NH_15-54_Evans

NEW HANOVER COUNTY
Local Government
C�&/s-/4;7
let MODIFICATION
CAMA
MINOR DEVELOPMENT
PERMIT
15-54
Permit Number
as aulhortzed by the State of North Carolina, Department of Environment,
and Natural Resources and the Coastal Resources Commission for development
In an area of environment concern pursuant to Section 113A-118 of the
General Statutes, "Coastal Aron Management'
Issued to Gerald & Lee Evans, authorizing development in the Ocean Hazard and Estuarine Shoreline (OR" Areas of
Environmental Concern (AEC) at 94 Beach Road South, Figure Eight Island, in Wilmington, NC, as requested in the permittee's
application, dated October 2, 2015. This permit, Issued on August 4, 2016, is subject to compliance with the application and site
drawing (where consistent with the permit), all applicable regulations and special conditions and rotes set forth below. Any
violation of these terms may subject penntitee to a tine, Imprisonment or civil action, or may cause the permit to be null and void.
This permit authorizes: Demolition of existing house, driveway and septic system. Construction of a new two story residence with driveway,
septic system and associated landscaping.
(1) All proposed development and associated construction must be done in accordance with the permitted work plat drawings(s) dated
received on August 4, 2016.
(2) All construction must conform to the N.C. Building Code requirements and all other local, Stale and Federal regulations, applicable
local ordinances and FEMA Flood Regulations.
(3) Any charge or changes in the plans for development, construction, or land use activities will require a reevaluation and modification of
this permit
(4) A copy of this permit shall be posted or available on site. Contact this office at 910-798-7116 for a final inspection at compielion of
work.
(Additional Permit Conditions on Page 2)
This permlt action may be appealed by the permhtee or other qualified persons
within twenty (20) days of the issuing date. This permit must be on the project
site and accessible to the permit officer when the project is Inspected for
compliance. Any maintenance work or projed modification not covered under
this permit, require further written permit approval. Al work must cease when this
permit expires on:
DECEMBER 31, 2018
In issuing this permit it is agreed that this prof ed is consistent with the local Land
Use Plan and all applicable ordinances. This permit may not be transferred to
another party without the written approval of the Division of Coastal
Management.
A Lk
Linda E. Painter
CAMA LOCAL PERMIT OFFICIAL
230 Government Center Drivee Suite
ED
Wilmington, N09W
DCM WILMINGTON, NC
AUG 0 5 2016
PERMITTEE
(Signature required if oondlllans above apply to permit)

Name: Gerald & Lee Evans
Minor Permit # 15.54
Date: November 10, 2015
Page 2
The structure must set back a minimum of 60 feet from the first line of stable natural vegetation, as determined by the LPO.
The septic tank must be set back a minimum of 60 feet from the first line of stable natural vegetation, as determined by the
LPO, and shall not encroach into coastal wetlands.
(6) Non-structural fill required for installation of septic system must meet all applicable requirements as stated in the New Hanover
County Flood Damage Prevention Ordinance.
(7) The amount of impervious surface shall not exceed 25% of the lot area within 575 feet of Normal High Water. (Estuarine
Shoreline - ORW Area of Environmental Concern), in this case,1,666 sq. ft. of new impervious is authorized.
(8) All buildings constructed within the ocean hazard area shall comply with the INC Building Code, including the Coastal and Flood
Plain Construction Standards of the N. C. Building Code, and the Local Flood Damage Prevention Ordinance as required by the
National Flood Insurance Program. If any provisions of the building code or a flood damage prevention ordinance are
Inconsistent with any of the following AEC standards, the more restrictive provision shall control.
(9) Dune disturbances will be allowed only to the extent necessary for development and 'd the dune's protective value is not
weakened or reduced. Disturbed dune areas will be immediately stabilized.
(10) All unconsolidated material resulting from associated grading and landscaping shall be retained on site by effective
sedimentation and erosion control measures. Disturbed areas shall be vegetatafively stabilized (planted and mulched) within 14
days of construction completion.
(13) Any structure authorized by this permit shall be relocated or dismantled when it becomes imminently threatened by changes In
shoreline configuration. The structure(s) shall be relocated or dismantled within two years of the time when it becomes
imminently threatened, and in any case upon its collapse or subsidence. However, if natural shoreline recovery or beach
renourishment takes place within two years of the time the structure becomes Imminently threatened, so that the structure is no
longer imminently threatened, then it need not be relocated or dismantled at that time. This condition shall not affect the permit
holder's right to seek authorization of temporary protective measures allowed under CRC rules.
(11) This permit does not authorize development within any wetlands or open water areas.
It 2) Prior to any development, sift fence shall be property installed between all planned land disturbance and the adjacent marsh
and open water areas; the sift fence shall be property maintained throughout the construction period. Silt fence shall be
installed such that it is property toed -min to the soil.
DCM WILMINGTON, NC
AUG 052016
SIGNATURE: DATE:
PERMITTEE

