SW8070801_Historical File_20200806

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ROY COOPER l vi
Governor
MICHAEL S.REGAN
Secretary ` 4*Quv.v'`- •
BRIAN WRENN NORTH CAROLINA
Director Environmental Quality
August 6,2020
Bald Head Island Limited,LLC
Attn: Charles A.Paul,HE,Managing Member
P.O.Box 3069
Bald Head Island,NC 28461
Subject: State Stormwater Management Permit No.SW8 070801
Swan's Quarter
High Density Project
Brunswick County
Dear Mr.Paul:
The Wilmington Regional Office received a complete,modified State Stormwater Management Permit
Application for the subject project on July 28,2020. Staff review of the plans and specifications has determined
that the project,as proposed,complies with the Stormwater Regulations set forth in Title 15A NCAC 02H.1000
(1995 Rules)as amended on January 1, 2017(2017 Rules). We are hereby forwarding modified Permit No. SW8
070.01 dated August 6,2020,for the construction of the built-upon areas(BUA)and stormwater control
measures(SCMs)associated with the subject project.
This permit shall be effective from the date of issuance until September 17,2029 and the project shall be subject
to the conditions and limitations as specified therein and does not supersede any other agency permit that may be
required.Failure to comply with these requirements will result in future compliance problems.Please note that
this permit is not transferable except after notice to and approval by the Division.
Please refer to Attachment C for a detailed description of the current proposed major modification and a list of all
the past modifications approved during the effective period of the permit.
This cover letter,attachments,and all documents on file with DEMLR shall be considered part of this permit and
is herein incorporated by reference.Please add the attached plans to the previously approved plan set. Please
add the modified application (SWU-101), supplement, operation and maintenance agreement documenting Phase
1 to the previously approved versions now documenting Phase 2.
If any parts,requirements,or limitations contained in this permit are unacceptable,you have the right to request
an adjudicatory hearing by filing a written petition with the Office of Administrative Hearings(OAH). The
written petition must conform to Chapter 150B of the North Carolina General Statutes and must be filed with the
OAH within thirty(30)days of receipt of this permit. You should contact the OAH with all questions regarding
the filing fee(if a filing fee is required)and/or the details of the filing process at 6714 Mail Service Center,
Raleigh,NC 27699-6714,or via telephone at 919-431-3000, or visit their website at www.NCOAH.com.Unless
such demands are made this permit shall be final and binding.
If you have any questions concerning this permit,please contact Garrett Zorda in the Wilmington Regional
Office, at(910) 796-7215 or [e-mail].
Sincerely,
Brian Wrenn,Director
Division of Energy, Mineral and Land Resources
Enclosures: Attachment A—Designer's.Certification Form
Attachment C—Permitting History
Application Documents
DES/gdz:\\\Stormwaterr\Permits&Projects\2007\070801 HD\2020 08 permit 070801
North Carolina Department of Environmental Quality ± Division of Energy,Mineral and Land Resources
Wilmington Regional Office i27 Cardinal Drive Extension : Wilmington.North Carolina 28405
asi.o+w L
u.1.14xaaOnaltW 910.796.7215

State Stormwater Permit No. SW8 070801
Page 2 of 2
cc: Bruce Marek,PE
Brunswick County Engineering
Wilmington Regional Office Stormwater File

State Stormwater Management
Permit No. SW8 070801
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In compliance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations promulgated and adopted by the North
Carolina Environmental Management Commission, including 15A NCAC 02H.1000 (1995 Rules) as
amended on January 1, 2017 (2017 Rules) (collectively, the "stormwater rules"),
PERMISSION IS HEREBY GRANTED TO
Bald Head Island Limited, LLC
Swan's Quarter
281 South Bald Head Wynd, Bald Head Island, Brunswick County
FOR THE
construction, management, operation and maintenance of built-upon area (BUA) draining to six (6)
infiltration basins ("stormwater control measures" or"SCMs") proposed for the initial site layout,
Phase 1, and eight (8) infiltration basins proposed for the final site layout, Phase 2, as outlined in the
application, approved stormwater management plans, supplement, calculations, operation and
maintenance agreement, recorded documents, specifications, and other supporting data (the
"approved plans and specifications") as attached and/or on file with and approved by the Division of
Energy, Mineral and Land Resources (the "Division" or"DEMLR"). The project shall be constructed,
operated and maintained in accordance with these approved plans and specifications. The approved
plans and specifications are incorporated by reference and are enforceable part of this permit.
This permit shall be effective from the date of issuance until September 21, 2029 and shall be subject
to the following specified conditions and limitations. The permit issued shall continue in force and
effect until the permittee files a request with the Division for a permit modification, transfer, renewal, or
rescission; however, these actions do not stay any condition. The issuance of this permit does not
prohibit the Director from reopening and modifying the permit, revoking and reissuing the permit, or
terminating the permit for cause as allowed by the laws, rules, and regulations contained in Title 15A
NCAC 2H.1000 and NCGS 143-215.1 et.al.
1. APPLICABLE RULES (Phase 1). The drainage areas and/or SCMs identified as Drainage Area
#1, Drainage Area#2, Drainage Area #6, Drainage Area #7 and Drainage Area#8 are subject to
the 1995 Rules specific conditions listed herein. The SCM identified as Infiltration Basin 3-4-5
Interconnected is subject to the 2017 Rules specific conditions listed herein.
2. APPLICABLE RULES (Phase 2). The drainage areas and/or SCMs identified as Drainage Area
#1, Drainage Area#2, Drainage Area#3, Drainage Area #4, Drainage Area #5, Drainage Area
#6, Drainage Area#7 and Drainage Area#8 are subject to the 1995 Rules specific conditions
listed herein.
3. PROJECT PHASES. This project is approved to be developed in two phases, Phase 1 and Phase
2, as described throughout this permit. At such time that the permittee desires to transition from
Phase 1 to Phase 2, as previously approved on September 21, 2007, a minor modification shall
be submitted.
Page 1 of 6

State Stormwater Management
Permit No. SW8 070801
4 BUA REQUIREMENTS. The maximum amount of BUA allowed for the entire project is 61,156
square feet. The runoff from all BUA within the permitted drainage areas of this project must be
directed into the permitted SCMs. The BUA requirements and allocations for this project are as
follows:
a. SCM BUA LIMITS (Phase 1). The SCMs labeled Infiltration Basin #1, Infiltration Basin #2,
Infiltration Basin 3-4-5 Interconnected, Infiltration Basin #6, Infiltration Basin #7, and
Infiltration Basin #8 have been designed using the runoff treatment method to handle the
runoff from 8,768 square feet, 8,371 square feet, 24,467 square feet, 5,953 square feet,
13,021 square feet and 576 square feet of BUA, respectively, within the delineated drainage
areas. The BUA for future development within the drainage areas to the SCMs labeled
Infiltration Basin 3-4-5 Interconnected is limited to 11,119 square feet. This permit does not
provide any allocation of BUA for future development within the delineated drainage areas
labeled Infiltration Basin #1, Infiltration Basin#2, Infiltration Basin #6, Infiltration Basin #7,
and Infiltration Basin #8.
b. SCM BUA LIMITS (Phase 2). The SCMs labeled Infiltration Basin #1, Infiltration Basin #2,
Infiltration Basin 3, Infiltration Basin #4, Infiltration Basin #5, Infiltration Basin #6, Infiltration
Basin #7, and Infiltration Basin #8 have been designed using the runoff treatment method to
handle the runoff from 8,768 square feet, 8,371 square feet, 10,142 square feet, 4,776
square feet, 9,549 square feet, 5,953 square feet, 13,021 square feet and 576 square feet of
BUA, respectively, within the delineated drainage areas. This permit does not provide any
allocation of BUA for future development within the delineated drainage area(s).
5. PERVIOUS AREA IMPROVEMENTS. At this time, none of the pervious area improvements listed
in G.S. 143-214.7(b2) or the Stormwater Design Manual have been proposed for this project.
Pervious area improvements will be allowed in this project if documentation is provided
demonstrating those improvements meet the requirements of the stormwater rule.
6. SCM REQUIREMENTS. The SCM requirements for this project are as follows:
a. SCM DESIGN (2017 Rules). The SCM labeled Infiltration Basin 3-4-5 Interconnected
(Phase 1) is permitted based on the design criteria presented in the sealed, signed and
dated supplement and as shown in the approved plans and specifications. This SCM must
be provided and maintained at the design condition.
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State Stormwater Management
Permit No. SW8 070801
b. SCM DESIGN (1995 Rules). The SCMs labeled Infiltration Basin #1, Infiltration Basin #2,
Infiltration Basin 3 (Phase 2), Infiltration Basin #4 (Phase 2), Infiltration Basin #5 (Phase 2),
Infiltration Basin #6, Infiltration Basin #7, and Infiltration Basin #8 are permitted based on the
following design criteria and as shown in the approved plans and specifications. These
SCMs must be provided and maintained at the design condition.
Basin 1 Basin 2 Basin 3 Basin 4 Basin 5 Basin 6 Basin 7 Basin 8
a. Drainage Area, ac: 0.55 0.309 0.60 0.279 0.461 0.324 0.614 0.118
(1) Onsite, ft2: 23,761 13,452 26,156 12,161 20,086 14,135 26,755 5,131
(2) Offsite, ft2: 0 0 0 0 0 0 0 0
b. Total Impervious
Surfaces, ft2: 8,768 8,371 10,142 4,776 9,549 5,953 13,021 576
(1) Buildings ft2: 5,023 0 9,038 4,447 4,591 4,447 9,038 576
(2) Roads/Parking, 3,745 8,371 1,104 329 4,958 1,506 3,983 0
c. Design Storm, inches: 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5
d. Basin Depth, feet: 1 1 1 1 1 1 1 1
e. Bottom Elevation,
FMSL: 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
f. Permitted Surface Area at 1,295 1,188 1,500 576 1,086 936 2,000 128
Bottom, ft2:
g. Permitted Storage 1'551 1,407 1,725 786 1,518 1,133 2,150 176
Volume, ft3:
h. Storage/Bypass N/A* N/A* N/A* N/A* N/A* N/A* N/A* N/A*
Elevation, FMSL:
i. Type of Soil: Fine Fine Fine Fine Fine Fine Fine Fine
Sand Sand Sand Sand Sand Sand Sand Sand
j. Expected Infiltration Rate, 20 20 20 20 20 20 20 20
in/hr:
k. Seasonal High Water 2.43 2.45 2.47 2.20 2.17 2.00 2.10 2.50
Table, FMSL:
I. Time to Draw Down, 0.439 0.518 0.522 0.639 0.663 0.486 0.489 0.454
hours:
m. Receiving Stream/River Atlantic Atlantic Atlantic Atlantic Atlantic Atlantic Atlantic Atlantic
Basin: Ocean/ Ocean/ Ocean/ Ocean/ Ocean/ Ocean/ Ocean/ Ocean/
Cape Cape Cape Cape Cape Cape Cape Cape
Fear Fear rear Fear Fear Fear Fear Fear
n. Stream Index Number: 99-(3) 99-(3) 99-(3) 99-(3) 99-(3) 99-(3) 99-(3) 99-(3)
o. Classification of Water SB SB SB SB SB SB SB SB
Body:
* Non-discharging infiltration basin.
c. PRETREATMENT. The following pretreatment device(s) has (have) been provided to
prevent clogging in the infiltraion SCMs: gravel verges.
7. STORMWATER OUTLETS. This project does not propose any discharge points and therefore will
not have the opportunity to cause erosion during the 10-year storm event.
8. VEGETATED SETBACKS. A 50-foot wide vegetative setback must be provided and maintained
in grass or other vegetation adjacent to all surface waters as shown on the approved plans. The
setback is measured horizontally from the normal pool elevation of impounded structures, from
the top of bank of each side of streams or rivers, and from the mean high waterline of tidal
waters, perpendicular to the shoreline.
a. BUA IN THE VEGETATED SETBACK. BUA may not be added to the vegetated setback
except as shown on the approved plans.
b. RELEASE OF STORMWATER NOT TREATED IN AN SCM. Stormwater that is not treated
in an SCM must be released at the edge of the vegetated setback and allowed to flow
through the setback as dispersed flow.
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State Stormwater Management
Permit No. SW8 070801
9. RECORDED DOCUMENT REQUIREMENTS. The stormwater rules require the following
documents to be recorded with the Office of the Register of Deed.
a. ACCESS AND/OR EASEMENTS. The entire stormwater conveyance system, including any
SCMs, and maintenance accesses must be located in public rights-of-way, dedicated
common areas that extend to the nearest public right-of-way, and/or permanent recorded
easements that extend to the nearest public right-of-way for the purpose of inspection,
operation, maintenance, and repair.
b. OPERATION AND MAINTENANCE AGREEMENT. The operation and maintenance
agreement must be recorded with the Office of the Register of Deeds.
c. FINAL PLATS. The final recorded plats must reference the operation and maintenance
agreement and must also show all public rights-of-way, dedicated common areas, and/or
permanent drainage easements, in accordance with the approved plans.
d. DEEDS. The permittee shall record deed restrictions and protective covenants
prior to the issuance of a certificate of occupancy to ensure the permit conditions and the
approved plans and specifications are maintained in perpetuity.
10. CONSTRUCTION. During construction, erosion shall be kept to a minimum and any eroded areas
of the on-site stormwater system will be repaired immediately.
a. PROJECT CONSTRUCTION, OPERATION AND MAINTENANCE. During construction, all
operation and maintenance for the project shall follow the Erosion Control Plan requirements
until the Sediment-Erosion Control devices are converted to SCMs or no longer needed.
Once the device is converted to a SCM, the permittee shall provide and perform the
operation and maintenance as outlined in the applicable section below.
b. SCM RESTORATION. If one or more of the SCMs are used as an Erosion Control device
and/or removed or destroyed during construction, it must be restored to the approved state
stormwater design condition prior to close-out of the erosion control plan and/or project
completion and/or transfer of the state stormwater permit. Upon restoration, a new or
updated certification will be required for the SCM(s) and a copy must be submitted to the
appropriate DEQ regional office.
11 MODIFICATIONS. No person or entity, including the permittee, shall alter any component shown
in the approved plans and specifications. Prior to the construction of any modification to the
approved plans, the permittee shall submit to the Director, and shall have received approval for
modified plans, specifications, and calculations including, but not limited to, those listed below.
For changes to the project or SCM that impact the certifications, a new or updated
certification(s), as applicable, will be required and a copy must be submitted to the appropriate
DEQ regional office upon completion of the modification.
a. Any modification to the approved plans and specifications, regardless of size including the
SCM(s), BUA, details, etc.
b. Redesign or addition to the approved amount of BUA or to the drainage area.
c. Further development, subdivision, acquisition, lease or sale of any, all or part of the project
and/or property area as reported in the approved plans and specifications.
d. Altering, modifying, removing, relocating, redirecting, regrading, or resizing of any
component of the approved SCM(s), stormwater collection system and/or vegetative
conveyance shown on the approved plan.
e. The construction of any allocated future BUA.
f. The construction of any permeable pavement, #57 stone area, public trails, or landscaping
material to be considered a permeable surface that were not included in the approved plans
and specifications.
g. Other modifications as determined by the Director.
Page 4 of 6

