be utilized as part of project activities involving the placement of new impervious area
within the SW8 070801 project area?
b. Will any previously approved SCMs that have a change in their drainage areas or total proposed built-
upon areas have updated calculations(minimum required volume, surface area,and drawdown
calculations)to demonstrate the SCMs are still sized appropriately for their contributing drainage areas?
c. Will any of the existing SCMs need to increase in size to handle the changes to the drainage areas,
triggering the need for that SCM to be designed per the 2017 Rules and MDC? Please update the
narrative to clarify.
In order for this project to remain in line according to the date the express request was originally received,this
requested information must be submitted within 5 business days. If the information is not submitted within this
timeframe,the request will be further reviewed and scheduled based on the date the requested information is received.
Thank you,
Lisa Kowalczyk(she/her/hers)
Environmental Engineer
Division of Energy, Mineral and Land Resources
North Carolina Department of Environmental Quality
Office: [phone]
[e-mail]
NORTHF_
��
NORT C.W(k.
Department of 13rvlremaental fluaUty
Email correspondence to and from this address is subject to the North
Carolina Public Records Law and may be disclosed to third parties.
5

For OENR Use 9 LLY
ATA
North Carolina Department of Environment and y
�.. Natural Resources Fer9wer.Renew. as/a 3
NCDENR Request for EXpr s Permit Review Time; !I 001
Confirm
FIUAN all the fforntatian below and CHECK the Permit(s)you are requesting for express review. Call and Email the completed form to tM
Permit Coortllna:o.r along with a cctn feted DETAILED nasatift site late(PDFarr ang vicinitY rea0;salYie items expacted in the,i p:ll{atlor,
as lka ie of he pro/ec t irrcatia:x,Pim.include this het i in the tipielkatite package. _
Provided Existing Permits
■ Asheville Region-Atisen Davidson 828:298-4 ;altsmulavitistn r i related to this Project
• Fayetteville Or Raleigh rion-David Lee 919-791.4203;&Meg.
• Woresvllle&Winston Salem Region-Patrick Greet 704-235-2107OraporaGsonancc'etrr, SW B070801
SW
• Washington Region-Lyn Hardison 252 948.3842 or tylchar'c#soni tent eov S W
• Wilmington Region-Cameron Weever910490.7303 or p17100aatellrekeNygdenrcisv NPOES
NOTE:Projed application recsOve cl afar 12 neon Will be shred in the l ing•teork day NP ES
WO
Project Name:SWANS QUARTER County:BRUNSWICK WO
Applicant.gtALD HEAD ISLAND CLUB Company.DAVID SAWYER,CEO E&S
Address:P.O.BOX 3070 City.:BALD HEAD ISLAP.State:NC Zip'.28461-__ iw,S
Phone:[phone]W,Fax.91 5?-7395,Email..dsawyerabniclub.net Orner CAMA 121,07
Physical Location:303 SOUTH BALD HEAD WYND i A.K,A. 1 SALE'MEADOW TRAIL) ---_ —.i
Project Drains into ATLANTIC OCEAN waters-Water classifica5on.SB(ter c1a si5caben see-hfn;ltportal.ncdenr.oralwwwwoiosksoiciassificatiorisi
Project Located in CAPE FEAR River Basin..Is project draining to class.QRW waters9 fr within 7,.mile and draining to class SA waters L or within 1 mile
and draining to class HOW waters?it
Engineer/Consultant BRUCE MAREK P E. Company BRUCE MAREK,P.E.
Address:5489 EASTWIND RD City,WILMINGTON,State. NC Zip.2840,3-__ IrCEIVE
Phone.910-79S 9245,Fax__ .Email:m ec rek rr Dom
PLEASE PROVIDE ESTIMATED INVESTMENT AND EXPECTED EMPLOYMENT,IF AVAILABLE MAR 1 3 2023
I)
$ a JOBS
SECTION ONE: REQUESTING A SCOPING MEETING ONLY
D Soaping Meeting ONLY ❑DWQ,0 DOM,0 DLR.0 OTHER: BY:
SECTION TWO: CHECK ONLY THE PROGRAM IS)YOU ARE REQUESTING FOR EXPRESS PERMITTING
0 401 Unit 0 Stream Origin Dete.rminaton: 4 of stream calls-Please attach TOIL map marking the areas in questions
0 IntemettentRerennial Determination:__#of stream calls-Please attach TOPO map marking the areas in questions
❑401 Water Quartty Certification 0 Isolated Wetland( linear ft or_acres)
0 Riparian Buffer Authorization 0 Minor Variance 0 Major General Variance
l its Stormater 0 Genera' 0 SFR, 0 SFR 1 ac. 0 Bkhd&Bt Rmp. 0 Clear&Grub. 0 Laity 0 Other
i0 Low Density 0 Low Density-Curb&Gutter _#Curb Outlet Swales G Off-site(SW (Provide permit#))
0 High Density-Detenbo!'Pond __#Treatment Systems E High Density Infiitrab on 8lineatmenl Systems
0.High Density-8io-Relention _#Treatment Systems 0 High Density-SW Wetlands_#Treatment Systems
High Density-Other 1 Treatrrren tams !,�MOD..0 Major 0 Minor 0 Plan Revision 0 Rcdev,Exclusion SW (Provide Permit ej
G
D Coastal Management 0 Excavation&Fill 0 Brides&Culverts 0 Structures Information
0 bland Development 0 Marina Development 0 Urban Wateedront
j]Land Quality 0 Erosion and Sedimentation Control Plan wt8t acres to be dlsturbed.(CK it (for DENR use)!
SECTION THREE-PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT(for both scoolna and ex presto meeting request)
Wetlands on Site 0 Yes 0 No Buffer Impacts:0 No 0 YES; . Macre(s)
Wetlands Delineation has been completed:.0 Yes 0 No Isolated wetland on Property 0 Yes 0 No
US ACOE Aidinval of Delineation completed.0 Yes 0 i 404 Application in Process w1 US ACOE, 0 Yes 0 No Perrot
Received from US ACOE 0 Yes E No
1,,-:.)i\R use 016
Fee Spilt for multiple permits: (Check 4 1 _. Toed Fee Amount tE
r� SUIBITTAL DATES Pee L 1 SUBMITTAL DATES Fie
i -CAtiDk.. . „ Pi-fiance(El Mot,CIMin1 S
.
'WCHO,0LD,0Gen) S 44 .. S
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NCDENR EXPRESS January 2014