REGISTERED MAIL
RETURN RECEIPT REQUESTED
1 July 2016
RECEIVED
AUG 4 2016
Mr. Kenneth & Mrs. Janie Budd NEW HANOVER COUNTY
c/o Sand Dollar Island LLC
PLANNING & ZONING
128 Haywood Drive
Advance, NC 27006
Dear Mr. & Mrs. Budd
This letter is to notify you, as an adjacent riparian landowner that Mr. & Mrs. Gerald
Evans of 4401 Bent Tree Farm Road, Winston-Salem, NC 27106, plan to construct a
two-story residence on pilings at their property at 94 Beach Road South, Wilmington, NC
28411. The enclosed Site Plan accurately depicts the proposed construction.
Should you have no objections to this proposal, please check the statement below, sign
and date the blanks below the statement and return this letter to:
Johnston Architecture AIA
PO Box 11360
Wilmington, NC 28404
Should you have objections to this proposal, please send your written comments to:
CAMA Local Permit Officer
Ms. Christine Bouffard
New Hanover County Planning, Zoning & Inspections
230 Government Center Drive Suite 110
Wilmington, NC 284D3
Comments will be considered up until the time of issuance of a permit.
Ian A. Johnston, Architect AIA
I have no objection to the project as presently proposed.
I have objections to the project as presently proposed and
have enclosed comments.
6
'Signature er r Kt iz /Sw'ee'( Dat i -/
RECEIVED
DCM WILMINGTON, NC
AUG 0 5 2016
Johnston Arrhftdure AIAPO Box 11360, Wilmington, NC 28404 (910)-76M739 wAohnstonarehitec ture.mm

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910/82/2816 11:55 7043640239 15UWLt5
PAGE 01/01
1 July 201e
Mr. Erskine & Mrs, Crandall Bowles
6725 Old Providence Road
Charlotte, NC 28226
Dear Mr. & Mrs. Bowles:
RECEIVED
AUG 4 2016
NEW HANOVER COUNTY
PLANNING & ZONING
This letter is to notify you, as an adjacent riparian landowner that Mr. & Mrs. Gerald
Evans of 4401 Bent Tree Farm Road, Winston-Salem, NC 27106, plan to construct a
iwe-story residence on pilings at their property at 94 Beach Road South, Wilmington, NC
28411. The enclosed Site Plan accurately depicts the proposed construction and
proposed shift in the location of the residence. We are modifying the design to shift the
new residence location toward Beach Road South such that the position & the ocean
face will be 15'-6' bark from the ocean face of your residence. The face of the Evans
upper decks will be back T-5" from the face of your deck. The Evans ground floor deck
will extend toward the ocean to the extent allowable by F81 HOA Deck Setback This will
improve your views to the south and we respectfully request that you approve this
relocation.
Should you have no objections to this proposal, please check the statement below, sign
and date the blanks below the statement and return this letter to:
Johnston Architecture AIA
PO Box 11360
Wilmington, NC 28404
Should you have chjectione to this proposal, please send your written comments to,
CAMA Local Permit Officer
Ms. Christine Bouffard
New Hanover County Planning, Zoning & Inspections
230 Government Center Drive Suite 110
Wilmington, NC 28403
Comments will be considered up until the time of issuance of a permit
Sincerely,
�Ian A_ Johnston rchitect All
I have no objection to the project as present) osed.
Ypro p RECEIVED
I have objections to the project as presently proposed and DCM WILMINGTON, NC
sad comments.
AUG 0 5 2016
4&Signature -Da e
Jehnstoo ArchrbWure AIA Gp Bar I IM, VftrOgton, No 28404 (910)-763-5739 wyohnstaranchHac ure cm