State Stormwater Management
Permit No. SW8 070801
12. DESIGNER'S CERTIFICATION. Upon completion of the project, the permittee shall determine if
the project is in compliance with the approved plans and take the necessary following actions:
a. If the permittee determines that the project is in compliance with the approved plans, then
within 45 days of completion, the permittee shall submit to the Division one hard copy and
one electronic copy of the following:
i. The completed and signed Designer's Certification provided in Attachment A
noting any deviations from the approved plans and specifications. Deviations
may require approval from the Division;
ii. A copy of the recorded operation and maintenance agreement;
iii. Unless already provided, a copy of the recorded deed restrictions and
protective covenants; and
iv. A copy of the recorded plat delineating the public rights-of-way, dedicated
common areas and/or permanent recorded easements, when applicable.
b. If the permittee determines that the project is not in compliance with the approved plans, the
permittee shall submit an application to modify the permit within 30 days of completion of the
project or provide a plan of action, with a timeline, to bring the site into compliance.
13. OPERATION AND MAINTENANCE. The permittee shall provide and perform the operation and
maintenance necessary, as listed in the signed operation and maintenance agreement, to
assure that all components of the permitted on-site stormwater system are maintained at the
approved design condition. The approved operation and maintenance agreement must be
followed in its entirety and maintenance must occur at the scheduled intervals.
a. CORRECTIVE ACTIONS REQUIRED. If the facilities fail to perform satisfactorily, the
permittee shall take immediate corrective actions. This includes actions required by the
Division and the stormwater rules such as the construction of additional or replacement on-
site stormwater systems. These additional or replacement measures shall receive a permit
from the Division prior to construction.
b. MAINTENANCE RECORDS. Records of maintenance activities must be kept and made
available upon request to authorized personnel of the Division. The records will indicate the
date, activity, name of person performing the work and what actions were taken.
14. PERMIT RENEWAL. A permit renewal request must be submitted at least 180 days prior to the
expiration date of this permit. The renewal request must include the appropriate application,
documentation and the processing fee as outlined in 15A NCAC 02H.1045(3).
15. CURRENT PERMITTEE NAME OR ADDRESS CHANGES. The permittee shall submit a
completed Permit Information Update Application Form to the Division within 30 days to making
any one or more of the following changes:
a. A name change of the current permittee;
b. A name change of the project;
c. A mailing address change of the permittee.
16. TRANSFER. This permit is not transferable to any person or entity except after notice to and
approval by the Director. Neither the sale of the project and/or property, in whole or in part, nor
the conveyance of common area to a third party constitutes an approved transfer of the permit.
a. TRANSFER REQUEST. The transfer request must include the appropriate application,
documentation and the processing fee as outlined in 15A NCAC 02H.1045(2) and must be
submitted upon occurrence of any one or more of the following events;
i. The sale or conveyance of the project and/or property area in whole or in part;
ii. Dissolution of the partnership, corporate, or LLC entity, subject to NCGS 55-14-05
or NCGS 57D-6-07 and 08;
iii. Bankruptcy;
iv. Foreclosure, subject to the requirements of Session Law 2013-121;
b. TRANSFER INSPECTION. Prior to transfer of the permit, a file review and site inspection
will be conducted by Division personnel to ensure the permit conditions have been met and
that the project and the on-site stormwater system complies with the permit conditions.
Records of maintenance activities performed to date may be requested. Projects not in
compliance with the permit will not be transferred until all permit and/or general statute
conditions are met.
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State Stormwater Management
Permit No. SW8 070801
17 COMPLIANCE. The permittee is responsible for complying with the terms and conditions of this
permit and the approved plans and specifications until the Division approves the transfer
request.
a. REVIEWING AND MONITORING FOR COMPLIANCE. The permittee is responsible for
verifying that the proposed BUA within each drainage area and for the entire project does
not exceed the maximum amount allowed by this permit. The permittee shall review and
routinely monitor the project to ensure continued compliance with the conditions of the
permit, the approved plans and specifications.
b. APPROVED PLANS AND SPECIFICATIONS. A copy of this permit, approved plans,
application, supplement, operation and maintenance agreement, all applicable recorded
documents, and specifications shall be maintained on file by the permittee at all times.
c. DIVISION ACCESS. The permittee grants Division Staff permission to enter the property
during normal business hours to inspect all components of the permitted project.
d. ENFORCEMENT. Any individual or entity found to be in noncompliance with the provisions
of a stormwater management permit or the requirements of the stormwater rules is subject to
enforcement procedures as set forth in NCGS 143 Article 21.
e. OBTAINING COMPLIANCE. The Director may notify the permittee when the permitted site
does not meet one or more of the minimum requirements of the permit. Within the time
frame specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee shall provide
copies of modified plans and certification in writing to the Director that the changes have
been made.
f. OTHER PERMITS. The issuance of this permit does not preclude the permittee from
obtaining and complying with any and all other permits or approvals that are required for this
development to take place, as required by any statutes, rules, regulations, or ordinances,
which are imposed by any other Local, State or Federal government agency having
jurisdiction. Any activities undertaken at this site that cause a water quality violation or
undertaken prior to receipt of the necessary permits or approvals to do so are considered
violations of NCGS 143-215.1, and subject to enforcement procedures pursuant to NCGS
143-215.6.
Permit modified and reissued this the 6Th day of August 2020.
NORTH CAROLINA ENVIRONMENT L MANAGEMENT COMMISSION
C]a
Brian Wrenn, Dir ctor
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Permit Number SW8 070801
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State Stormwater Management
Permit No. SW8 070801
Attachment A
Certification Forms
The following blank Designer Certification forms are included and specific for this project:
• As-Built Permittee Certification
• As-Built Designer's Certification General MDC
• As-Built Designer's Certification for Infiltration Project
A separate certification is required for each SCM. These blank certification forms may be copied and
used, as needed, for each SCM and/or as a partial certification to address a section or phase of the
project.
Page 1 of 1

State Stormwater Management
Permit No. SW8 070801
AS-BUILT PERMITTEE CERTIFICATION
I hereby state that I am the current permittee for the project named above, and I certify by my
signature below, that the project meets the below listed Final Submittal Requirements found in NCAC
02H.1042(4) and the terms, conditions and provisions listed in the permit documents, plans and
specifications on file with or provided to the Division.
IU Check here if this is a partial certification. Section/phase/SCM #?
Check here if this is part of a Fast Track As-built Package Submittal.
Printed Name Signature
, a Notary Public in the State of
County of , do hereby certify that
personally appeared before me this day of , 20
and acknowledge the due execution of this as-built certification. (SEAL)
Witness my hand and official seal
My commission expires
ettid
Peernitieoe's Certif do n NCAC .1042(4) I rorri
Provided AUA
A. DEED RESTRICTIONS I BUA RECORDS
1. The deed restrictions and protective covenants have been recorded Y or N
and contain the necessary language to ensure that the project is
maintained consistent with the stormwater regulations and with the
permit conditions.
2. A copy of the recorded deed restrictions and protective covenants Y or N
has been provided to the Division.
3. Records which track the BUA on each lot are being kept. (See Note Y or N
1)
B. MAINTENANCE ACCESS
1. The SCMs are accessible for inspection, maintenance and repair. Y or N _
2. The access is a minimum of 10 feet wide. Y or N
3. The access extends to the nearest public right-of-way. Y or N
C. EASEMENTS
1. The SCMs and the components of the runoff collection /conveyance Y or N
system are located in recorded drainage easements.
2. A copy of the recorded plat(s) is provided. Y or N
D. SINGLE FAMILY RESIDENTIAL LOTS -Plats for residential lots that Y or N
have an SCM kiciude the followir g:
1. The specific location of the SCM on the lot. Y or N
2. A typical detail for the SCM. Y or N
3. A note that the SCM is required to meet stormwater regulations and
that the lot owner is subject to enforcement action as set forth in Y or N
NCGS 143 Article 21 if the SCM is removed, relocated or altered
without prior approval.
E. OPERATION AND MAINTENANCE AGREEMENT Y or N
1. The O&M Agreement is referenced on the final recorded plat. Y or N
2. The O&M Agreement is recorded with the Register of Deeds and Y or N
a•pears in the chain of title.
f. 0.. TION AND MAINTENANCE PLAN —maintenance records are
being kept in a known set locatiorr for each SCM and are available for Y or N
review.
G. DESIGNER'S CERTIFICATION FORM —has been prcMed to the Y or N
Div�st37t.
Page 1 of 6

State Stormwater Management
Permit No. SW8 070801
Note 1-Acceptable records include ARC approvals, as-built surveys, and county tax records.
Provide an explanation for every requirement that was not met, and for every "N/A" below. Attach
additional sheets as needed.
Page 2 of 6

State Stormwater Management
Permit No. SW8 070801
AS-BUILT DESIGNER'S CERTIFICATION GENERAL MDC
I hereby state that I am a licensed professional and I certify by my signature and seal below, that
have observed the construction of the project named above to the best of my abilities with all due care
and diligence, and that the project meets the below listed General MDC found in NCAC 02H.1050 in
accordance with the permit documents, plans and specifications on file with or provided to the
Division, except as noted on the "AS-BUILT" drawings, such that the intent of the stormwater rules
H
and statutes has been preserved.
Check here if this is a partial certification. Section/phase/SCM #?
Check here if this is a part of a Fast-Track As-Built Package Submittal per .1044(3).
Check here if the designer did not observe the construction, but is certifying the project.
Check here if pictures of the SCM are provided.
Printed
Name Signature
NC Registration
Number Date
Consultant's Mailing Address:
SEAL:
City/State/ZIP
Phone Number
Consultant's Email address:
i0 Circle N if the as-built value differs from the Plan. If N is circled, provide an explanation on Page 2.
ON/E = not evaluated (provide explanation on page 2) OO N/A= not applicable to this SCM or project.
Consu ntt's Certification mcn .1003((3)&General ADC ®As-milt CDN/E I t)N/A
.1050
A. TREATMENT REQUIREMENTS
1. The SCM achieves runoff treatment. Y or N _
2. The SCM achieves runoff volume match. Y or N _
3. Runoff from offsite areas and/or existing BUA is Y or N
bypassed.
4. Runoff from offsite areas and/or existing BUA is directed Y or N
into the permitted SCM and is accounted for at the full
build-out potential.
5. The project controls runoff through an offsite permitted Y or N
SCM that meets the requirements of the MDC.
6. The net area of new BUA increase for an existing project Y or N
has been accounted for at the appropriate design storm
level.
7. The SCM(s) meets all the specific minimum design Y or N
criteria_
B. VEGETATED SETBACKS/BUA ..
1. The width of the vegetated setback has been measured Y or N
from the normal pool of impounded waters, the MHW
line of tidal waters, or the top of bank of each side of
rivers or streams.
2. The vegetated setback is maintained in grass or other Y or N
vegetation.
3. BUA that meets the requirements of NCGS 143-214.7 Y or N
(b2)(2) is located in the setback.
Page 3 of 6

State Stormwater Management
Permit No. SW8 070801
4. BUA that does not meet the requirements of NCGS 143- Y or N
214.7 (b2)(2) is located within the setback and is limited
to:
a. Publicly funded linear projects (road, greenway
sidewalk)
b. Water-dependent structures
c. Minimal footprint uses (utility poles, signs, security
lighting and appurtenances)
5. Stormwater that is not treated in an SCM is released at Y or N
the edge of the setback and allowed to flow through the
setback as dispersed flow.
I )As-built ()N1E HIV/A
C. STORII1WATER OUTLETS—the outlet handles the peak Y or N
flow from the 10 ye storm 11.ith no downslope erosion.
D. VARIATIONS
1. A variation (alternative) from the stormwater rule Y or N
provisions has been implemented.
2. The variation provides equal or better stormwater control Y or N
and a ual or betterpprotection of surface waters.
E. CC A WITH OTIJ2R REGULATORY PROGRAMS
had!fin met. Y or
F. SD3f13-the volume of the SCM takes the runoff from WI
surfaces into account and i sufficient to handles the required Y or N
storm th.
G. CONTAMINATED SOILS—infiltrating SCI.rs are not Y or N
located in or on areas with contaminated soils.
H. SIDE SLOPES
1. Vegetated side slopes are no steeper than 3H:1V. Y or N
2. Side slopes include retaining walls, gabion walls, or Y or N
other surfaces that are steeper than 3H:1 V.
3. Vegetated side slopes are steeper than 3H:1 V (provide Y or N
supporting documents for soils and vegetation).
I. EROSION PROTECTION
1. The inlets do not cause erosion in the SCM. Y or N
2. The outlet does not cause erosion downslope of the Y or N
discharge point during the peak flow from the 10 year
storm.
•
J. EXCESS FLOWS—An overflow I bypass has been Y su N
rovided.
IC EWATERING—A method to drawdown standing water has Y or N.
been vided to facilitate maintenance and inspection.
L. CLEA AFTER CONSTRUCTION—the SMhhas been Y or N
cleaned out and converted to its approved dasign state.
.. .
M. MAINTENANCE ACCESS r
1. The SCM is accessible for maintenance and repair. Y or N
2. The access does not include lateral or incline slopes Y or N
>3:1.
N. DESIGNER QUALIFICATIONS(FAST-TRACK PERMIT)—
The desVier is licensed under Chapters 82A, 89C, 89E, or Y or N
89F of the General Statutes.
Provide an explanation for every MDC that was not met, and for every item marked "N/A" or"N/En,
below. Attach additional pages as needed:
Page 4 of 6

State Stormwater Management
Permit No. SW8 070801
AS-BUILT DESIGNER'S CERTIFICATION FOR INFILTRATION PROJECT
I hereby state that I am a licensed professional and I certify by my signature and seal below, that I
have observed the construction of the project named above to the best of my abilities with all due care
and diligence, and that the project meets all of the MDC found in NCAC 02H.1051 in accordance with
the permit documents, plans and specifications on file with or provided to the Division, except as
noted on the "AS-BUILT" drawings, such that the intent of the stormwater rules and the general
statutes has been preserved.
_ Check here if this is a partial certification. Section/phase/SCM #?
_ Check here if this is a part of a Fast-Track As-Built Package Submittal per .1044(4).
_ Check here if the Designer did not observe the construction, but is certifying the project.
Check here if pictures of the SCM are provided.
Printed
Name Signature
NC Registration Number Date
Consultant's Mailing Address:
SEAL:
City/State/ZIP
Phone Number
Consultant's Email address:
O Circle N if the as-built value differs from the Plan. If N is circled, provide an explanation on Page 2.
OO N/E = not evaluated (provide explanation on page 2) OO N/A= not applicable to this project or SCM
This Certification must be completed in conjunction with the General MDC certification under NCAC
02H.1050
Consultant's Certification (MDC .1051) ' (DA iIrt CLIN/E ON/A
A. Inlets 1 P 1 Desk Depths I Elevations_
1. Inlets are located per the approved plans. Y or N
2. Pretreatment measures are provided? (Rooftop runoff Y or N
does not require pre-treatment)
3. BASIN only—the area and depth of the basin is consistent
with the approved plans
4. TRENCH only-the provided width, length and height of the
trench are consistent with the approved plan.
5. TRENCH only-the provided length and size of the
perforated pipe is consistent with the approved plan.
6. The bottom elevation of the basin /trench is consistent
with the approved plans.
7. The bypass elevation is consistent with the approved plan.
8. The overflow elevation is consistent with the approved
plan.
B. Soils 1 HWT I Subgrade
1. The hydraulic properties of the insitu soils are in Y or N
accordance with the soils report.
2. The lowest point of the infiltration system is a minimum of Y or N
2 feet above the SHWT.
3. If separation to the SHWT is less than 1 foot, the water Y or N
table draws down to its pre-storm level within 72 hours.
4. The slope of the soil subgrade is <= 2%. Y or N
C. DraVitkriill Tine
Page 5 of 6