DEQ Internal Use Only
Express Request Tracking Sheet/Reminders
Project Name: SWANS U#RTe
Consultant POC*: rit liCe
County: `(WSt to ,-
*(could be different than listed on the request)
Programs: IN ECrater III both EC&Stormwater, bundled
SW Permit Type: New ..411/.ajer Mod Minor Mod Rescission
Express Request Received Date: c2_a7-Q3
MExpress Re.uest is complete and includes the following
Ldr ..rrative
le Plan
M V' inity Map
lc SA and/or HQW waters completed
rhil If EC is n:-ded, amount of disturbed acres is IDed
If SW od, existing permit#: 630 86 1 D 2 aTO?3
n Lill the file f5
Update Ex ess Excel tracking sheet FEB 2 7
Date Given to DEMLR staff for vetting: r
DEMLR's notes:
Assigned Reviewer: \4 ii
pl f:,,? Y.
Acceptable Dates/Times: J.:11 t } 'At;
Date Given to DEACS to confirm date&time:
•mitt. ' eeting Date has been scheduled
ma i pdate E • -ss calendar with a meeting for agreed date &time
nvite -viewers
•j- t should ID reviewers and project name(e.g. "JE- Dollar General")
ist the type of project, permitting action, and fee(e.g. "New/HD/$4,000")
EC Fee
S ee de Linda
F. 'ate&time is consistent with scheduled meeting date
Erg•:to Express Excel tracking sheet
chedule a conference room
Date confimiration email sent:

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‹.: ,

Bruce Marek, P.1E.
5489 Easiwind Rd
Wilmington,NC 28403
910-799-9245, cell 910-228-2484
2-24-23
NCDEMLR
EXPRESS STORMWATER
127 Cardinal Drive Extension
Wilmington: NC 28405
RE: Revised Narrative for Bald Head lend Club High Density Stormwater Permit SW8-070801 Swans
Quarter,Express Review for Major Modification
1. The Bala Head island Club has asked that f apply for ca plain modification on their behalf for the
Swans Quarter, along South Bald Head Wynd.;Bald Head island, NC.,SW8-070801 Permit and to
add 25,253 sf 10.58 acres) of the Brunswick County Parcel 2642F00136 "The Bow Tie Lot" to the
Swans Quarter Parcel 2641 F02304 site '1 41.637 sf/' 3.25 O_cre existing Project Area. The Bald
Head island Club purchased this parcel frory Bald Head Island Limited. LLC in 2021, and the
25,253 sf was in neifner the Swans Quarter SW8-070801 or the Bald Head island Club SW8-
8900106 .St rrnwate• Permit Areas, Modified Project Onsite Total Area is now I66,890 st = 3.83
ac.
2. The project tdfa:l .impervious remains the same at 61.156 sf. Whereas the original SWB-070801
permit was intender to replace 8 of the original 10 condo buildings that burned down in a
spectacuiar multi-day fire in the early 1990's, this major modification a irninates. seven of the
eight 4447 sf condo buildings,replacing them with primarily golf care parking and six dedicated
pickiebail courts. About the same amount of read length, out 16 ft wide rather than the
original 12', 'Ius a dedicated laydown yard and several sheds and gazebos.
3; Twp of the golf cart parking areas. 36' x pppx i 40' = appx 5000 sf when planted medians are
subtracted, will be submitted as pervious concrete grid pavers iturfstone/CGP) to the
requirements of Chapter C-5 of the stormwater manual. With the 1 year 24" design storm of
4.06- for Bald Heac Island, that gives a e2 washed stone depth of appx I5': plus the 47
required depth of *57 washed stone and the 2'' of pea gravel bedding (#8 or *89 washed
stone), per the formula ir' C5. The porosity of the ASTM e2 stone is 0.318 and Void Ratio is 0.47
per the AASHTO Method design example in the ICPI Permeable Interlocking Concrete
Pavement Software. I have not yet discussed the edge restraint with the Bald Head Island
Club, but will submit as a b" thick x app 24" to 30" deep concrete curb. adding about 220 sf of
bua. Drainage area for each SCM is thus an additional foot of length and width. This will be
added to the required volume slightly increasing the e2 stone depth.
4. ECS hos recently redone the seasonal high wafer table for the drgnage areas and did four
percolation tests n the vicinity of the CGP/turfstone parking lots. This will be included with my
submttai,
5 Seasonal High Water Table was higher than in 2007. Hurricane Florrence that inundoted the
Island probably didn't help, and the boring locations Might have been at a lower elevation
than previously. The site was used as FEMA tree debris disposal site for several hurricane
cleanups. and site was scraped a few times to restore to prior conditions. We are having ECS
submit a report for use of 1 of separation rather than the typical 2'. Brooks "Wall, the soil
scientist, feels good about this. as he did the original 2007 SHE'!'. And also borings on several
other Bald Head Island sites.
1