NEW HANOVER COUNTY
Local Government
CAMA
MINOR DEVELOPMENT
PERMIT
15-54
Permit Number
as authorized by the State of North Carolina, Department of Environments
and Natural Resources and the Coastal Resources Commission for development
in an area of environment torero pursuant to Section 113A-11B of the
General Statutes, "Coastal Area ManagemenC
Issued to Gerald & Lee Evans, authorizing development in the Ocean Hazard and Estuarine Shoreline (ORW) Areas of
Environmental Concern (AEC) at 94 Beach Road South, Figure Eight Island, in Wilmington, NC, as requested in the permittee's
application, dated October 2, 2015. This permit, issued on November 10, 2015, is subject to compliance with the application and
site drawing (where consistent with the permit), all applicable regulations and special conditions and notes set forth below. Any
violation of these terms may subject pemnittee to a fine, imprisonment or civil action, or may cause the permit to be null and void.
This permit authorizes: Demolition of existing house, driveway and septic system. Construction of a new two story residence with driveway,
septic system and associated landscaping.
(1) All proposed development and associated construction must be done in accordance with the permitted work plat drawings(s) dated
received on October 22, 2015.
(2) All construction must conform to the N.C. Building Code requirements and all other local, State and Federal regulations, applicable
local ordinances and FEMA Flood Regulations.
(3) Any change or changes in the plans for development, construction, or land use activities will require a re-evaluation and modification of
this permit.
(4) A copy of this permit shall be posted or available on site. Contact this office at 910-798-7116 for a final inspection at completion of
work.
(Additional Permit Conditions on Page 2)
This permit action may be appealed by the pernittee or other qualified persons
within twenty (20) days of the issuing date. This permit must be on the project
site and accessible to the permit officer when the project is inspected for
compliance. Any maintenance work or project modification not covered under
this permit, require further whiten permit approval. Al work must cease when this
permit expires on:
DECEMBER 31, 2018
In issuing this permit it is agreed that this project is consistent with the local Land
Use Plan and all applicable ordinances. This permit may not be transferred to
another party without the written approval of the Division of Coastal
Management.
SW 9 1 no.N
Linda E. Painter
CAMA LOCAL PERMIT OFFICIAL
230 Government Center Drive, Suite 110
Wilmington, NC 28403
PERMIT -TEE
(Signature required if conditions above apply to permit)

Name: Gerald & Lee Evans
Minor Permit # 15.54
Date: November 10, 2015
Page 2
(5) The structure must set back a minimum of 60 feet from the first line of stable natural vegetation, as determined by the LPO.
The septic tank must be set back a minimum of 60 feet from the first line of stable natural vegetation, as determined by the
LPO, and shall not encroach into coastal wetlands.
(6) Non-structural fill required for installation of septic system must meet all applicable requirements as stated in the New Hanover
County Flood Damage Prevention Ordinance.
(7) The amount of impervious surface shall not exceed 25% of the lot area within 575 feel of Normal High Water. (Estuarine
Shoreline - ORW Area of Environmental Concern), in this rase, 1,666 sq. ft. of new impervious is authorized.
(8) All buildings constructed within the ocean hazard area shall comply with the NC Building Code, including the Coastal and Flood
Plain Construction Standards of the N. C. Building Code, and the Local Flood Damage Prevention Ordinance as required by the
National Flood Insurance Program. It any provisions of the building code or a flood damage prevention ordinance are
inconsistent with any of the following AEC standards, the more restrictive provision shall control.
(9) Dune disturbances will be allowed only to the extent necessary for development and if the dune's protective value is not
weakened or reduced. Disturbed dune areas will be immediately stabilized.
(10) All unconsolidated material resulting from associated grading and landscaping shall be retained on site by effective
sedimentation and erosion control measures. Disturbed areas shall be vegetatatively stabilized (planted and mulched) within 14
days of construction completion.
(13) Any structure authorized by this permit shall be relocated or dismantled when it becomes imminently threatened by changes in
shoreline configuration. The structure(s) shall be relocated or dismantled within two Years of the time when it becomes
imminently threatened and in any case upon its collapse or subsidence. However, if natural shoreline recovery or beach
renourishment takes place within two years of the time the structure becomes imminently threatened, so that the structure is no
longer imminently threatened, then it need not be relocated or dismantled at that time. This condition shall not affect the permit
holder's right to seek authorization of temporary protective measures allowed under CRC rules.
(11) This permit does rat authorize development within any wetlands or open water areas.
(12) Prior to any development, silt fence shall be property installed between all planned land disturbance and the adjacent marsh
and open water areas, the silt fence shall be property maintained throughout the construction period. Sift fence shall be
installed such that it is property toed -in to the soil.
SIGNATURE:
DATE:
9107 Z 1 n011
ON 'N0i9NIWIIM 0!00
CI:A! 7=1E1
PERMITTEE