State Stormwater Management
Permit No. SW8 070801
1. The system dewaters within 72 hours? Y or N
2. The Insitu soils were removed and replaced with suitable Y or N
infiltration media to achieve the 72 hour drawdown.
MAs-built ON/E ®N/A
D. Observation PDrt for urderground serge** a ri nUm of
ono in port has been provided.
Y or >
Provide an explanation for every MDC that was not met, and for every item marked "N/A" or"N/E",
below. Attach additional pages as needed:
Page 6 of 6

State Stormwater Management
Permit No. SW8 070801
Attachment C-Permitting History
Swan's Quarter
Permit No. SW8 070801
Approval
Permit Action BIMS Description of the Changes
Date Version
Original Approved a total of eight(8) infiltration basins to
9/21/2007 Approval 1.0 treat the runoff from a total of 61,156 square feet of
BUA.
7/19/2017 Renewal 2.0 Renewed the permit with a new expiration date of
September 21,2029.No changes proposed.
Modified the permit to include two(2) "phases" in
order to include a temporary cart parking area.Phase
1 includes the temporary parking area and
interconnects Infiltration Basins#3,4 and 5 to act as
8/06/2020 Major 2 1 a single infiltration basin.The other Infiltration
Modification basins remain unchanged. Phase 2 reverts the project
back to the September 21,2007 approved design.
Once it is desired to transition to Phase 2, a minor
modification will need to be submitted to document
the phase transition.
Page 1 of 1

Burd, Tina J
From: Burd,Tina J
Sent: Monday,August 10, 2020 1:23 PM
To: '[e-mail]'; '[e-mail]'; '[e-mail]'
Subject: SW8 070801 - Swan's Quarter
Attachments: SW8 070801 - Swan's Quarter.pdf
The Wilmington Regional Office of the Division of Energy, Mineral and Land Resources(Stormwater Section)completed
their review of the Express Stormwater Permit Application for the subject project.Attached is the cover letter and
permit issued on August 6, 2020 that will be mailed separately,along with any other supporting documents.
Please direct any questions to your reviewer.
DO NOT RESPOND TO THIS EMAIL.
Best Regards,
Tina Burd
Administrative Associate II
Wilmington Regional Office
Division of Environmental Assistance&Customer Service
Phone [phone]
NCDEQ
Wilmington Regional Office
127 Cardinal Drive Ext.
Wilmington, NC 28405
Email oorFesponciefyoe to and from this address i,: m,-t to the
North varoi na Public Records Law and fray hr. t'. '•e to third parties.
1

DEMLR USE ONLY
Date s: ceiv d Fee Paid Permit Number
a54 ° 17AD 4 400D— sw g o-75 ) (
Applicable R Coastal SW-1995 0 Coastal SW-2008 ❑Ph II-Post Construction
(select all that apply) 0 Non-Coastal SW-HQW/ORW Waters 0 Universal Stormwater Management Plan
❑Other WQ Mgmt Plan:
State of North Carolina
4`..!
Department of Environment and Natural Resources
14 Division of Energy,Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT APPLICATION FORS -'
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Project Name(subdivision,facility,or establishment name-should be consistent with project name on plans,`,,,
specifications,letters,operation and maintenance agreements,etc.):
(Bald Head Island Limited,LLC) 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.
IL PERMIT INFORMATION:
1.a.Specify whether project is(check one): ❑New ®Modification ❑Renewal w/ Modificationt
tRenewals with modifications also requires SWU-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: ZNot 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):
[LAMA 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 permitCAMA Major 121-07
5. Is the project located within 5 miles of a public airport? ZNo Dies '� ""' •
Form SWU-101 Version Oct.31,2013 Page 1 of 6 JUN Z 5
BY.

If yes,see S.L.2012-200,Part VI:http://portal.ncdenr.org/web/lr/rules-and-regulations
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 Limited,LLC
Signing Official&Title:Charles A.Paul,III Managing Member
b.Contact information for person listed in item la above:
Street Address:
City:Bald Head Island State:NC Zip:28461
Mailing Address(if applicable):P.O.Box 3069
City:Bald Head Island State:NC Zip:28461
Phone: (910 ) 457-5000 Fax: ( )
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: 1 )
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:Bill Mack
Signing Official&Title:Bald Head Island Limited Planning Department
b.Contact information for person listed in item 3a above:
Mailing Address:P.O.3069
City:Bald Head Island State:NC Zip:28403
Phone: (910 ) 477-7057 cell Fax: ( )
Email:[e-mail]
4. Local jurisdiction for building permits:Village of Bald Head Island
Point of Contact Stephen Boyett Phone#: 910 ■_ AC.
. .,
I
JUN 2 5 2020
Form SWU-101 Version Oct.31,2013 Page 2 of 6
BY

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 be treated in
8 infiltration basins w/vegetated swales for conveyance where applicable.Orig SO burned down in appx1993
This minor mod is to temporarily let BHI Club build a golf cart parking lot at DA4,3&5 for their new pools.
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:3.25 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':3.25 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
(MHVV)line,and coastal wetlands landward from the NHW(or MHVV)line. The resultant project area is used to
calculate overall percent built upon area(BLIA). 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 =61156/141637=43.2%
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.
Basin Information Drainage Area T Drainage Area Drainage Area T Drainage Area_
Receiving Stream Name Atlantic Ocean See Supplement OrigPermit Total
Stream Class * SB Sheets 3a&3b SB
Stream Index Number* 99-3 seal date 6-17-20 99-3
Total Drainage Area(sf) 141,637 sf for all 8 DA Info 28156 sf
On-site Drainage Area(sf) 141,637 sf 3a is this Mod 8156 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 4776 sf
%Impervious Area**(total) 43.2% 9-21-07 Permit 17.0%
Impervious' Surface Area Drainage Area T Drainage Area Drainage Area_ Drainage Area_
On-site Buildings/Lots(sf) 19,084 sf <--This Mod 37,160 sf <-9-21-07 Permit
On-site Streets (sf) 15,745 sf 21,296 sf
On-site Parking (sf) 13,348 sf <-Temp Parking in streets
On-site Sidewalks (sf)
Other on-site (sf) 1,860 sf gravel shoulders 2,700 sf
Future(sf) 11,119 sf <-To return2orig 0 sf
Off-site (sf)
Existing BUA***(sf) 9-21-07 Permit
Total (sf): 61,156 sf No BUA Change 61,156 sf
* Stream Class and Index Number can be determined at: http://portal.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 JUN 2 5 020 jj

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*"*Report only that amount of existing BUA that will remain after development.Do not report any existing BUA 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. Flat site with sand infiltration rates in excess of 20"/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 15A 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.
VL 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 docs. 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://portaLncdenr.org/web/wq/ws/su/statesw/forms docs.
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 f j
Form.(if required as per Part VIf below)
3. Original of the applicable Supplement Form(s)(sealed.signed and dated)and O&M
agreement(s)for each BMP. rat / o,v&3y
4. Permit application processing fee of$505 payable to NCDENR.(For an Express review,refer to / -0C2 4M
http://www.envhelp.org/papo express.htnl for information on the Express program /jg C K /q,25*
;i
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for ia0
additional information and to schedule the required application meeting.)
5. A detailed narrative(one to two pages)describing the stormwater treatment/management for�A d
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 1 mile of the site boundary,include the1
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: E
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
waters,and any coastal wetlands landward of the MHW or NHW lines.
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.
L 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 itz
qualified person. Provide documentation of qualifications and identify the person who AUN ',
made the determination on the plans. 5
n. Existing drainage(including off-site),drainage easements,pipe sizes,runoff calculations8r 1
a Drainage areas delineated(included in the main set of plans,not as a separate document).
Form SWU-10l 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 4I pjT
elevations in addition to depths)as well as a map of the boring locations with the existing 3"6
elevations and boring logs.Include an 8.5"x11"copy of the NRCS County Soils map with the
project area dearly 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].) r� Q6(a93
10. A copy of the most current property deed.Deed book:01277 Page No:0598 7/5- JR!G.V/ii ,Qizio
11. For corporations and limited liability corporations(LLC):Provide documentation from the NC p W� H
Secretary of State or other official documentation,which supports the titles and positions held v
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
Iisted in Contact Information,item la) with(print or type name of organization listed in
Contact Information,item la) 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.
ECEiti
11
JUN 2 5 2020
ay:
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 assessment of civil penalties of up to$25,000 per day,pursuant to NCGS 143-215.6.
Signature: Date:
I, ,a Notary Public for the State of ,County of
,do hereby certify that personally appeared
before me this_day of ,and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission expires
X. APPLICANT'S CERTIFICATION
I,(print or type name of person listed in Contact Information,item la)Charles A.Paul,III ,
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 covens will be recorded,and that the proposed project complies with the requirements of the
applicable s under 15A NCAC 2H.1000 and any other applicable state stormwater requirements.
Signature: Date: 6- (7- Z C)
I, Kt4lieviiia IS. 'VAC()` t- ,a Notary Public for theState of Nor )i 1 NA 1 ,County of
NPJW i41zv,D vt✓ ,do hereby certify that (*ad A. Pau 11 III personally appeared
before me this rot day of 0-011,. ,SOW,and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal, 6 ki
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My commission expires May Fi 21)Z3
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2 5 2020
Form SWU-101 Version Oct.31,2013 Page 6 of 6 BY r.