6. The primary purpose of this submittal though, is to meet the Island wide asphalt paving project
in mid April. to construct three two-pair 60'x60' picklebail courts. A new masterpian was
approved recently by the board for concept and budget. Asphalt usually only happens once
a year. with bringing the machines over and tying up the barge fora week to bring over the
asphalt. Quite a prodeetian! Picklebeli needs an asphalt base before the final surfacing.
Pickleball had been using one of the four existing tennis courts, bait that is not nearly enough
plcklebcafi courts and has taken one of the tennis courts out oaf service. One of few activities
on the island for the club members to enjoy.
7. Each drolnage area will retain the current permitted amounts of BOA. adding "future"
impervious if less then the permit amount, except for one drainage area. mat likely 2 or iF6, to
allow for the bua addition of the concrete edge restraint for the CGP turfstone parking lots,
8. Pease note that the Swans Quarter Site also needs to comply with CAMA setbacks. It so
happens that the annual erosion rote changes almost down the middle of the site, with west
side being 3' x 30 years 90' setback, and the east side halving ex30= 180' setback from the
Static Line of Stable Vegetation. But we are grondtathered for a few items based on the 2007
CAMA permit So some things won't necessarily pertain to stormwater. but needed to be
shown properly for CAMA. In the 180' setback area I cant have a road that is paved, but it is
allowed to be gravel. So it ends up as road impervious, but stops being paved at the dividing:
line.
9. We plan on a future new Pro-Shop at the north end of the site. That is my one retained condo
building. That is a year or two out, and will be used for laydown when building the pervious
parking lots. I figured about 450 cu yds of stone. That's a lot to pile up somewhere.
10. The new masterplan also reworks the existing basin 3-4-5 turfstone parking (not built as
pervious). But the parking needs to remain in place for the summer. The Club has 6 swirrrrning
pools: and there are never enough spaces. So wnereos the landscape architect is showing
the completed musterplan, my drawing(s) are set up to get approved what we pion to do this
year. Plus I need to meet CAMA regulations.
Bruce
.Bruce Marzk, P.E. e
54E Eastwind Rd • SEAL .7) ,.
Wilmington. NC 28403 15584 ,j }
910-799 9245 •
Cell910-228-2484 , GeitiitN
1
ley);
^1

Kowalczyk, Lisa N
From: [e-mail]
Sent: Monday, March 13, 2023 4:59 PM
To: Kowalczyk, Lisa N; [e-mail]
Cc: Edmonds,Jessica; Norris, Kellie E; Davis, Richard M
Subject: [External] RE: Express Request- Swans Quarter
Attachments: SW8-070801 Swans Quareter Express Request Revised 3-13-23 BMPE.pdf; 2023-02-27
BHIC Expansion Layout v2.pdf
CAUTION: Ext.: nal erral Do nr4:dd.;teaks or open attaLhments a nt.ss yr u verify.Send all suspicious email as an i lad,rr?fit to
Report Spam.
From: Kowalczyk, Lisa N<[e-mail]>
Sent:Tuesday, March 7,2023 4:38 PM
To:[e-mail]
Cc: [e-mail]; Edmonds,Jessica <[e-mail]>; Norris, Kellie E<[e-mail]>;
Davis, Richard M <[e-mail]>
Subject: Express Request-Swans Quarter
Hello all,
I have reviewed this express request.To consider the express request complete, please address the following items:
1. This express request was submitted for a minor modification to state stormwater permit SW8 070801. However,
the narrative proposes the addition of permeable pavement considered at 100%pervious. In order for
permeable pavement to be considered 100% pervious it must be designed per the MDC and is therefore
considered a new SCM. Due to the increase in project area and the addition of a new SCM,this would-be a major
modification to permit SW8 070801. Please confirm and revise the narrative and express request accordingly.
2. It appears from the site plan provided that the permeable pavement(turfstone pavers) proposed for the cart
parking area may sit directly above an approved infiltration basin (IB#2). The infiltration basin was designed and
approved based on site-specific soil investigations which established the hydraulic properties and characteristics
within the basin footprint without the presence of the proposed permeable pavement SCM. Please-clarify this
design and update the site plan to show the specific location of the permeable pavement to demonstrate it will
not be placed on top of the approved SCM.
a. Please confirm all the supporting documentation will be provided to demonstrate that the proposed
permeable pavement meets the MDC of an infiltrating permeable pavement SCM (such as a soil report,
calculations,the permeable pavement section of the supplement,selecting permeable pavement on the
O&M,etc.).
3. The proposed cart parking area and pickleball courts are denoted on the provided plan. However,the laydown
area mentioned in the narrative is not. Please denote on the plan where the laydown area is(presuming it is the
red striped area below) and clarify within the narrative if any impervious area is proposed there.Additionally,
please provide brief details on how/where this area will drain to and confirm if this proposed additional project
area will or will not require an increase in size of an approved SCM to account for additional runoff? Please also
1