Locality Alp 1lJ �RY1W0A.. PemtitNmnber
Ocean Hazard Estuarine Shoreline ORW Shoreline Public Trust Shoreline Other
(For official use only)
GENERAL INFOkMATION
LAND OWNER
Name Mr. Gerald ii Mrs. Lee Evans
Address 4401 Bent Tree Farm Road
City Winston-Salem State NC Zip27106
Phone [phone]
Emailiee.eyans QAtrlad.rr.Com
AUTHORIZED AGENT
Name Ian A. Johnston AIA
Address PO Box 11360
City Wilmington State NC Zip 28404 Phone [phone]
Email [e-mail]
LOCATION OF PROJECT: (Address, street name and/or directions to site. If not oceanfront, what is the name of the
adjacent waterbody.)AAantic Ocean; Middle Sound, 94 Beach Road South, Figure Eight Island
DESCRIPTION OF PROJECT: (List all proposed construction and land disturbance.) Single Family Residence
SIZE OF LOT/PARCEL: 35,800sf square feet .82
acres
PROPOSED USE: Residential Q✓ (Single-family j] Multi -family Q) Commercial/industrial D Other 0
COMPLETE EITHER (1) OR (2) BELOW (Concoct your Local Permit ofwer ifyou are not sure which ABC applies
to your property):
(1) OCEAN HAZARD AECs: TOTAL FLOOR AREA OF PROPOSED STRUCTURE: 6.289 square feet (includes
air conditioned living space, parking elevated above ground level, non -conditioned space elevated above ground level but
excluding non -load -bearing attic space)
(2) COASTAL SHORELINE AECs: SIZE OF BUILDING FOOTPRINT AND OTHER IMPERVIOUS OR BUILT
UPON SURFACES: _ square feet (includes the area of the roof/drip line of all buildings, driveways, covered decks,
concrete or masonry patios, etc. that are within the applicable AEC. Attach your calculations with th� proiect_dral na 1
STATE STORMWATER MANAGEMENT PERMIT. Is the project located in an area subjQ1Wa M IP\� &, NC
Management Permit issued by the NC Division of Water Quality?
YES= NCB 0 C T 0 2 2015
If yes, list the total built upon area/impervious surface allowed for your lot or parcel: IBC kEl V E D
DCM WILMINGTON. NC
0 C T 0 2 2015
RECEIVED OCT 0 2 2015

*1-
OTHER PERMITS MAY BE REQUIRED: The activity you are planning may require permits other than the CAMA
minor development permit, including, but not limited to: Drinking Water Well, Septic Tank (or other sanitary waste
treatment system), Building, Electrical, Plumbing, Heating and Air Conditioning, Insulation and Energy Conservation, FIA
Certification, Sand Dune, Sediment Control, Subdivision Approval, Mobile Home Park Approval, Highway Connection, and
others. Check with your Local Permit Officer for more information.
STATEMENT OF OWNERSHIP:
1, the undersigned, an applicant for a CAMA minor development permit, being either the owner of property in an AEC or a
person authorized to act as an agent for purposes of applying for a CAMA minor development permit, certify that the person
listed as landowner on this application has a significant interest in the real property described therein. This interest can be
described as: (check one)
aan owner or record title, Title is vested in Gerald and Lee Evans see Deed Book 5561
page 2224 in the New Hanover County Registry of Deeds.
pan owner by virtue of inheritance. Applicant is an heir to the estate of
probate was in County.
Qf other interest, such as written contract or lease, explain below or use a separate sheet & attach to this application.
NOTIFICATION OFADJACENT PROPERTY OWNERS:
I furthermore certify that the following persons are owners of properties adjoining this property. I affirm that I have given
ACTUAL NOTICE to each of them concerning my intent to develop this property and to apply for a CAMA permit.
(Name) (Address)
(l) Mr. Erskine & Mrs. Crandall Bowles, 6725 Old Providence Road, Charlotte, NC 28226
(2) Mr. Kenneth & Mrs. Janie Budd, 128 Haywood Drive, Advance, NC 27006
(3)
(4)
ACKNOWLEDGEMENTS:
I, the undersigned, acknowledge that the land owner is aware that the proposed development is planned for an area which
may be susceptible to erosion and/or flooding. I acknowledge that the Local Permit Officer has explained to me the particu-
lar hazard problems associated with this lot. This explanation was accompanied by recommendations concerning stabiliza-
tion and floodproofrng techniques.
I furthermore certify that I am authorized to grant, and do in fact grant, permission to Division of Coastal Management staff,
the Local Permit Officer and their agents to enter on the aforementioned lands in connection with evaluating information
related to this permit application.
This the 1 St day of Octobeft E I V ED
— Herd y GTON, NC
1 A4 A- IPL*#15'R.q.( aix nc_L 0 2 2015
Landowner or person authorized to act as his/her agent for purpose of filing a CAMA permit application
This application includes. general information (this form), a site drawing as described on the back of this application, the
ownership statement, the Ocean Hazard AEC Notice where necessary, a check for $100.00 made payable to the locality, and
any information as may be provided orally by the applicant. The details of the application as described by these sources are
incorporated without reference in any permit which may be issued. Deviation from these details will constitute a violation of
any permit. Any person developing in an AEC without permit is subject to civil, criminal and administrative action.
RECEIVED DCT 0 2 2015