Project Swett()porter,Bald Head Wand,NC &race Meson,P.E.
2020 Malor Modification to Exiefinp SW8-070601 Mod High Density Stommmter Project 5489 EeshNnd Rd. 7/270020
For Temporary God Cart Padding at Drainage Area.3,4,5 Wiminpton,NC 28403
Infitretlon Basin IBM is modified to a vertical anted 1'depth IB In the medians ofthe todstone parking,no charms in volume Ph 9910.799-9245
Infiltration Bain 11338IB5 no charaie in shape or volume.IB5 shifts mac 30'westward on alto.IB 3,IB4 and IB5 met Interconnected wth 4"damasr•equef®fion dose,per plena:invert4.6 FMSL Cell:910-228-2484
ildSbaton Newt fl34"0 Volumes and tend Inipersiouw Pans as NM/Pam*,Now to be interconnected by 4=ONO Ersuarbenon Pate to each otter 1B i 3.4.5
Receiving stream. Mania Ocean stream India 194k Cape pear River Noma Been Classification 58 Waters
On-rite mpavlousAnte Bullrings(Roofines)= 0sgft 0.000 acres
On-site mpavbunAraa Stash= 0 aq ft Q000 acres
Onaae mpavbue Area Padding= 13348 sq fl 0.306 acres
Onaite mcerioue Area Skiewdlu= 0 sq i 0.000 acres
On-site mperviou5Area Future= 11116 sq R 0.255 acres
Other Onatlta Impervious 0 erg ft 0.000 acres
Offa4e mpeMMous Area=
otlienlpaltiella a= _ OssgqR 0.68 acres
2MB7igR Q6a2 4tpw
Ornate Drainage Area= 58385 sgft 1.340 acres
OBate Area=
T Atee= 59e59 0.000 acres
3�BSagR l.&Kf a et
Percent bnpemvbus=bnpervtous(amen Area(ecres)= 41.94 %
Al Ostermffn volume tobe**bided from stormli,ainch event for tat totters,15 inch event being teed ter$li1
Rv=runoff coefficient=storm runoff Moires)lstorm rainfall(Inches)
I=Percent Impervious=Impervious portion of Ma drainage area(acres)/Drainage area(acres)
Rv=0.05♦0.009(11
Rv= 0.05+0.009• 41.9 = 0.427(InM)
Volume to he controlled from the design storm went per Schuster(1987)"Simple Method'
Design rainfall = 1.6(In)
Rv = 0.427(In/ml
Drainage Area = 1.34(acres)
Volume required(d)=reinfel(In)x Rv(IMn)x Drainage Area(acre)x 1/12(feehlnchea)x 43560(sflacre)
Vreq'd = 1.5 0.427 • 1.340 • 1/12 • 43580 = I 3119 oudc feet I Nog:2007 Permit Sum of 3.4-5=3116 cu it per roumargs
Infiltration Basin(Swale)Data: Side Slopes 3 H:1 V for 1133 8 IBS Veracal for IB4
BY Autocad Area too area 2958 at
By Autoaad Area bottom area 4688 of
depth(d) = 1.00 n
El Total Volume by Proposed by Sum of IB3+IB4+IB5 Volumes=I 3822 of I Regd= re c OK-swam volume sufficient design event
Nobt�a because of different elde elope,IB Volume le not same as((Top Area+Bo0om Areag2)Depptthh)
13) iihaliat nee fin iarparky kr.control tens 25 yeaa24 Baktrland fat 1f44 11W etgrm Weak veto f10 dieodfmge
Description AREA C CA .
ImpeMoe Area 0.562 0.95 0.534
Penioua Are 0.778 0.15 0.117
I Sum A= 1.3401 Sum CA= 0.6511
Cwg=Sum CA/Sum A= 0.651 1 1.340 = I 0.485
Q reed for 25 year 24 hr storm event=Cavg x I x A
where: I=Intensity for 25 year-24 hour dorm event In 2007,this was 0.33 in41r 0.399 Mir
A=drainage area= = 1.340 acres
Cave=weighted coefficient of runoff = 0.488
0 regd= 0.486• 0.389 - 1.340 =I 028 ate
Q regd for 100 year 24 hr storm event=Cavg x I x A
where: I=intensity for 100 year-24 hour atom went In 2007,this was 0.40 hlhr = 0.551 tuhr
A=drainage ern= = 1.340 acres
Cave=weighted confident of runoff _ 0.488
Oregd= 0.486• 0.551 • 1.340 =I 0.38 of,
"Rats of infiltration provided by proposed swab: 20 m91r
(2020 Note In 2007 no F.B.was regd=1.0 F.S) 1:1 F.S.
where: I-Deakin lnRbetlon rate dad(Sot Type=Navaho 8 Fripp Sends=Maiibsaach nand) 20 Mir
A=bottom area of swab= 4688 of
Qavet=1A = 20 Whir • 4886 of • 1 ft/12 to • 1 hr/3000sec =I 2.17 cm
Devall= 2.17 der a 0regd= 0.260 cm OK-No Din:lums for 25 yr-24hr storm event
Qwdl= 2.17 der a 0regd= 0.380 cis OK-No Discharge for 100 yr-24hr storm event
Rats of Infiltration provided by proposed swab: 20 inter
(2020 Nola:In 2007 no F.S.wee read=1.0 F.8) 2:1 F.S.
where: I=Design inanition rate of soil(Soil Type=Newhan 8 Fdpp Sands-nnabeach sand) = 10 InMMr
A=bottom arse dmvsb= 4886 of
Qaval=IA = 10 in/hr • 4688 of • 15(12 in • 1 hr/3600am =I 1.08 der
Qavd= 2.17 cis 0 regd= 0.000 de OK-No Discharge for 25 yr-24 hr storm want
Oaval= 2.17 de a Q read= 0.000 et OK-No Matinee for 100 yr-24hr Mann want
C)Check the la yeaf la minute storm want to confirm gapaoIty without gushing system
I=Inbnwty for 10 year-10 minute storm went was 6.3 In/hr In 2007 = 7.99 inn a
A=drainage area= = 1.340 acres
Cave=weighted coefficient of runoff = 0.486
Detenelne discharge rate from 10 year-10 mmuta storm event
010.yrMwgxlxA- 0.466• 7.99 1,34 - cis
Determine discharga volume from 10 year-10 minute storm event - 6�
V 10-yr= 010-yr 10 ndn.duration 60 sedmtn. =I 3122 d
Check available volume of the proposed Infiltration swab:
Vava(=design volume(from part A) =I 3822 of
Vavat= 3822 d a V 10-vr= 3122 of OK-was has adequate capacity for 10-yr went wihoutflusMng
O)Compete int8milon system*memo Sm,to mexkman dmwdown plod of 5 days
T= Volume I Cl avail 1 hr/3800 sec 2007 Permit l 8trnsyon Rate 20 Inlhr
T= Vregd 3119 of / 2.17 cm • 1 hd3600sec = 0.399 houre
V prodded 3822 d / 2.17 ds • 1 hr/3800 sec = 0.489 hours
OK-system draws down In less than 5 days
T d / 1.06 de • 1hr/3800 sec 2020 Initiation Rate with Factor of Safety 0.799 Ithhr
= Vregd 3119 hours
T= Vprovided 3822 d / 1.08 de • 1hr/31300 sec = 0.979 hours
OK-system draws down In less than 5 days
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Project:3W8-0/0501 Swaps Quarter,Bald stead Island,NC Brats Malsk,P.E.
2020 Mats Modification to Dieting SW8-070801 Mod High Density Stermvear Pro)ed 5469 Entun/nd Rd. 7272020
For TemporaryGof Can Perking at Dunne°Areas 3,4,5 Wllminoton,NC28403
!dilution Basin IBM le modl6ed to averted aided 1'depth IS In the medians of the turfetone parking,no change in volume Ph:8910-799-9245
Infiltration Beebe 183 a 1B5 no change h shape or volume.1133 shite eppx 30'westward on site.IB 3,IB4 and IB5 get Interconnected with 4•diameter•equefzelion and.per dens:Invert 4.6 FMSL Ce6 910-228.2484
b lftwetlott ila Weed and tetai Impervious ttaree as 2007 Pent*,Now to be interconnected lay 4"Mae gettatittatien Pipe to We Plaster4&S 0$ 3
Recewonn stream Monte Ocean beam Wes W3;tape Peer Their Basin Burn Clestersehon SS Waters
Onilte Impervious Area Binding.(Rooltne.)= 0 eq ft 0.000 acres
Oneite impervious Area Sheets- Oaq ft 0.000 acres
Oneke Impervious Area Pend..= 4432 sq ft 0.102 acme
On-eke Impervious Area Sidewalks= 0 aq ft 0.000 acres
On-elte Impervious Area Future=
Other Orwle Impervious 5 0 eq ft 0.131 acres
Offete Impervious Area= 0 aq ft 0.000 aces
7etalhrpovtorlcflVs= _ _ 1 0.000 pores
90942 Wk 0238 pass
Oneke Dreher].Area 251561q ft 0.800 aces
Offste Area= 0sg ft 0.000 aces
totelAtea= - aef50 WS -MOO pap
Percent Impervious-hopervleus lacresy Area lades)- 35.83 %
A)Determine voltam to no controlled from stern,(,.a Mat event tor SA waters, event banns rated for SB 3 8C)
Rv=runoff coefficient=storm runoff Moises)/storm rainfall(inched
I=Percent Impervious=Impervious portion ofthe drelnase erea(acres)/Drainage area(acres)
Rv=0.05I.0.008(1)
Rv= 0.05.0.009• 38.8 = 0.400 OMn)
Volume to be controlled from the design storm event per 8ohueler(1987)"8bnde Method'
Design rainfall = 1.5(in)
Rv = 0.400((Mn)
Drainage Area - 0.80(acres)
Volume required(eft-rainfall(In)x Fly(indn)x Drainage Area(acre)x 1/12(feetdnches)x 43560(o/ecre)
Vreq'd - 1.5 • 0.400 • 0.600 • 1/12 • 43560 - I 1305 suds feet.' Note.2097 Permn listed this as 1304 cu ft,per rounding.
Infiltration Bash(Swale)Data: Sale Slopes 3 H:1 V
By Autocad Arse top area 1950 of
By Autecad Area bottom area 1500 of
depth(d) = 1.00 ft
IB Total Volume by Proposed by Autocad Areas=I 1725 cf I Reqd= I 1305 cud.feet) OK-swab volume sufficient for design event
10)Oak ddAbaMtnleaatoraapopsyto control rho nyean26 hour toad IesYr-24tr3 Mons event wltlllmtifgbaillo
Desorip6on AREA C CA
ImpeMos Ares 0.233 0.96 0.221
Pervious Ares 0.387 0.16 0.055
Sum A- 0.6001 Bum CA= 0.2761
C avg-Sum CA/Sum A= 0.276 / 0.600 I 0.46
Q rend for 25 year 24 hr storm event•Cevg x 1 x A
where•. I=Vitamin for 25 year-24 hour storm event In 2007.this wee 0.33 in/hr = 0.399 in/hr
A=drainage area= - 0.500 acres
Caw=weighted coefficient ofrunoff = 0.460
Q read= 0.460• 0.399 0.600 =I 0.11 cfs
Q rend for 100 year 24hr storm event-CavgnisrA
where I=intensity for 100 year-24 hour storm event In 2007,this was 0.40 In/hr • 0.551 kdhr
A=drainage area= = 0.600 acre.
Cave=weighted coe6lcbrd of runoff -
0.460
CInand= 0.460• 0.551 • 0.6000.
=I 0.15 cfe
Rat of Infiltration provided by proposed swab: 20 inthr
(2020 Note In 2007 no F.S.was rend=1.0 F.S) 1:1 F.B.
where: I=Design infiltration rate ofaol(Sol Type=Newhen 8 Frlpp Sands=Me/beech sand) • 20 In/hr
A=bottom area of wale= 1500 at
Claw.=IA = 20 in/hr • 1500 a( • 1 fi/12 In 1 hr/3600sec =I- 0.69 cfe
Qeveil= 0.69 ole a 0 reed 0.110 d. OK-No Discharge for 25 yr-24 hr stone event
Qevell= 0.69 cf. . Q read• 0.150 de OK-Na Discharge for 100 yr-24 hr alone event
Rate of Infiltration provided by proposed aware: 20 in/hr
(2020 Note:In 2007 no F.S.was rend=1.0 F.8) 2:1 F.S.
where I=Design infiltration rate of eat(So/TypoType=Newhen S Fdpp Sens-6ne/bea.h Band) = 10 in/hr
A=bottom and of dine• 1500 of
Odd=(A = 10 pnfhr • 1500 sr • 111/12 in hr/3800sec =1 0.35 at.
Odell= 0.59 orb a a rend= 0.000 cfss OK No Discharge for 25 yr-24 hr storm event
(level= 0.89 do . Q rend• 0.000 cfa OK-No Discharge for 100 yr.2.4 hr storm avant
C1 Midi the 10 year-IS minute Marta avant to cantina capacity without fMhina system
I•intensity for 10 year-10 minute storm event was 6.3 in/hr In 2007 = 7.98 byhr
A=drainage area= = 0.600 acres
Cave=weighted coe latent of runoff = 0.460
Determine discharge rate from 10 year-10 minute storm event
Q10-yr=CevgxlxA- 0.480• 7.99 0.8 = 2.21 de
Determine discharge volume from 10 year-10 minute dorm event
V 10-yr= 010-yr • 10 min.durelon • 50 sec/min. =I 1323 cf
Check available volume of the proposed Infiltration swats:
V awl=design volume(ham pert A) =I 1725 d
Venal= 1725 d . V 10-vr= 1323 of OK-swale has adequate capacity for 10-yr event without flushing
1'N Cofnpve infittration system drawdlwm tint,ta sniudoturn dlaafdo n period of S days
T= Volume / CI mat 1 hd3600 see 2007 Pennllnttlrabon Rate 20 Nhr
T= Vegd 1305 of / 0.69 are 1h73600 sec = 0.522 houre
V provided 1725 of / 0.69 der • 1 hr/31300eec = 0.690 hours
Olcsystem draws down in toss than S days
T= V read 1305 cf / 0.35 cfe • 1 hd3800 sec 20201nllhatlo Ratev4tln FeclordSefep�l 1 044 10 hours
hr
T= Vprovided 1725 d / 0.35 de • 1 hr/3800eac = 1.380 hours
OK-system draws down In less than 5 days
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Project$IN84170801 swans CloartekBoed Head!lead,NC Blum Newel,P.E.
2020 Motor Mod0ca0on to Easing SW84370801 Mod High Density Stommmter Protect 5489 Eaamhrd Rd 7272020
For Temporary Golf Cart Perking et Drab:rageAreee 3,4,5 Waningten,NC 26403
Infiltration Basin 113041.modified to a vertical aided 1'depth IB in the melons of the turfetone perking no change in volume Ph:9910-798.0245
I11ftra5on Basins 1B3 8 E5 no change in shape or volume.1133 Wafts appr 30'wsbwrd on site.IB 3,IB4 and 1B5 get interconnected with 4"diameter"aquefeation piped',emplane;Invert 4.6 FMSL Cal:910-228-2484
la 9uatoa Basta 04 Some Volume I total lmparvlols as /Penn e.new top3Bctlom Ames.Now to he tottesonnected by a"dine Eq uNgzeNcK Pie WIMP Basins 3 A a 183 4
Receiving strewn Mange Ocean beam kirks 90 ;Cape Rim River Basin Elam Clasalkation 08 Waters
On-site ImpeMous Area Bulking.(Rodkneel= 0 soft 0.000 scree
Omits Impervious Area Sheets= 0 soft 0.000 acres
On-YtelmpmMou0Area Parking= 4776 au ft 0.110 aere.
On-site ImpeMous Area Sldewe0s= 0 eq ft 0.000 acres
OmYte ImpeMoue Area Future= 0 tar ft 0.000 acres
Other Ondts Impervious 0 soft 0.000 gores
Off-[.ImpeMous Arse=
0sgft 0.00011 ease
Tdai xrnpgMwsAraa= • 4776eg5 0110 ems)
On-de Drainage Area= 12161 soft 0.279 acres
Offe0e Area= 0 soft 0.000 acres
?amlArea= - - - 12161 fig it 0279. cps
Percentlmpervhus.Impervious(sresYArea lamas)= 39.43 X
A)Detemthie volume tobe confralleg from storm 11.6 inch eventla'BAwaters,(.a inch event being coed for Se&$C)
Rv=runoff coefficient=storm runoff(inches)/storm rainfall(inches)
I=Percent Impervious•ImpeMous portion of the drainage area(sors)/Drainage area(acres)
Rv=0.05.0.0090)
R.= 0.054-0.009• 39.4 = 0A05 GMn)
Volume to be conboted horn the design atone event per Schueler(1987)"Simple Method"
Design rainfall = 1.5(in)
Rv = 0.405 On/in)
Drainage Area = 0.28 Norm)
Volume required(of)=rainfall(in)x Rv(Mn)x Drainage Area(acre)x 1/12(feetAnMa)x 43580(at/acre)
Vreq'd • 1.5 0.405 • 0.279 • 1/12 • 43580 = 1 615 cubic feet I Note:2007 Permit listed this as 615 cu ft,per rounding.
infiltration Basin(Swale)Data: Side Slops 0 H:1V
By Autocad Area top area 766 of
By Aatased Area bottom area 786 at
depth(d) = 1.00 f
IB Total Volume by Proposed by Autocad Areas=I 786 at I Read= I 815 cubic feet) OK-swab volume sufficient for design event
R)Check kal ardon Any for capacity to ewt*el the 20 year-24 hoar Pind 400 yr•24h11)Morin event with no Mechares
Description AREA C CA
Impewloe Area 0.110 0.95 0,105
PeMous Area 0.189 0.15 0.025
1 SurA• 02791 Sum CA= 0.131
Cava-Sum CAISum A= 0.13 I 0.279 = I 0.468
0 reqd for 26 year 24 hr storm event•Cava x I x A
where. I=Intensity for 25 year-24 hour storm event In 2007,this area 0.33 Inmr - 0.3e91Nhr
A=drainage area= = 0.279 arcs
Cave=weighted coelhciem of runoff 0.480
Q reqd• 0.488• 0.399 • 0.279 -I 0.05 de
0 read for 100 year 24 hr storm event=Camp x 1 x A
where: I=Intensity for 100 year-24 hour storm event In 2007,One wag 0.40 in/hr = 0.551 In/hr
A=drainage area• 0.278•tree
Cave•weighted coefficient of runoff = _ 0.468
Q reqd= 0.468• 0.551 • 0.270 =r 0.07 ob
Rate of Migration provided by proposed swab: 20 In/hr
(2020 Note:In 2007 no F.8.ws read=1.0 F.S) 1:1 F.S.
where: I=Design Infiltration rate of sot(Sol Type=Newhan 8 Frbp Sande=fine/beech send) = 20 imhr
A=bottom ern of swab= 786 of
Qeval=IA = 20 In/hr • Pie sr • 1 h/12 In • 1 hr/3000ss =I 0.36 cis
gavial= 0.36 de Q reqd= 0.050 cite OK-No Discharge for 26 yr-24 hr storm event
Qavel= 0.36 de = 0 road= 0.070 els OK-No Discharge for 100 y024 hr storm event
Rate of Infiltration provided by proposed swab: 20 IMrr
(2020 Note:in 2007 no F.S.wee read•1.0 F.S) 2:1 F.S.
where: I=Deakin Infiltration rate of aol(Sal Type=Newhen 8 Fdco Sends=Inc/beech Band) = 10 in/hr
A=bottom area of awele• 766 of
Oavet=IA = 10 War • 788 of • 1 M12 in • 1 hr/3800sec =) 0.18 de
Qeval= 0.36 at. Q read= 0.000 efs OK-Ne Discharge for 26 yr-24 hr storm event
Qeval= 0.38 de = 0 reed= 0.000 cis OK-Na Discharge for 100 yr-24 hr storm event
C)Check the 10 year-10 minute stale event to confirm capacity city without gushing system
I•intensity for 10 year-10 minute storm sent was 8.3 IMIr In 2007 = 7.99 Inmr
A=drainage area- = 0.279 ayes
Cave-weighted coeaaent of runoff = 0.408
Determine discharge rate from 10 year-10 minute Mann event
Q 10-sr=Cava x I A. 0.468• 7.99 • 0.279 = 1.04 cis
Determine discharge volume from 10 year-10 minute storm event
V 10-yr= 010-yr • 10 min.duration • 60 sec/min. =) 823 cf
Check available volume of the proposed infiltration=weld.
V avail=design volume(from pert A) 788
Vevat= 788 of = V 10-yr= 823 d OK-swage has adequate apathy for 10� d
event without Gushing
Cwmrlre atfabaton hryNem d11*WII eten Wee to neednece erawdown period at S days
Volume I Q suet 1 hr/3600 sec 2007 Permit Infiltration Rate 20 in/hr
T= V reqd 615 d / 0.36 de • 1 hr/3600 eon = 0.469 hours
V powded 786 d / 0.38 cf. • 1 hr3800 sec = 0.600 hours
OK-system draws dawn In less than 5 days
T= Vegd 815 ef / 0.18 cis • 1hr/3000 sec 20201nfilVetlon Rate wtih Factor ol3d 101Nh
Safety 0.939ous
T= Vprovided 756 of / 0.16 de • 1 hr/3000 sec = 1200 hours
OK-system draws down In less than 5 days
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ProfPCi:sW8-ainea1 Swans Quartet,Bed Heel Mold,NC Elmo Msrek,P.E.
2020 Melon Morlloeton to E:ieang SW8-070801 Mod High Density Stone/der Project 5488 Eaelwfid Rd. 7272020
For Temporary Golf Cart Paddng at Drainage Areas 3,4,5 Wtnington,NC 28403
Ind anon Basin IBM la modified to a vertical sided 1'depth IB In the medians of the turkrone parldn0 no change In volume Ph:9810-789.8245
infiltration Baste IB3 8185 no change in shape or volume.IB5 shifts appx 30'westward on site.IB 3,IB4 and 185 get interconnected with 4"diameter'equalization pipes'.per plans:Invert 4.8 FMSL Col:910-228.2484
1041110111011 BRO 501=4 and total Impervious Same as2007Pone*,Now tobaintettonneetedby4 awn Eara iP)oewmt itzeine3aa 000 5
Kew stream AdInh9 mean$bema liska SS-sj Cape fepRwrBesn Sawn Clasedicitior, sa Wades
Onto impervious Area Buildings(Rao6Freel= 0 sq IN 0.000 acres
Onate impervious Area Streets= 0 sq n 0.000 acne
On-site impervious Area Perking= 4140 sq ft 0.095 acres
On-site lmperMoue Area Sidewalks= 0 sq ft 0.000 acres
On-site Impervious Area Future- 5409aq ft 0.124 some
Other Onaite Impervious 0 sq It 0.000 acres
Off-ate Impervious Area= Osq a 0.000 acres
1Fami lerpwvids Area. - _ 0549 eq$ 0215. hoes
Onats Drainage Area= 20088 sq$ 0.481 acres
Fleas' 0 sq ft 0.000 acres
'fpmlArea= - - BCOCIB to ft Qdd1 a4WG
Percent Impervious=Impervious lamed/Area(acres)= 47.51 %
Ai Detemdne alma to be controlled from Monti 11.5 inch event for SA 5 5Inch event being used ter SB&feC).
Rt.=runoff coal6dent=storm runoff(inches)l storm rainfall Niches)
I=Percent Impervious=Impervious portion of the drainage area(acres)(Drainage area(scree)
Rv=0.05 o.0.009(11
Rv= 0.05+0.009• 47.5 = 0.478(krlfn)
Volume to be consoled from the design storm went:per Schuster(19871"Simple Method'
Design rental) = 1.5 On)
Rv = 0.478(IMn)
Drainage Area - 0.48(acres)
Volume required(of)=relnfel(In)x Rv f nin)x Drainage Area(acre)x 1/12(feehnchee)x 43580(ef/ecre)
Vmq'd = 1.5 0.478 • 0.481 • 1/12 • 43560 = 1 1199 cublcfeet1
Infiltration Basin(Swale)Data: Side Rupee 3 H:1V
BYAuteead Area top area 1950 of
ByAutocad Area bottom area 1086 of
depth(d) = 1.00 ft _
IB Total Volume by Proposed by Autocad Areas=1 1518 of J Reqd= 1 1199 cubic fed) OK-aware volume sufficient for design event
11)Check nelltration ate**sapad ty to Dann l the'IFyeen24 hour Mod 100yo•14 M1 etcom event with noMe01tef9e _..
Daaodpton AREA C CA
ImpeMos Area 0.219 0.96 0.208
Pervious Area 0.242 0.16 0.038
I Sum A= 0.4811 Sum CA- 0.2441
C avp-Sum CAISum A= 0.244 / 0.461 = 1 0.520
81rerld for 25 year 24hr storm went-Cava 414A
where 1=Intensity for 25 year-24 hour storm event In 2007,this WOW 0.33in/hr = 0.399 Inhr
A=drainage area= =
0.529 spree
Cave=welshted coefficient of runoff _
0
CI reqd= 0.528• 0.399 • 0.461 10.10 0.10 en
Q read for 100 veer 24 hr storm event=Cevg x I x A
where 1=Intermit/for 100 year-24 hour storm wend In 2007,this wee 0.40 kyhr = 0.551 Mr
A=drainage area= - 0.481 spree
Cave=weighted coe6ldent of runoff - 0.529
O reqd= 0.529• 0.551 • 0.461 =r 0.13 015
!Rate of infiltration provided by proposed swage: 20 Whr
12020 Note In 2007 no F.S.wee read=1.0 F.S) 1:1 F.S.
wham 1=Design In8tretlon rate of soi(Sot Type=Newhen 8 Fripp Sande=0ne/beach sand) = 20 Whr
A=bottom was of wage= 1088 of
Owen=IA • 20 Win' • 1088 sf • 1 ft/121n • 1 hr/3800eec =I 0.50 de
Covet= 0.50 de a Q reqd 0.100 cfa OK-No Discharge for 25 yr-24 hr storm event
Qavei= 0.50 de • Q reqd 0.130 ode OK-No Discharge for 100 yr-2,4 hr storm eyed
Rate of Id6rellon provided by proposed swats: 20 idhr
(2020 Note:In 2007 no F.S.was read=1.0 F.S) 2:1 F.S.
where. I=Design id igalion rate of eon(Sot Type=Newham 8 Frbp Sands=Me/beech sand) = 10 in/hr
A=bottom area of swine= 10se of
Owen=IA = 10 Idhr • 1088 of 11(/12 in • 1 hr/3800aec 1 025 ole
Qaval= 0.50 de a Q reqd- 0.000 cis OK-No Discharge for 26 yr-24 hr storm event
Gent= 0.50 ole > Q reqd= 0.000 cis OK-NO Discharge for 100 yr-24 hr storm evert
CI Check the 10 year 1O minute storm event to cordirm capseky without flushing system .
1=Intensity for 10 year-10 minute storm event was 8.3 kuhrin 2007 = 7.99 kihr
A=drainage area- = 0.461 acme
Cave=weighted coefficient of runoff = 0.529
Determine discharge ram$tom 10 year-10 minute storm event:
Q10=yr=CavgxixA= 0.528• 7.99 se61 = 1.95 de
Determine discharge volume from 10 year-10 minute storm event
V 10-yr= a 10-yr 10 min duration • 60 aedmin. =1 1169 of
Check available volume of the proposed infiltration swam:
V wet=design volume(from pad A) =1 1518 d
Vend= 1518 cf a V 10-yr= 1189 d OK4wale has adequate=peeKYfor 10.yr event without flushing
U1 Compare Ireraetoa system dtewdo n time to auldmuetu dra wler%period of 5 days
T= Volume / Q avail • 1 hr/3600 sec 2007 Pent*infiltration Rate 20 INhr
T= V reqd 1189 of / 0.50 de • 1 hr/3600 sac =I 0.882 hours
V provided 1518 of / 0.50 ctu • 1 hr/3800 sec0.839 hone
OK-system draws down In bps Man 5)aye
2020 infiltration Rate wig,Fedor of Sake 10 In61r
T= V reqd 1199 cf I 0.25 els • 1 hr/3800 sec =) 1.325 boom
7= V provided 1518 of I 0.25 de • 1 hr/3800 sec 1.877 hours
OK-system dram down In less than 6 days
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Zorda, Garrett D
From: Zorda, Garrett D
Sent: Monday,July 20, 2020 12:34 PM
To: [e-mail]; [e-mail]
Subject: Swan's Quarter(SW8 070801) - Request for Additional Information
Good Afternoon Bruce,
I have gone through the submitted additional information and I could not find the revised sizing calculations, drawdown
calculations,etc.for the combined system, as requested.As discussed during the submittal meeting,for this "phase"of
the project,the combined Infiltration Basins#3,4,and 5 are being designed as and considered one system,with the
Infiltration Basin#4 area having an increased bottom surface area from what was permitted previously. Calculations
supporting this redesigned, combined system must be provided.
With that said, I don't expect it to take very long to provide these calculations, however, please ensure the calculations,
and any other revised documents if applicable,are provided by July 27,2020. In the meantime, I will begin drafting the
permit in order to expedite the process once the calculations are provided and reviewed.
Please let me know if you have any additional questions or concerns.
Thanks,
Garrett Zorda
Environmental Engineer
Division of Energy, Mineral and Land Resources State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7343 direct **Please note the change to my direct phone number**
garrett.zordat ncdenr.gov
127 Cardinal Drive Ext.
Wilmington, NC 28405
Irlir.lEfE Q O
Jeparimor t of&1rtmnww�i Dn0Nh
^m7;9fi •.-,ertSPC);3'.1(1,_ _:) and from this at. ..., _..; :..,ect:to the
s 4irllil'1.i ibIi: . :7.c,..i.i'iS Law and i.. .,Jscosed to third parties.
1