r
update the narrative to recognize that any new area added to the permit boundary will be subject to the 2017A
Rules.
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4. Please clarify what drainage areas are anticipated to be impacted by each of the proposed project activities and
how those impacts will be addressed,such as:
a. Will future BUA be utilized as part of project activities involving the placement of new impervious area
within the SW8 070801 project area?
b. Will any previously approved SCMs that have a change in their drainage areas or total proposed built-
upon areas have updated calculations(minimum required volume,surface area, and drawdown
calculations)to demonstrate the SCMs are still sized appropriately for their contributing drainage areas?
c. Will any of the existing SCMs need to increase in size to handle the changes to the drainage areas,
triggering the need for that SCM to be designed per the 2017 Rules and MDC? Please update the
narrative to clarify.
In order for this project to remain in line according to the date the express request was originally received,this
requested information must be submitted within 5 business days. If the information is not submitted within this
timeframe,the request will be further reviewed and scheduled based on the date the requested information is received.
Thank you,
Lisa Kowalczyk(she/her/hers)
Environmental Engineer
Division of Energy, Mineral and Land Resources
North Carolina Department of Environmental Quality
Office: [phone]
[e-mail]
2

NORTH CP'iC_INA
Department et Emironmentel tluelily
Email correspondence to and from this address is subject to the North
Carolina Public Records Law and may be disclosed to third parties.
3

Davis, Richard M
From: [e-mail]
Sent: Friday, February 24, 2023 3:32 PM
To: Davis, Richard M;Zorda, Garrett D
Cc: [e-mail]; David Sawyer; Matt Heffelfinger
Subject: [External] Request for Express Stormwater Permit Minor Mod SW8-070801 Bald Head
Island Club Swans Quarter
Attachments: SW8-070801 Bald Head Island Club Swans Quarter Request for Express Stormwater Plan
Minor Modification 2-24-23 Bruce Marek P.E..pdf
CAUTION:External email. Do not d:ck links or open attachments unless you verify.Send all suspicious email as an attachment to
Report Spare.
Hi Richard,
Attached is the request for Express Stormwater for the Bald Head Island Club Swans Quarter SW8-070801 Stormwater
Permit,that I have been discussing with Garrett and Christine Hall over the past couple of weeks. CAMA setback
requirements wreaked havoc on some of the architect's conceptual master plan, but we now have that worked out,or
at least for the portion that is in the Swans Quarter Permit area, and for this years construction. The Master Plan covers
the Swans Quarters and the Bald Head Island Club SW8-890106 stormwater permit areas,which was originally issued by
Director's Certification. The Bald Head Island Club dates back to 1974.with golf course construction started in annx
1972, long before the Stormwater Division existence. SW8-890106 was one of the earliest permits. Swans Quarter had
been a 10 building condo project from the mid 1980's,also prior to Stormwater Division existence,that burned down in
the early 1990's. The Developer, Bald Head Island Limited, LLC permitted the site for both CAMA and SW to rebuild back
8 of the 10 condos. The Bald Head Island Club purchased the Swans Quarter site in 2021,and is now starting on a multi
year Master Plan to expand Club Amenities for the Club Membership.
Our immediate concern is that the 6 proposed pickleball courts, a total rectangular size of 90'x125' need to be asphalt,
and asphalt paving on Bald Head Island usually only happens once a year, in coordination with Village road paving
projects. This year its mid April. Please note that the Golf Course Lagoons are man made,and have been deemed non-
jurisdiction al by the Army COE. There had been a lagoon on Swans Quarter but it has since been filled. Just in case you
are wondering. And I am in constant touch with Tara MacPherson regarding both the Swans Quarter and Bald Head
Island Club sites,so we will take care of the CAMA portion as an LOR or Minor Mod as appropriate. I do not think I need
CAMA to be express unless I get into a real time crunch with the Asphalt Trucks already being loaded onto the barge!
Looking forward to meeting you. I have a meeting on Bald Head Island next Friday, March 3 with the State Property
Office and State Parks people, but other than that I am mostly clear for the scoping/submittal meeting. We will need to
check David Sawyer's schedule,CEO of the Bald Head Island Club. His project manager Matt is probably a bit more
flexible on time if David has scheduled events on island.
Bruce
Bruce Marek, P.E.
5489 Eastwind Rd
Wilmington, NC 28403
910-799-9245
Cell 910-228-2484
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