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'RECEIVED OCT 0 2 2015
RECEIVED
DCM WILMINGTON, NC
OCT 0 22015

N.C. DIVISION OF COASTAL MANAGEMENT
AGENT AUTHORIZATION FORM
Data 10h 12010F7
Name of Property Owner Applying for Permit:
M(e. at M¢s. Ca�2a�n Evnt.vf
Mailing Address:
44et FW41 '?Rq= FaeM R-V
\Yluyto..t- snt�ra NG_ �7-I�Co
I certify that I have authorized (agent) _l QK A.-6wvrea4 AAA, to act an my
behalf, for the purpose orappiying for and obtaining all C.AMA Permits necessary to
install or construct (activity) r. YIL`!Z IA�rIt£ rent CLIJn46F .
at (my property located at) 94_�1'—Rr=I!-Kw.fi �rou{t1, UtIlM. t M.G 211S411.
This certification is valid thru (date)
RECEIVED
DCM WILMINGTON, NC
0 C T 082015

REGISTERED MAIL
RETURN RECEIPT REQUESTED
24 September 2015
Mr. Kenneth & Mrs. Janie Budd
c/o Sand Dollar Island LLC
128 Haywood Drive
Advance, NC 27006
Dear Mr. & Mrs Budd:
This letter is to notify you, as an adjacent riparian landowner that Mr. & Mrs. Gerald
Evans of 4401 Bent Tree Farm Road, Winston-Salem, NC 27106, plan to construct a
two-story residence on pilings at their property at 94 Beach Road South, Wilmington, INC
28411. The enclosed Site Plan accurately depicts the proposed construction.
Should you have no objections to this proposal, please check the statement below, sign
and date the blanks below the statement and return this letter to.
Johnston Architecture AIA
PO Box 11360
Wilmington, NC 28404
Should you have objections to this proposal, please send your written comments to:
CAMA Local Permit Officer
Ms. Christine Bcuffard
New Hanover County Planning, Zoning & Inspections
230 Government Center Drive Suite 110
Wilmington, NC 28403
Comments will be considered up until the time of issuance of a permit.
Sincerely,
Ian A Johnston, Architect AIA
I have no objection to the project as presently proposed.
I have objections to the project as presently proposed and
have enclosed comments.
Signature Date
RECEIVED
DCM WILMINGTON, NC
OCT 0 2 2015
Johnston Architecture AIAPO Box 11360, Wilmington, NC 28404 (910)-76&5739 w-johnstonarchitecture.com
RECEIVED OCT 0 2 2D15

REGISTERED MAIL
RETURN RECEIPT REQUESTED
24 September 2015
Mr Erskine & Mrs. Crandall Bowles
6725 Old Providence Road
Charlotte, NC 28226
Dear Mr. & Mrs. Bowles:
This letter is to notify you, as an adjacent riparian landowner that Mr. & Mrs. Gerald
Evans of 4401 Bent Tree Farm Road, Winston-Salem, NC 27106, plan to construct a
two-story residence on pilings at their property at 94 Beach Road South, Wilmington, NC
28411. The enclosed Site Plan accurately depicts the proposed construction.
Should you have no objections to this proposal, please check the statement below, sign
and date the blanks below the statement and return this letter to:
Johnston Architecture AIA
PO Box 11360
Wilmington, NC 28404
Should you have objections to this proposal, please send your written comments to:
CAMA Local Permit Officer
Ms. Christine Bouffard
New Hanover County Planning, Zoning & Inspections
230 Government Center Drive Suite 110
Wilmington, NC 28403
Comments will be considered up until the time of issuance of a permit.
Sincerely,
Ian A. Johnston, Architect AIA
Signature
have no objection to the project as presently proposed.
I have objections to the project as presently proposed and
have enclosed comments.
Date RECEIVED
DCM WILMINGTON, NC
OCT 0 2 2015
RECEIVED OCT 0 2 2015
Johnston Architecture AIA PO Box 11360, Wilmington. NC 28404 (910)-763-5739 w-jchnstonarchitecture.00m