.4 War
ROY COOPER Governor
061:4
Sevyrdry
BRIAN WRENN NORTH CAROL.I@NA
inntar Environmental QA/Olity
July 7,2020
Via email only: cpaul(aibhiislandcom
Bald Head Island Limited,LLC
Attn: Charles A Paul,III,Managing Member
P.O.Box 3069
Bald Head Island,NC 28461
Subject: Request for Additional Information
Stormwater Project No. SW8 070801
Swan's Quarter
Brunswick County
Dear Mr. Paul:
The Wilmington Regional Office received and accepted a modified Express State Stormwater Management
Permit Application for the subject project on June 25,2020.A preliminary in-depth review of that information has
determined that the application is not complete and that additional information is needed. To continue the review,
please provide the following additional information in a single,hard copy submittal package:
V 15A NCAC 02H.1042(3)(b):
a/ Item#23 on the Infiltration System Supplement appears to report the depth to the SHWT per the
soils report in feet rather than inches,as requested on the form. Please update Item#23 on the
Infiltration System Supplement to report the depth to the SHWT per the soils report in inches.
b,% Item#6 on the Drainage Area Supplement lists several BUA amounts,under various rules,that
exceeds the permitted amount of BUA. Please confirm the intended BUA totals and ensure it is
presented consistently.
2. 15A NCAC 02H.1042(2)(f):Please provide a separate set of calculations for sizing of the combined
/infiltration basin system,as discussed during the submittal meeting.
3! 15A NCAC 02H.1042(2)(h): Please provide additional details of the stormwater system, including the
inverts of the equalization pipes connecting the three infiltration basins.
44 Due to the potentially minor nature of these comments,the express additional information review fee has
been waived.
Please remember to confirm that any revised information is presented consistently throughout the application
documents including calculations,supplements,narrative,and plans. Please also remember to provide two hard
copies of any updated documents per 15A NCAC 02H.1042(2).
All of the requested information listed above should be received in this Office by July 14,2020,or the
application will be returned as incomplete. If additional time is needed to submit the requested information,
please email your extension request prior to this due date to the email address provided below with a justification
and a date of when the requested information will be submitted,which shall be no later than 5 business days past
the original due date. Please remember that extension requests delay the issuance of the final permit. Also,
please note that only two letters requesting additional information is allowed in the State Stormwater Program. If
the information is not satisfactorily provided after the second request, the project will be returned. If the project
is returned and you wish to re-submit to the Express Program,you will need to reschedule the project through the
Express Coordinator for the next available review date and will need to resubmit all required items at that time,
including the application fee.
The construction of any impervious surfaces,other than a construction entrance under an approved Sedimentation
Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject to enforcement action pursuant to NCGS
143-215.6A.
Norrn['aroma Deparrmrrk of Environmental Quality . Otrmcm of Energy,M eieral and Lard lirstaatus
Wilnengton Rrgttrtai Office l27 Carina!Drive Errtrns an I Wilninglon Noilh Caroena 28405
" '"'� 910 7%.7215

State Stormwater Permit No. SW8 070801
Page 2 of 2
Please label all packaged and cover letters as"Express"and reference the State assigned project number on all
correspondence. If you have any questions concerning this matter,please feel free to call me at(910)796-7215 or
email me at [e-mail].
Sincerely,
-
Garrett Zorda
Environmental Engineer
DES/gdz: \\\Stormwater\Permits&Projects\2007\070801 HD\2020 07 addinfo 070801
cc: Bruce Marek,PE;via email:[e-mail]
Wilmington Regional Office Stormwater File

Zorda, Garrett D
From: Zorda, Garrett D
Sent: Tuesday,July 7, 2020 11:41 AM
To: [e-mail]; [e-mail]
Subject: Swan's Quarter(SW8 070801) Request for Additional Information
Attachments: 2020 07 addinfo 070801.pdf
All,
Attached is.a pdf of the request for additional information for the subject project.There are just a few items that need
to be addressed. Please let me know if you have any questions or concerns.
Thanks,
Garrett Zorda
Environmental Engineer
Division of Energy, Mineral and Land Resources State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7343 direct ""Please note the change to my direct phone number""
garrett.zordaCc�ncdenr.gov
127 Cardinal Drive Ext.
Wilmington, NC 28405
oNrsmrR� ott.tiNsidesonwei
(17 Pari.;orrespc Cs. „ ` and
Fifth Cap-ai i;a :h... Records±.=v_... . .raV. :, 317030!_ .. ..:t
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Bruce Marek, P.E. 0�` Essr'o ��2'':
5489 Eastwind Rd ▪ �▪ �;�� �/ •.,9
Wilmington, NC 28403 = SEAL •I E 2.4.
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910-799-9245, cell 910-228-2484 = '�{�
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EXPRESS STORMWATER ,,',rl ES
127 Cardinal Drive Extension
Wilmington, NC 28405
RE: Narrative for Bald Head Island Limited, LLC High Density Stormwater Permit SW8-070801 Permit Mod
for Swans Quarter, South Bald Head Wynd, Bald Head Island, NC for Temporary Golf Cart Parking
Bald Head Island Limited, LLC has asked that I submit a plan modification on their behalf for the
temporary placement of an appx 174 ft x 80 ft = 13,920 sf+/- (0.32 ac) paver block golf cart overflow
parking lot for the Bald Head Island Club's new swimming pools that opened last summer mostly on
Limited's 3.25 acre Swans Quarter Condo Site, SW8-070801. The original 10 building Swans Quarter
Condominium Project burned down in the early 1990's. In 2007, the original site plan was recreated by
surveyors using the burnt piling remnants. Subsequently, the project was redesigned for 8 buildings,
and submitted for both CAMA and Stormwater permitting. The original project pre-dated the 1988/89
institution of State Stormwater Permitting. The 9-21-07 High Density Stormwater Permit SW8-070801
allows for 61,156 sf = 1.41+/- acres of built upon area. Appx 572 sf of the overall rectangle are on BHI
Club property, in areas P5 & P6, already permitted as impervious. The site has a funny shape from
when Limited owned the Club.
The site is permitted for the eight appx 4635 sf multi-story buildings, two gazebos, a few sheds, roads,
shoulders & parking. CAMA 121-07 was issued,with a current expiration/renewal date of 12/31/20 and
a Letter of Refinement has been requested.
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SW8-070801 Bald Head Island Limited LLC Swans Quarter—SW Narrative BMPE Rev 6-19-20

(June 14, 2019 Google Earth Image) Showing, in yellow, the appx location of the temporary turf-stone
' paver golf cart overflow parking, over what was spotty dirt/sand access road and laydown area. It is
basically in the footprints of Permitted Buildings #3 & 4 and the permitted road R.O.W. My stormwater
drawing revisions show the access road; it can be easily bulldozed to accommodate replacing
infiltration basins. It does allow a back access to the Bald Head Island Club, until the Swans Quarter
paved roads are constructed. The paver parking lot appx 16' north drive aisle is intentionally wider to
allow fire truck access to the backside of the club buildings independent of the Salt Meadow Drive
Club main entry road. This is a deliberate life-safety feature.
Post-Hurricane Florence the Village of Bald Head Island used the Swans Quarter site as a FEMA
vegetative debris and tree/mulch site. It has since been cleaned up and left as a barren flat. The
temporary modular bathrooms to the left of the Club Pool were removed on completion of the 4 new
pools.
Stormwater Permit SW8-070801 "treats" the water in 8 various sized infiltration basins. Infiltration Basin 4,
for Drainage Area 4, gets temporarily redesigned as a vertical sided open bottom sand "median"
infiltration basin. The other seven infiltration basins remain as permitted, except that we ask for a
temporary 30' westward shift of infiltration basin #5, to avoid disturbing an existing vegetated berm
along the west side of the BHI Club tennis courts. This negates the building of Condo #5 until the
temporary parking is removed.
The paver surface will also provide a better walking surface to the pools/restaurant. The parking lot
abuts the Club's SW8-890106 (and CAMA 108-17) existing permitted paver parking area 6; I see no
need for those permit to be modified. It does require temporarily reshaping of permitted infiltration
basin #4.
Bald Head Island Limited LLC's neighborly allowance of temporary Club parking should be in no way
construed as intending to replace the as-permitted Condo Project. We have full engineered design
drawings for the Condo Units, and the Highfill Infrastructure Engineering set of Site/Civil drawings
included sewer and waterline drawings in addition to CAMA, Stormwater and S&E. (That was during
my quadruple bypass recuperation period,where we passed my project to them.)
I believe the desired approach is to call this Plan Modification as "Phase 1" to Swans Quarter. The
Island in general is taking a beating this year with the coronavirus lockdowns, so this temporary use as
golf cart parking does not affect the site long range "Phase 2" or even "Phase 3" plans. The pavers
will be picked up and repurposed elsewhere at the Club or on the island.
From the more technical side of the discussion, the proposed parking lot is really on/within Drainage
Areas DA3, DA4 and DA5. The three infiltration basins, IB3, IB4 and IB5 will be linked by 4" "equalizer
piping, similar to what I have done elsewhere on the island and the mainland with shallow sand
bottom infiltration basins. As rainwater will in theory seek its own level (not necessarily true with high
infiltration rate sands), I attributed 2610 sf of the paver parking bua to each of DA3/IB3 & DA5/IB5, to
keep the temporary impervious sums in line with the original permit. As I mentioned, it means that
buildings 3,4 &5 cannot be built until we reclaim the temporary parking area from the Club.
The Club has plenty of additional impervious available in their permit for future expansion of the Club
Pro-Shop, but those plans are similarly on hold because of social distancing while building and other
concerns. See my drawing SW8-890106 Bald Head Island Club Stormwater Plan, C2.1 Rev 6.
i II
d !�
RJUN252O2O
BY:-
2
SW8-070801 Bald Head Island Limited LLC Swans Quarter—SW Narrative BMPE Rev 6-19-20

EQUALIZATION PIPING SIZING METHODOLOGY
INFILTRATION BASIN 3,4&5 TEMPRORAY CONDITION EQUALIZATION
PIPES (QTY 3). SCHEDULE 4 PVC OR EQUIV(I.D. 4.026")
ALL SHOWN SET LEVEL, WITH LEVEL INVERTS AT ELEV 4.6 FMSL
BECAUSE OF HIGH SAND INFILTRATION RATE (20"IHR) AND THE SYSTEM IS
DESIGNED AS A NO DISCHARGE INFILTRATION BASIN SYSTEM. ZERO SLOPE
TYPICALLY DOESN'T CALCULATE CORRECTLY, SO I RAN CALCULATIONS AT A
PIPE SLOPE OF 1 V:32H =2" PER 1 INCH SLOPE. AND USED THE 2007 1.5"
STORM AS THE INTENSITY PER HOUR (38 MM/HR). FOR THE ENTIRE 3- 45
TEMPORARY IMPERVIOUS OF 13,348 SF IMPERVIOUS = 1240 SQ M, ONE
PROGRAM PUTS IT AT A 100 MM PIPE SIZE (3.94" DIAM),WITH A
NON-EXCESSIVE FLOW VELOCITY OF 1.67MIS = 5.48 FTISEC. FOR THE 4447
SQ FT DA4 IMPERVIOUS = 444 SQ M, A 90 MM o 3.54" 1.D PIPE IS
CALCULATED WITH A FLOW VELOCITY OF 0.74 MIS = 2.43 FT/SEC.
BY A SECOND METHOD, ASSUMING A MAX ALLOWABLE PIPE FLOW VELOCITY
OF 6.56 FTISEC, AND CONVERTING THE PERMITTED INFILTRATION BASIN
VOLUME TO GALLONS (I.E. MULTIPLY X 7.48),THEN DIVIDE BY 1 HR, PIPE
DIAMETER AND FLOW VELOCITY WAS CALCULATED. FOR BASINS 3 AN 5, 4"
SCH 40 PIPE (4.026" I.D.)WAS CALCULATED AS NON-EXCESSIVE VELOCITY,
AND FOR THE BASIN 4 OUT DIRECTION, SCH 40 3" PIPE (3.068" I.D.)WAS
SUFFICIENT TO KEEP VELOCITYUNDER 6.56 FT/SEC.
EITHER METHOD DOES NOT TAKE INTO ACCOUNT ANY INFILTRATION
LESSENING THE WATER VOLUME IN THE INFILTRATION BASIN.
HDPE OR SIM OF MIN I.D. 4.026" IS EQUALLY ACCEPTABLE
BALD HEAD ISLAND LIMITED LLC
SWANS QUARTER SW8M07080 'I
BRUCE MAREK, P.E. :� oC`.• ss a°412
5489 EASTWIND ROAD 4 4% n 0
WILMINGTON, NC 28403 SEAL r]-!j`f
[phone] 15684 / =
[e-mail] ':c51'• :••�:
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STORM WATER PIPE SIZING CALCULATOR FOR BUILDING SITES
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?lore Calculators Instructions Learn More/How to Videos [ oi /810,r.s I Contact I Logpn I Buy
Try a free that of the Extra Features
Enter Details 5
Catchment Area(sqm) I12401 Available Grade(1 vert : horiz) 1 in 32
Rainfall:Either choose a Location(bnportant)i :z ar?a i re a :acti_ *a sh v� or enter trtensit (iniiri hr)!!!
How to find the Intensity for other places.
EXTRA FE.-ITC.RES
ACTIVATE NOW
Program uses Plastic pipe;
Runoff coefficient of
Press to Calculate Pipe Size(or press'Enter) _
and Rainfall suitable for eaves gutters.
Use another material IPVC v
Calculations,Code Roughness coefficient k(mm) 0.015
J
references and Results for your records t Use another runoff coefficient I�6
Use a known flow(Ls)
Pipe Size
Pipe Size Available(Dia mm) 100 Theoretical Pipe Size(dia mm) 96
Flow(Litres sec, I13.09 1 Flow Velocity(in s) 1.6
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STORM WATER PIPE SIZING CALCULATOR FOR BUILDING SITES
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A4 SA)
Catchment Area(s;i: ) 444 Available Grade(1 veil : `'horiz) 1 in P t -i
Rainfall:Either choose a Location(tmportan t)II rrafe:t3 e:tes a tnsonm intomit}V) or enter intensity(mm hr) 38
How to find the Intensity for other places.
EZTR3 FEATURES
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Program uses Plastic pipe,
Runoff coefficient of 1_
Press to Calculate Pipe Size(or press*Enter) and Rainfall suitable for eaves gutters_
Use another material !PVC .►
Calculations. Code Roughness coefficient k(mm) 0.015
references and Results
for your records. Use another runoff coefficient
Use a known flow(L s)
Pipe Size
Pipe Size Available(Dia mm) [ Theoretical Pipe Size(dia mm) 65
Flow:;Litres sec) s6� Flow Velocity(in 0,74
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Calculator: Pipe Sizing by Velocity for Water
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Input Data Units I rr eriai v
Pipe Grade ANSI Soh40 v
Pine L ei rth 1150 v
Water Flow Rate iyiso 3 1111410 V, .i715. MN/I•'N/ 12010 get': v
Maximum Allowable Ve1oc ty * k s [0.!.rie s __J tts v
shca:_Advan_es Op:or.
late i izar
Result
Pipe Size NPS4
Pipe Inner Diameter 4.026
Water lif&onty 5.42214 It
Pressure.oss 1.69969 '^ v
Equgval.ent Leng€i of Straaghi Pipe 150 ft v I
Equation(s)
,sty, .,Pipe Length(ft)
to 4' :;<., - . ., Q;Water Flow Rate(gal/h)
d :Pipe Inner Diameter(in)
v Water Velocity(ftjs)
lip:Pressure Loss(psi)
i? :Coefficient of friction
SG:Specific Gravity
`,,,,,,,,,,,,,,,,
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Calculator: Pipe Sizing by Velocity for Water
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Input Data units I(mperial v
?7e Gracie IANSI St9140
Pipe Length 150 1F v
Water Flow Rate4t0Jf aft i' 7. (jµ.: 15380 J gatih v
Maximum AR9:.:vaP a Velocity 1e. ie tts v
fl.Wg1;atY�ri+ _
Ca:t33iate
Cleat
Result
Pipe Size NPS3
Pipe Inner Diameter s.f 8 v I
Water Ve achy 4.25264 I'es v
Pressure Loss 1.50082 Ps"; v
°:,;;:valent i_engah of Straight Pipe 150 ft
Equation(s)
CI .Pipe Length(ft)
:Water Flow Rate(gaff h)
n W
�:„ ;- i• '` d :Pipe Inner Diameter(in)
v :Water Velocity(ft/s)
An:: Pressure.Loss(psi)
N :Coefficient of friction
SG:Specific Gravity
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CERTIFICATE OF SWANS QUARTER CONDOSMINII4 ASIOCiSa1Ti/�Y A /KIT /1°4 To
Aso IJ3�f � ;/►gS srf r1nMfr
WHEREAS, the condominium development of �a �� 12D 1 s �/op thirty-eight (38)units known as Swans ��Quarter Condominiums was totally destroyed by fire on September 30. 1993;and 1t2S5/I bV•i349,(,s
)
WHEREAS,the Board of Directors negotiated an adjustment of the insurance loss with �'11 United States Fidelity and Guaranty Insurance Company("USE&G`)on January 28, 1994,for
replacement cost coverage in the event of reconstruction and coverage for actual cash value in the
event reconstruction was not approved;and
WHEREAS,the Board of Directors called a meeting of Condominium Unit Owners to be
held on February 26. 1994,in order for a voting on the reconstruction issue and provided all trait
owners with information concerning costs of reconstruction and land value
appraisals;and
WHEREAS,votes were cast by owners of all thirty-eight units either in writing at said
meeting or prior to said meeting by absentee ballot;and
WHEREAS,there were thirty-seven(37)votes against reconstruction and one(I)vote for
reconstruction;and
WHEREAS,the vote against reconstruction exceeded the 75%amount required by the
Declaration of Condominium recorded in the real property records of Brunswick County,North
Carolina.
IT IS HEREBY CERTIFIED that the Condominium plan of ownership Is terminated and
the Declaration of Condominium is hereby revoked, pursuant to 'Article XXIX.
TERMINATION"of the DECLARAfONOF CONDOMINIUM Establishing SWANS QUARTER
CONDOMINIUM, which Declaration was flied in Deed Book 0651, Page 0884.Office of the •
Register of Deeds,Brunswick County,North Carolina. -(--
SO CERTIFIED this, 'Fj ,day of_ ai r,?.'r .t i ,
1998.
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..IR.,P SDlIb.1V'I'ANS QUARTER CONDOMINIUMCIATION
12 `' �� woo (SEAL) � . r h •I L i... j 1 .�.
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U n Ll Gj LORETTE O.IIOLLINSIJED,SECRETARY
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State of NOr4-1 ! e4/2431.4Nl4-
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elitt"SW+`c k_ county
I, ,+ 114.'• iA. I_ S7c--16'rtz$ Notary Public for said County and State,
certify that 7Yes'fJ E(p!/rraf�e�ersonally'eame before me this day and
acknowl edged that he/she is ' S+aW�• 'Seart+* .1 of SW RAS ( t.i.4.-4l.R,,,Ctsrui,Agsn I
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a corporation. and that by authority duly given and as the act of the 1
corporation in the foregoing instrument was signed in its name by its g
PrtS4ol-6 ; , sealed with its corporate seal , and attested by 1
himself as its -,Fi-e57.1.,-'1--cY.a ;
"Witness my hand and official seal . this the _ t day of rTtic�t. .
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STATE OF NORTH CtROLINA
COUNTY OF 81WNSWICK 1
The Foregoing(or annexed)Certificate(s)of M A Ps,' {tii ..tb• StetidiLL c1 3
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Notary(Jea)Public is(are)Certified to be Correa. A
This Instrument was filed for Registration an this 1044% flay of kin ..ci— 1998
-. in the Book and Page shown on the First Page hereof. 1t
trirotr
ROBE J.ROBE 1Rcgisteraftte-,
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• File an Annual Report/Amend an Annual Report • Upload a PDF Filing • Order a Document Online • Add
Entity to My Email Notification List • View Filings • Print a Pre-Populated Annual Report form • Print an
Amended a Annual Report form
Limited Liability Company
Legal Name
Bald Head Island Limited LLC
Prey Legal Name
Bald Head Island Limited, a Texas Limited Partnership
Prey Home State Name
Bald Head Island Limited
Information
Sosld: 0001005
Status: Current-Active
Date Formed: 6/9/2006
Citizenship: Foreign
State of Incorporation: TX
Annual Report Due Date: April 15th
CurrentAnnuaL Report Status:
Registered Agent: Paul, Charles A., Ill
Addresses
Principal Office Reg Office
6 Marina Wynd 6 Marina Wynd
Bald Head Island, NC 28461-5073 Bald Head Island, NC 28461-5073
Reg Mailing Mailing
P O Box 3069 P O Box 3069
Bald Head Island, NC 28461-7000 Bald Head Island, NC 28461-7000
Company Officials U N ?g ?o //
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.