NCDENR Stormwater BMP Manual
Revised:10-16-12
18. Permeable Pavement
Description
Permeable pavement is an alternative to conventional paving materials (concrete and
asphalt) that allows stormwater to infiltrate through void spaces for temporary storage.
Stormwater can then be infiltrated into the soil or detained and released,
Permeable pavement designed for INFILTRATION:
Built Upon Area (BUA) Credit: Receives credit based on the NRC,S Hydrologic Soil Group
cohere installed for determining whether a project is low or high density:
• A and B soils. 75' pervious and 25% BUA -�K Q$4, a -jp?; fof2ViaJS¢ 30'1f•8
• C and D soils: 509 pervious and 50% BUA • 4iVQ�YtW1, CA W4 R5(2K1T
Pollutant Removal Credit Receives the regulatory credits listed below for treating its own
footprint as well as any other BUA from the site that drains to the pavement (the ratio of
additional BUA to permeable pavement area shall not exceed 1-1).
`ant Removal
85% Total Suspended Solids
30% Total Nitrogen"
60% Total Phosphorus*'
Water Quantity
yes Peak Attenuation
yes Volume Capture
Low
Land Requirement
Med
Cost of Construction
Med
Maintenance Burden
High
Treatable Basin Size
Med
Possible Site Constraints
High
Community Acceptance
Built Upon Area (BUA) Credit. Does not receive a reduced BUA credit because it is not
designed with the intent to infiltrate a significant amount of stormwater.
Pollutant Removal Credit Receives the regulatory credits listed below for treating its own
footprint as well as any other BUA from the site which drains to the paventent (the ratio of
additional BUA to permeable pavement area shall not exceed 1 t1).
Regulatory
Credits
Pollutant Removal
70 or 85%
Total Suspended Solids
10%
Total Nitrogen'*
10%
Total Phosphorus "
Water Quantity
ves Peak Attenuation
ves Volume Capture
Low
Land Requirement
Med
Cost of Construction
Med
Maintenance Burden
High
Treatable Basin Sue
Med
Possible Site Constraints
High
Community Acceptance
CEIVED
Please note that in D soils, the ponding time may be too long to design permeable pa or
infiltration;, in this case, the pavement shall be designed for detention. U ILMINGTON, NC
The nutrient regulatory credits are in annual mass load reduction (not concentration).00T 0 2 2015
'76% TSS removal if a geomembrane barrier is used above the subsoil.
85% TSS removal if a geomembrane barrier is not used above the subsoil
RECEIVED DC i 0 2 2015
Permeable Pavement 18-1 October 2012
kk

NCDENR Stormwater BMP Manual Chapter Revised:10-16-12
For all Permeable Pavement Tvnes: *&-S-�
Advantages
• Replaces BUA with materials that
infiltrate or detain stormwater.
• Eliminates standing water on pavement.
• Reduces the pollutant loading, runoff
rate, and volume associated with
stormwater runoff.
• Reduces land consumption by using
treatment area for parking/driving.
• A useful BMP for heavily developed sites
with limited space.
Major Design Elements:
Disadvantages
• Without proper maintenance it can
become clogged by sediment,
compromising its effectiveness.
• Not applicable for all site conditions.
• Pavement installation costs are higher
than conventional pavements. However,
overall costs may be comparable or lower
when considering the cost savings from
reduced needs for stormwater piping and
land for BMPs,
Throughout the table below and the chapter, three different imperatives are used with
the following intended meanings:
• "Shall" is used for items that are required to receive straightforward approval of
the design as well as the regulatory credits summarized on page 18-1.
• "Should" is used for items that are recommended for good design practice and
optimum performance.
• "May" is used for items that are options to consider in the context of the specific
permeable pavement application.
The "shahs" in this chapter are not based on NC stormwater rules (15A NCAC 2H
.1000), which do not contain any requirements specific to permeable pavement (a
technology not commonly used at the time of rule development). The required design
in this chapter is based on current research and the experience and best professional
judgment of experts in the field of pavement design and stormwater management.
Design professionals desiring to deviate from this chapter shall provide technical
justification that their design is equally or more protective of water quality (vague,
anecdotal or isolated evidence is not acceptable). Review staff shall consider deviations
from the required items in this chapter on a case -by -case basis. Alternative designs may
receive lower regulatory credits.
1. An NC licensed professional with appropriate expertise shall investigate the soils and
determine their suitability as a subgrade for permeable pavement.
2. Permeable pavement shall not be installed in the portions of hotspot areas where toxic
pollutants are stored or handled (some examples of hotspots are listed in Section 18.3).
3. The seasonal high water table (SHWT) shall be at least two feet below the base of the
aggregate storage layer. This requirement may be relaxed to one foot if additional
borings and investigation can firmly establish the elevation of the SHWT. R E C
4. All manufacturer requirements, product standards, and industry guidelin
followed to ensure lasting effectiveness (in addition to meeting the requirementotT 01
this chapter).
Permeable Pavement
18-2
WED
JGTON, NC
2 2015
RECEIVED OCT 0 2 2015
October 2012
I

NCDENR Stormwater BMP Manual
Revised:1016-12
5.
The surface of the permeable pavement shall have a slope of 5 6%. The surface of the
soil subgrade shall have a slope of 5 0.5%. Terraces and baffles may be installed to
achieve flat subgrades under sloping pavement surfaces.
6.
Washed aggregate base materials shall be used.
7.
In HSG B, C and D, the surface of the soil subgrade under infiltrating permeable
pavement should be scarified, ripped or trenched immediately prior to aggregate base
placement to maintain the pre -construction subgrade infiltration rate.
8.
Permeable pavement (regardless of whether it is designed for infiltration or detention)
shall be designed to treat the water quality storm and to provide safe conveyance of
the 10-year, 24-hour storm event via infiltration, bypass or detention and release.
9.
Permeable pavement may be designed to receive runoff from adjacent BUAs such as
roofs and conventional pavement (if the soils under the permeable pavement have
adequate capacity to infiltrate the additional runoff). The design shall provide storage
for the entire runoff volume as explained in this chapter. In addition, there shall be a
well -designed system to convey the runoff from the BUA to the permeable pavement.
10.
Runoff from adjoining pervious areas, such as grassed slopes and landscaping, shall
be prevented by grading the landscape away from the permeable pavement.
Exceptions such as site restrictions on redevelopment projects shall be reviewed on a
case -by -case basis.
11.
Permeable pavement shall not be installed until the upslope and adjoining areas are
stabilized. After installations, barriers shall be installed to prevent construction traffic
from driving on the pavement.
12.
The soil subgrade for the permeable pavement shall be graded when dry. The
aggregate base and permeable surface course should be completed as quickly as
possible to reduce risk of soil subgrade compaction.
13.
Permeable pavement may be placed on fill material as long as the material is at least
as permeable as the in -situ soil after it is placed and prepared. Fill material comprised
of HSG A or B shall not be placed on top of an in -situ HSG C or D to receive
additional BUA credit.
14.
A minimum of one observation well shall be provided at the low point in the system
unless the subgrade is terraced, in that case, there shall be one well for each terrace.
15.
Edge restraints shall be provided around the perimeter of permeable interlocking grid
pavers as well as anywhere permeable pavement (of any type) is adjacent to
conventional asphalt.
16.
Permeable pavement shall be maintained as specified in Section 18.6 of this chapter.
17.
Permeable pavement signage shall be clearly and permanently posted to prevent use
by inappropriate vehicles, and the deposition and storage of particulate matter (except
for single family residences, where signage is optional).
R CEIVED
DCM WILMINGTON, NC
OCT 0 2 2015
RECE1VEj) OCT 022015
Permeable Pavement 18-3 October 2012