Manager Manager Manager
Shirley A Mayfield C Grant Mitchell MARK D MITCHELL
PO Box 3069 2700 Technology Forest,Suite 260 P.O. Box 3069
Bald Head Island NC 28461 The Woodlands TX 77381 Bald Head Island NC 28461
Manager Member
Michael K. Mitchell Mitchell Island Investments, Inc.
P.O. Box 3069 2700 Technology Forest, Suite 260
Bald Head Island NC 28461 The Woodlands TX 77381
Manager Manager
Charles A. Paul , Ill Spiros N Vassilakis
PO Box 3069 2700 Technology Forest, Suite 260
Bald Head Island NC 28461-7000 The Woodlands TX 77381
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For DENR Use
ONLYNaDiaeMMINIMIR
North Carolina Department of Environment and Rom:— (,/,
Natural Resources t.
Request for Express Permit Review /0 "ae TBb
FILL-IN all the information below and CHECK the Perrnit(sj you are requesting for express review. Cab mmd.E'unait"#:a otunp/eted f
7� c2T DETAILED_a nian? F Me 1 ri nit ;Tv',
s_f odect i to t r
���bQc<T t7f�7��r along a 45/r"TY� 5[ rrcrr _r�.$'+l� iI"+VT Mel i�lf r5+:Yrrrrsr rrrstu�,�'���F;i�.�v`w}���rWY i�iTt�a� f14'at1on
BC , tl of the mica location.Please include thin form kite application paw evIAS
• Asheville lon-Alison Davidson 828-296-489 alisarLdavldsoneumdtetr: rew,64 A was Prolect
• Fad or Raleigh.avid Lee 919-791-4203 dam rmv S t 'c !
• Mooresville&Whsion Salem Region-Patrick Grogan 704-236.2107 or pl^ :o ctogr gov
• Washington Region—Lyn Madison 252-94&3842 or ion Iran arttibnodatrrr.nov ilk • F
• Wilndrigton Region-Caawron Weaver 119-796.73tt3 or eameroanavrApcderwitov D_.s
NOTE P c t application received after 12 noon will be stamped in the following work day. VFOES
Project Name:BALD HEAD ISLAND CAPE FEAR STATION County:BRUNSWICK
Applicant..CHARL,ESA.PAUL.HE CEO Company:ilAp HEAD ISLAND LIMITED,LLC E&S
Address:P.O.BOX 3069 City:BALD HEAD ISLAND.State:t Zi:28481-_ cly5ather
Phone: 1t-957-5000.Fax [phone],Email:c ultbhisland,aan ;, '` 1 "
Physical Locatkm:SWANS QUARTER.SOUTH BALD HEAD WYND. BALD HEAD ISLAND,NC 28481
Project Drake into SB waters-Water classification 20.(forclassificat on see-Cttlu_ocrtal.miser orgy ta$`as murios ti; r s)
Project Loomed in CAPE FEAR River Basin.Is project draining to class ORW waters? within mile and drttttg to class SA waters hit or within 1 mile
and draining to class HOW waters?E
Engineer/Ccxwtdttant BRUCE.MAREK.P.E. Company:BRUCE.MAREK,P.E. ,,��++
vik
Address:5489 EASTWIND RD City:WLMINGTON,Stale:NC Zip:28403-
Phone:rj/T9M- ,Fax: - - ,Email: .rrcvm 1424
PLEASE PROVIDE ESTIMATED INVESTMENT AND EXPECTED EMPLOYMENT,IF AVAILABLE ,—
$ # JOBS.
SECTION ONE: REQUESTING A SCOPING MEETING ONLY gY:
0&PIdn4 Meeting ONLY 0 DWQ,0 DCM,0 DLR,0 OTHER
SECTION TWO: CHECK ONLY THE PfkggRAm(Si YOU ARE REQUESTING FOR EXPRESSPERkITTING
❑401 Unit 0 Stream Origin Determination:_#of stream calls-Please attach TOPO map marking the areas in queslivns
0;Interm'9ent/Perennial Determination:_ft of stream calls-Please attach TOPO map marking the areas in questions
0 401 Water Quality Certification 0 isolated Wetland( hem ft or__,•,axes)
0 Riparian Buffer Authorization 0 Minor Variance 0 Major General Variance
►. State Stormwater ❑General 0 SFR, 0 SFR<1 ac. ❑Bkhd&Bt Rr np, 0 Clear&Grub, 0 Utility ❑Oster
El Low Density 0 Low Density-Curb&Gutter #Curb Outlet Swaies 0 Of-site[SW (Provide permit#)]
0 High Density-Detention Pond _#Treatment Systems ►�+ High Density-Infii $#Tr raton eatment Systems
0 High Density-Bio-Retention _#Treatment Systems .01 High Density-SW Wetlands #Treatment Systems
❑ [amity-Other __#Treatment Systems / 4?.3ior 0 Vincr` :van Raeaoton C Recev Exc3treor:S tPsbvoe permit rM
0 Coastal itanagement 0 Excavation&Ftl 0 Bridges&Culverts 0 Structures information
Upland Development 0 Marina Development 0 Urban Watt"hold
❑Land Quality 0 Erosion and Sedimentation Control Plan with_acres to be dislorbed;(CK# (for DENR use))
SECTION THREE-PLEASE CHECK ALL.THAT IS APPLICABLE TO YOUR PROJECT Our both sccping and express meeting request)
Wetlands on Ste Q Yes ►T+ No • Buffer Impacts: r+e No 0 YES: acre(s)
Wetlands Delineation has been completed®Yes 0 No isolated wetland on Property 0 Yes rye Na
US ACOE Approval of Delineation completed: Yes i.]No 434 Application in Process wl US ACOE D Yes (l No Permit
Received torn US ALOE 0 Yes 0 No
_For FIF'R owe ono,
Fee Svrk nor tnttkiple ee mill: PC ieck# I T�I Fee A i
SUBSETTAL DATES j Fee SiJE FTAL DATES Fee
I
CAMA Valletta OD ❑Mkt)
ew(❑HD,OLD,0 $ tel: 3
U1S $ sfr em Deter,_ $
MODEM EXPRESS January 2014

.
Bruce Motek, P.E. '' 7 14 C tr �"
5489 F.astwind Rd �Q••`' • , 1,
Wilmington,NC 28403 _ � '`' �
�
410-799-9245,cell P10-228-2484 d -,
4-24-20 = "s 1 "�
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M �,,
NCDEQ ••1/.11.0 "+,C .•
EXPRESS STORMWATER '' +1dI, , _,,.--
127 Cardinal Drive Extension ' ' •,...1001
0
Wilmington, NC 28405
RE: Narrative for Bald Head Island Limited, LLC High Density Stormwater Permit SW8-070801 Swam
Quarter,South Bald Head Wynd, Bald Head Island, NC for Temporary Golf Cart Parking
Bald Head Island Limited, LLC has asked that I for a plan modification on they behalf for the temporary
placement of on appx 174 ft x80 ft = 13,920 sf+/- (o.32 acj paver block golf cart overflow parking on
Limited's 3.25 acre Swans Quarter, for the Bald Head Island Club's new swimming pools that opened
last summer. The original 10 building Swans Quarter Condominium Project burned down in the early
1990's. in 2007, the original site plan was recreated by surveyors using the burnt piing remnants.
Subsequently, the project was redesigned for 8 buildings, and submitted for both CAMA and
Stormwater permitting. The original project pre-dated the 1988/89 institution of State Stormwater
Permitting. High Density Stormwater-Permit SW8-070801 allows for 1.41 acres of built upon area.
Including the eight appx 4635 sf multi-story buildings, two gazebos, a few sheds, the roads & parking.
CAMA 121-07 was issued, with a current expiration/renewal date of 12/31/20 and a Letter of
Refinement has been requested.
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(June 14. 2019 Google Earth Image) Showing. in yellow, the appx location of the temporary turf stone
paver golf cart overflow parting, over what was spotty gravel access road and laydown area. It is
basically in the footprints of Permitted Buildings #3 & 4 and the permitted road R.Q.W. The entrance
"road" is appx per permits, however the post--Hurricane Florence use of the site as a FEMA mulch site,
restoration/site clean-up pretty much left the site a barren flat.
1

Stormwater Permit SW8-070801 "treats" the water in 8 various sized infiltration basins. As part of this
temporary paver project, the Club is having a surveyor re-stake the shallow (1' depth. 3H:1 V side
slopes) infiltration basins and will re-dig/re-shape for the full 1.41 acres of permitted impervious. While
turfstone pavers will be used as it is "Island Style Parking", there is no intent to claim that it is anything
but full impervious surface. A somewhat center divider median is included. From South to North (i.e.
tennis courts to the lagoon,the layout is appx: 12' cart parking, 12' drive aisle, 12' parking, median, 12'
parking, 16' drive aisle, 12' parking. (Official cart spaces on Bald Head are 6'x12', but with no doors,
and the middle of summer,you'll find the 4' wide carts parked at as close as 4.5' on center). The appx
16' north drive aisle is intentionally wider to allow fire truck access to the backside of the club buildings
independent of the Salt Meadow Drive Club main entry road. This is a deliberate life-safety feature.
The paver surface will also provide a better walking surface to the pools/restaurant. The parking lot
abuts the Club's SW8-890106 (and CAMA 108-17) existing permitted paver parking area 6; I see no
need for those permit to be modified. It does require temporarily reshaping of permitted infiltration
basin#4.
Bald Head Island Limited LLC's neighborly allowance of temporary Club parking should be in no way
construed as intending to replace the as-permitted Condo Project. We have full engineered design
drawings for the Condo Units, and the Highfill Infrastructure Engineering set of Site/Civil drawings
included sewer and waterline drawings in addition to CAMA, Stormwater and S&E. (That was during
my quadruple bypass recuperation period,where we passed my project to them.)
I believe the desired approach is to call this Plan Modification as "Phase 1" to Swans Quarter. The
Island in general is taking a beating this year with the coronavirus lockdowns, so this temporary use as
golf cart parking does not affect the site long range "Phase 2" pions. The pavers will be picked up
and repurposed elsewhere on the Bland.

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Hall, Christine
From: [e-mail]
Sent: Friday,April 24,2020 3:25 PM
To: Weaver, Cameron; Hall, Christine
Cc: [e-mail]; 'William Mack'
Subject: [External] Request for Request High Density Stormwater Plan Modification for Bald
Head Island Limited, LLC SW8-070801 Swans Quarter for Phase 1 Temporary Golf Cart
Paver Parking for Bald Head Island Club Pool
Attachments: Request for Express Stormwater SW8-070801 BHI Limited LLC Swans Quarter 4-24-20
BM.pdf
CAUTION:, •rnal email. Do not click links or open attachments unless you ve
Hi Cameron/Christine,
Here is an express request. Like everything on the island,we obviously would have liked it for Easter; if not,then prior
to Memorial Day 2020,or whatever the earliest date you can squeeze us in. I have talked to CAMA and Christine about
this already and know that you are probably six or more weeks out. Submittal meeting only. This is for temporary
parking for the Bald Head Island Club Swimming Pool Parking,on BHI Limited property. One infiltration basin of the
eight,#4 has to be modified. The site was used for the Hurricane Florence FEMA mulch site. The govt basically leveled
the site in doing so and in restoring it. Nothing else really on the island but a sand, spotty gravel road approximately in
the permitted road location. From Google Earth it looks like they missed in a few area. As we will be reinstalling all of
the infiltration basins, I might need to either move a couple of basins less than 50'or to regrade the fire truck path to
the back of the Club buildings. I haven't been on island in almost 2 months,so will need to see surveyor drawings before
I finalize my Phase 1 and Ohase 2 layouts,with existing permitted plan as Phase 2, and temporary golf cart parking as
Phase 1.
Bruce
Bruce Marek, P.E.
5489 Eastwind Rd
Wilmington, NC 28403
910-799-9245
Cell 910-228-2484
1

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Zorda, Garrett D
From: [e-mail]
Sent: Tuesday,June 23,2020 11:57 AM
To: Zorda, Garrett D
Cc: ma rekyd @ ec.rr.co m
Subject: [External] SW8-070801 Swans Quarter
CAUTION: • - • emnot click links or open attachments unless you verify.Se ? as an a
'
Hi Garrett,
Pursuant to our zoom meeting, I will be replacing the$1400 minor mod fee with a new check for$4000 major mod
fee. Please write void on my check#1725 dated 6-19-20 for the$1500 minor mod fee,and then tear up or shred, etc.
Bruce
Bruce Marek, P.E.
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Hall, Christine
From: Hall,Christine
Sent: Monday,April 20, 2020 9:09 AM
To: [e-mail]
Cc: MacPherson,Tara
Subject: RE: [External] FW: Letter of Refinement Request- Bald Head Island Limited LLC CAMA
121-07 Swans Quarter SW8-070801
Good morning Bruce,
I will not able to confirm that stormwater w'l! be able to approve the charges until the modification is submitted and the
reviewer has a chance to look it over. However,as".org as it stays within the previously permitted limits and meets the
originally approved design criteria,then it is likely that it cal be permitted.
Please let me know if you have additional questions.
Christine
_. .:1+j C:i':�5 1r' L"! [f.... 7r:,")i'?. .. .� .; •`:1" i.3:S to tha
(Vorrh Lat' 7/be oii::,-oloseri to third
From: [e-mail] [mailto:[e-mail]]
Sent: Friday,April 17,2020 3:50 PM
To: Hall,Christine<[e-mail]>
Cc: [e-mail]; MacPherson,Tara <[e-mail]>
Subject: [External] FW: Letter of Refinement Request- Bald Head Island Limited LLC CAMA 121-07 Swans Quarter SW8-
070801
!CAUTION:
Hey Christine,
In record time, under an hour to be more specific,Tara got back to me and asked if Stormwater would approve. I have
added Bald Head Island Limited, LLC's Swans Quarter Sheets C2 Site Plan,Stormwater Plan C4 and S&E Details Sheet
ED1 that includes Infiltration Basin Detail. These attachments are at the bottom since the CAMA attachments were
already at the top.
As mentioned in my CAMA LOR Request,the site was used by FEMA/the Village of Bald Head Island as the Village Mulch
Site. When there were finished the site was basically bulldozed flat. I plan to have a surveyor out to the island next
week, if allowed on the island,to restake seven of the as-permitted infiltration basins. For some reason, landscapers and
golf courses are essential businesses,so the Club landscape crew can knock out these appx 1' depth basins pretty
quickly. #4 falls into the requested temporary parking pad. You know how much I like shallow infiltration basins,so I am
showing a center median that has appx or more volume than the original.
Club wants to use this for swimming pool overflow golf cart parking, and it is only appx 0.32 acres of bua,whereas the
site is permitted for 1.41 acres. This is a neighborly favor BHI Limited is allowing the Club to do,as island revenues will
be dismal pre Memorial Day or longer.
I do have a good number of drawings and permit info at home. I have included the renewal application from 2017. I'll
have to dig deeper for the original permit if you don't have access. Pavers purchased are turf-stone, but I am not
claiming any credit for that. On the island turfstone is often used to delineate parking area.
1

Bruce
Bruce Marek, P.E.
5489 Eastwind Rd
Wilmington, NC 28403
910-799-9245
Cell 910-228-2484
From: [e-mail] <[e-mail]>
Sent: Friday,April 17,2020 2:13 PM
To: 'MacPherson,Tara' <[e-mail]>
Cc: [e-mail]; 'William Mack' <[e-mail]>
Subject: Letter of Refinement Request- Bald Head Island Limited LLC CAMA 121-07 Swans Quarter
Happy Friday! I was going to wish you a Good Friday, but that was last week.
Attached is a letter of Refinement Request for putting some temporary paver parking on Swans Quarter for the BHI Club
use as swimming pool overflow parking, as Limited's Swans Quarter, CAMA 121-07 abuts the BHI Club CAMA 108-17
permitted paver area P6 from their/my C2.1 Rev 6 Stormwater Plan. You previously acknowledged acceptance as the
Club's drawing as their CAMA site plan. Mr. Chad Paul/Limited are being neighborly, as with the island shut down at the
moment to contractors,there would be no opportunity this year to commence the full Swai,s Quarter project.
The paver area is Rectilinear, appx 174'x80',with a vegetated depressed median in the center. I tried to draw the shape
in Google Earth. The median cut out appx equals the interconnect driveways to the Club.
Hope it is something you can knock out quickly.
Bruce
Bruce Marek, P.E.
5489 Eastwind Rd
Wilmington, NC 28403
910-799-9245
Cell 910-228-2484
2

Zorda, Garrett D
From: Zorda, Garrett D
Sent: Wednesday, May 6, 2020 11:55 AM
To: [e-mail];[e-mail]
Cc: Hall, Christine;Weaver, Cameron
Subject: Re: [External] RE: Bald Head Island Cape Fear Station Express Request
Bruce,
Thank you for confirming those for me. I will continue to get a date scheduled for this project and either
Cameron or I will let you know as soon as we can.
For the submittal package, since this project is remaining vested under an older set of rules, please be sure to
use the appropriate archived supplement for the infiltration basin #4.
Please let me know if you have any additional questions or concerns.
Thanks,
Garrett Zorda
Environmental Engineer
Division of Energy, Mineral and Land Resources—State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7345 direct
garrett.zorda@ncden r.gov
127 Cardinal Drive Ext.
Wilmington, NC 28405
op)
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Email rrys. nd .?c e t&arc" __r `la is subject to the
-';...... :LZ. .._ L.:}.f _ w+ i., G•rs(;i�?�,+ t;to third parties.
From: [e-mail]<[e-mail]>
Sent:Tuesday, May 5,2020 5:51 PM
To:Zorda,Garrett D<[e-mail]>;[e-mail] <[e-mail]>
Cc: Hall, Christine<[e-mail]>;Weaver,Cameron <[e-mail]>;
[e-mail]<[e-mail]>
Subject: [External] RE: Bald Head Island Cape Fear Station Express Request
CAUTION: '• . + - . . . _ . -n attachments unless you verify.Send all suspicious email as an attachment to
•
1

Hi Garrett,
1. The center divider median is being planned to have the required volume and bottom surface area. I might not
be able to get the full 1' depth that infiltration basin#4 is. I can make the middle of the three transverse
medians larger to accomplish that. I am showing a 2'wide longitudinal median gap and am still deciding
whether to make a hard vertical edge(i.e.Oh:1V slope)or let sand droop naturally and make up for volume and
bottom area at middle transverse median. I will match or exceed existing calculations for infiltration drawdown,
etc. So yes, it is a reshaped infiltration basin#4.
2. I now intend to shove the parking a little more eastward, and less in Drainage Area 3. I plan to "capture" all of
the "parking" bua in the reshaped#4. And I was planning not to resize#3. I am not planning on adding bua to
the overall site impervious,so that means I will be temporary reducing the bua into basin 3. Sort of like if you
gave a mouse a cookie, I will thence need to redo the Basin 3/Drainage area 3 numbers to keep the overall
project with no change. So Drainage Area#3 and Drainage Area#4 get changed numbers.
P.S.this is for Swans Quarter which is not the same as Cape Fear Station. Hopefully I didn't leave a Cape Fear Station
heading somewhere in my request or in copying the forms from a last year Cape Fear Station Stormwater Express
request'
Bruce
Bruce Marek, P.E.
5489 Eastwind Rd
Wilmington, NC 28403
910-799-9245
Cell 910-228-2484
From:Zorda,Garrett D<[e-mail]>
Sent:Tuesday, May 5,2020 2:17 PM
To: [e-mail]; [e-mail]
Cc: Hall,Christine<[e-mail]>;Weaver,Cameron <[e-mail]>
Subject: Bald Head Island Cape Fear Station Express Request
Good Afternoon Bruce,
I am looking through the Express Request for the subject project to try and get a date scheduled and I have a couple of
items that need additional clarification.
1. The narrative indicates that this modification includes reshaping the permitted Infiltration Basin#4. Will the
proposed, reshaped Infiltration Basin#4 remain the same size (depth, surface area,volume)as the currently
permitted Infiltration Basin#4?Additionally,the narrative is unclear,can you confirm if the center divider
median of the proposed parking area is being designed as the proposed, reshaped Infiltration Basin#4?
2. Although a proposed site plan including the proposed temporary golf cart parking lot area was not included in
the request, based on the provided aerial photo overlaid with the proposed parking lot outline as well as the
approved plans, it appears that the temporary golf cart parking lot will be located within both Drainage Area#3
and Drainage Area#4. Is the overall BUA permitted to drain to Infiltration Basin#3 and Infiltration Basin#4
increasing or is it remaining at or below the permitted amount for each drainage area?
Once the above items are clarified,we should be able to schedule a date for this project.
Thanks,
2

Garrett Zorda
'Environmental Engineer
Division of Energy, Mineral and Land Resources—State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7345 direct
Qarrett.zorda(aancden r.Qov
127 Cardinal Drive Ext.
Wilmington, NC 28405
a.v.n...n M E++.rw..w Want
Cy'Prr3pi;rfle: o snd :;::tc)the
_ .rth Cain r to `'C,.bi?C, -R.T9c_7rds _3 ;a!: _ •`. ' •.''ird parties.
•

Hall, Christine
From: Weaver, Cameron
Sent: Monday, May 4,2020 11:17 AM
To: Hall. Christine
Subject: Fwd: [External] re Exprress Stormwater Mod request BHI Swans Qtr SW8-070801
I'll get the hard copy to you before I leave today on this and all new requests.
Get Outlook for iOS
From:Weaver, Cameron<[e-mail]>
Sent: Monday, May 4,2020 11:13:41 AM
To: [e-mail] <[e-mail]>
Cc: [e-mail]<[e-mail]>; 'William Mack' <[e-mail]>
Subject: Re: [External] re Exprress Stormwater Mod request BHI Swans Qtr SW8-070801
Hi Bruce.
I will get with Christine and get you a date as soon as possible.
Cameron
Get Outlook for iOS
From: [e-mail] <[e-mail]>
Sent: Monday, May 4, 2020 10:41:27 AM
To:Weaver,Cameron<[e-mail]>
Cc: [e-mail]<[e-mail]>; 'William Mack'<[e-mail]>
Subject: [External] re Exprress Stormwater Mod request BHI Swans Qtr SW8-070801
ICAUTION: xternat eir� t ks or open attachments unless you verify.Send al suspicious
Hi Cameron,
Wondering if you have a submittal date for me yet per my request 2 weeks ago?
The site has been basically barren since the original Swans Quarter burnt down in 1993 or 1994. It was built prior to
Stormwater's existence, In 2007 before the economy went into recession,we surveyed all of the burnt building pilings,
recreated what originally was there,and then per discussions with CAMA and Stormwater redesigned for only eight
condos. The permitted bua in SW8-070801 is 1.41 acres for the 3.25 acre site. We did fill in an on site man-made golf
course lagoon portion,which I believe was done by using some of the fill created by the shallow, Bald Head Island style
1' deep infiltration basins. The site sat empty until Bald Head Island Limited, LLC allowed the Bald Head Island Club in
1997 to use the site as a back entrance/construction laydown for the new swimming pools/restaurant. Then after
Hurricane Florence,the site was used as a FEMA Mulch Site by the Village of Bald Head Island. There was a lot of tree
debris that had to go somewhere!
The site is basically flat and barren,with the typical grade elevation between 5 FMSL and 6 FMSL. Now Limited is again
being neighborly, and allowing the Bald Head Island Club to put a temporary turfstone paver golf cart parking lot
between the Club tennis courts and the Hole 9 lagoon bulkhead. It is an odd shape of Limited's property, but made
1

more sense when Bald Head Island Limited owned Swan's Quarter and the Club. The condos wrapped three sides of the
tennis court. The paver parking is appx 0.3 acres, is 22%of the permitted impervious and 9% of the site acreage. No
credit will be requested for turfstone, and the location is predominantly in the footprint of permitted Swans Quarter
buildings#3 &#4, and the road/parking associated with them.
The Swans Quarter construction entrance was installed per stormwater/s&e plans, and the construction road to behind
the tennis courts mostly follows the Swans Quarter Rights of Way. Mostly sand, but some spotty gravel where
construction or FEMA got stuck in soft sand. There is one of the permitted sheds on site.
The paver parking encompasses infiltration basin#4. I have a sand,vegetated median within the parking to temporarily
replace it(Bald Head Island Limited, LLC is not giving up its plans to build the eight condo development).
Of course this project has gone the gamut from Village Building Inspector to CAMA Letter of Refinement Request, and
the thence "What does Stormwater say?" ( In record 1 hour time from Tara), and a conversation with Christine and
hence Express Request and submittal to the Bald Head Island ARB.
The approach is that this is Phase 1,with the temporary change in shape of Infiltration basin#4. Phase 2 is the Project
as presently permitted. All permits have been renewed as appropriate and are in good standing.
I'm even good with being a last minute fill in for someone who bails from an express review. Do you have a date that I
can put on my schedule for now when the submittal meeting will be? Chad Paul or Bill Mack will need to be there for
Limited,so they need to have it on their schedules. And I need a day or two to get 24"x36" plots and to seal and get
scanned. I have been hunkered down and will have to venture out for those.
Not sure if Georgette or Dan would say that this even reaches to the level of a review for temporary parking(a safety
thing) in this time of coronavirus. But I think I heard that Dan retired,as did several others. If you can check with the
powers that be,we are just talking about turfstone pavers on a sand island.
Bruce
Bruce Marek, P.E.
5489 Eastwind Rd
Wilmington, NC 28403
910-799-9245
Cell 910-224-2484
2

Original Appointment
From:Zorda,Garrett D<[e-mail]>On Behalf Of Weaver,Cameron
Sent:Thursday, May 7,2020 9:30 AM
To:Weaver,Cameron;Zorda, Garrett D
Subject:GZ-Bald Head Island Cape Fear Station
When:Thursday,June 18,2020 10:00 AM-11:00 AM (UTC-05:00) Eastern Time(US&Canada).
Where:tbd
Minor Mod/HD/$1,500 fee
2

Weaver, Cameron
From: Weaver, Cameron
Sent: Friday, May 8, 2020 1:57 PM
To: Zorda, Garrett D; [e-mail]; Bruce Marek
Subject: RE: GZ - Bald Head Island Cape Fear Station
All,
Thank you for choosing to use the Express program. The Express 11.11111111111submittal meeting is currently scheduled
for June 18 at 10:00 AM. Due to COVID-19, please arrange a virtual meeting for this review and submit the project
application and plans by June 16,2020 to this office to allow time for them to be retrieved. Please let us know as soon
as you have arranged the meeting. However, this date and time is subject to change due to unforeseen circumstances
such as office closure or illness.
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 2nd 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. In light of COVID-19, we ask
that attendees be limited to those that are essential for discussing the project. A conference call can be arranged
for others that wish to listen in.
3. A submittal package that includes:
a. Originally signed and notarized application forms (copies or unsigned forms are not accepted);
b. The person signing the application forms needs to meet the requirements in .1040;
c. Application fee ($2000); and
d. The submittal requirements in .1042
e. If a modification to an existing permit, a complete set of plan sheets (not just the revised pages), if
possible.
Cameron Weaver
Environmental Assistance Coordinator
NCDEQ-Wilmington Regional Office
127 Cardinal Drive Ext.
Wilmington NC 28405
910-796-7265
[e-mail]
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
Based on the current guidance to minimize the spread of COVID-19,the Department of Environmental Quality has
adjusted operations to protect the health and safety of the staff and public. Many employees are working remotely or
are on staggered shifts.To accommodate these staffing changes, all DEQ office locations are limiting public access to
appointments only. Please check with the appropriate staff before visiting our offices, as we may be able to handle your
requests by phone or email. We appreciate your patience as we continue to serve the public during this challenging
time.
1

Hall, Christine
From: Hall, Christine
Sent: Monday,April 20, 2020 9:09 AM
To: marekyd @ec.rr.com
Cc: MacPherson,Tara
Subject: RE: [External] FW: Letter of Refinement Request - Bald Head Island Limited LLC CAMA
121-07 Swans Quarter SW8-070801
Good morning Bruce,
I will not able to confirm that stormwater will be able to approve the changes until the modification is submitted and the
reviewer has a chance to look it over. However,as tong as it stays within the previously permitted limits and meets the
originally approved desig'criteria,then it is likely that it:an be permitted.
Please let me know if you have additional questions.
Christine
Erg-ail corresponelt- c to cjmi '!'1 this rlr! ?:.;;, :3 st!0jec.t to the
North Carolina Public Records Lew and may be disc!os.'d to third t�
From: [e-mail] [mailto:[e-mail]]
Sent: Friday,April 17,2020 3:50 PM
To: Hall,Christine<[e-mail]>
Cc: [e-mail]; MacPherson,Tara<[e-mail]>
Subject: [External] FW: Letter of Refinement Request-Bald Head Island Limited LLC CAMA 121-07 Swans Quarter SW8-
070801
Hey Christine,
In record time, under an hour to be more specific,Tara got back to me and asked if Stormwater would approve. I have
added Bald Head Island Limited, LLC's Swans Quarter Sheets C2 Site Plan,Stormwater Plan C4 and S&E Details Sheet
ED1 that includes Infiltration Basin Detail. These attachments are at the bottom since the CAMA attachments were
already at the top.
As mentioned in my CAMA LOR Request,the site was used by FEMA/the Village of Bald Head Island as the Village Mulch
Site. When there were finished the site was basically bulldozed flat. I plan to have a surveyor out to the island next
week, if allowed on the island,to restake seven of the as-permitted infiltration basins. For some reason, landscapers and
golf courses are essential businesses,so the Club landscape crew can knock out these appx 1' depth basins pretty
quickly. #4 falls into the requested temporary parking pad. You know how much I like shallow infiltration basins,so I am
showing a center median that has appx or more volume than the original.
Club wants to use this for swimming pool overflow golf cart parking,and it is only appx 0.32 acres of bua,whereas the
site is permitted for 1.41 acres. This is a neighborly favor BHI Limited is allowing the Club to do,as island revenues will
be dismal pre Memorial Day or longer.
I do have a good number of drawings and permit info at home. I have included the renewal application from 2017. I'll
have to dig deeper for the original permit if you don't have access. Pavers purchased are turf-stone, but I am not
claiming any credit for that. On the island turfstone is often used to delineate parking area.
1

Bruce
Bruce Marek, P.E.
5489 Eastwind Rd
Wilmington, NC 28403
910-799-9245
Cell 910-228-2484
From: [e-mail] <[e-mail]>
Sent: Friday,April 17, 2020 2:13 PM
To:'MacPherson,Tara'<[e-mail]>
Cc: [e-mail]; 'William Mack' <[e-mail]>
Subject: Letter of Refinement Request- Bald Head Island Limited LLC CAMA 121-07 Swans Quarter
Happy Friday! I was going to wish you a Good Friday, but that was last week.
Attached is a letter of Refinement Request for putting some temporary paver parking on Swans Quarter for the BHI Club
use as swimming pool overflow parking,as Limited's Swans Quarter,CAMA 121-07 abuts the BHI Club CAMA 108-17
permitted paver area P6 from their/my C2.1 Rev 6 Stormwater Plan. You previously acknowledged acceptance as the
Club's drawing as their CAMA site plan. Mr. Chad Paul/Limited are being neighborly,as with the island shut down at the
moment to contractors,there would be no opportunity this year to commence the full Swans Quarter project.
The paver area is Rectilinear, appx 174'x80',with a vegetated depressed median in the center. I tried to draw the shape
in Google Earth. The median cut out appx equals the interconnect driveways to the Club.
Hope it is something you can knock out quickly.
Bruce
Bruce Marek, P.E.
5489 Eastwind Rd
Wilmington, NC 28403
910-799-9245
Cell 910-228-2484
2