NCDENR Stonnwater BMP Manual Chapter Revised:10-1612
18.1. Description and Purpose
Permeable pavement is a best
management practice that captures
stormwater through voids in the
pavement surface and filters water
through an underlying aggregate
reservoir. The reservoir typically allows
the water to infiltrate into the soil
subgrade. The reservoir can also be
designed to detain and release the water
to a surface conveyance system if the
underlying soil is not suitable for
infiltration.
The purpose of permeable pavement is
to control the quality and quantity of
stormwater runoff while
runoff volumes and pollutants.
* SJ 51+
accommodating pedestrians, parking
and possibly traffic (if adequate
structural support is provided). Permeable pavement is especially useful in existing
urban developments where the need to expand parking areas is hindered by lack of
space needed for stormwater management. Permeable pavement is also useful in new
developments with limited space where land costs are high, and when nutrient
reductions or green building certification program are desired.
Permeable pavement can receive two types of stormwater management credits: BUA
(built -upon area) and pollutant removal. BUA credit is given to permeable pavements
designed to infiltrate the design storm. This credit varies based on the type of soil over
which the pavement is installed. Detention systems do not receive a BUA credit because
they are not designed to infiltrate a significant amount of stormwater. Pollutant removal
credit is given for the surface of the pavement as well as any other BUA from the site
treated by the pavement. All of these credits are based on designing, constructing and
maintaining the permeable pavement in accordance with this chapter.
Like the other BMPs in this manual, permeable pavements shall be designed based on
storing and treating the design storm volume and providing for safe bypass or treatment
of the 10-year, 24-hour storm.
This chapter focuses on the most successfully applied types of permeable pavement:
permeable interlocking concrete pavers PCP), porous asphalt (PA) and pervious
concrete (PC). Other permeable pavements surfaces are discussed, i.e., conc}� l V E D
pavers, and plastic reinforcing grid pavers. See Figure 18-2 below for a p ' tH
permeable pavement terminology. C ILMiNGTON, NC
OCT 0 2 2015
Rf CEfIVEo OCT Q 2 2MS
Permeable Pavement 18-4 October 2012

NCDINR Stormwater BMP Manual
Revised: 10-16-12
Pervious Concrete (PC) Permeable Interlocking
or Porous Asphalt Concrete Pavers (PICP)
Pavers & Ha 8
Pervious Conade surface Course " Stone A Openings
or Porous Asptrsl —` Bedding Course
Aggregate 3ese� I mj
subsoil
(m-situ SOY) •" `✓bf^::-.'7c'J�
Figure 18-2. Permeable Pavement Cross -Sections Source: NCSU-BAE 2012
18.2. Regulatory Credit
In order to receive the regulatory credits described in this section, permeable pavement
systems shall be designed, constructed and maintained in accordance with this chapter.
Permeable pavement can be used to treat stormwater throughout North Carolina. The
design of the pavement system is customized based on the soil type at the site. The
regulatory credit is also customized based on the type of design. Like other BMPs,
permeable pavement receives credit for pollutant removal and can also be designed for
volume control. In addition, permeable pavement designed for infiltration can receive
credit for built -upon area (BUA) reduction.
Whether designed for infiltration or detention, permeable pavement systems may be
designed to treat additional BUA up to a 1:1 ratio (additional BUA to pavement area).
For example, in the parking lot shown below, the design could include parking stalls
with permeable pavement (shaded in light green) and the travel lanes (not shaded) with
conventional pavement. The design of the subgrade, aggregate base and underdrain
would be tailored to handle the additional stormwater runoff.
Figure 18-3. Parking Lot with Permeable and Conventional Pavement
H27-CEIVED
6CM WILMINGTON, NC
0 C T 0 2 2015
RECEIVED QC7 a 2 2015
Permeable Pavement 18-5 Dctober 2012

NCDENR Stormwater BMP Manual Chapter Revised:10-16-12
Pervious Concrete (PC)
or Porous Asphalt
Pavers & No. 2
Pervious concrete' Surface Course —I Scone -n openings
a Porous Asphat Beddng Course
Aggregate Base o 0
Subsoil
(in -situ sow)
Permeable Interlocking
Concrete Pavers (PICP)
Figure 18-2. Permeable Pavement Cross -Sections Source: NCSU-BAE 2012
18.2. Regulatory Credit
In order to receive the regulatory credits described in this section, permeable pavement
systems shall be designed, constructed and maintained in accordance with this chapter.
Permeable pavement can be used to treat stormwater throughout North Carolina. The
design of the pavement system is customized based on the soil type at the site. The
regulatory credit is also customized based on the type of design. Like other BMPs,
permeable pavement receives credit for pollutant removal and can also be designed for
volume control. In addition, permeable pavement designed for infiltration can receive
credit for built -upon area (BUA) reduction.
Whether designed for infiltration or detention, permeable pavement systems may be
designed to treat additional BUA up to a 1:1 ratio (additional BUA to pavement area).
For example, in the parking lot shown below, the design could include parking stalls
with permeable pavement (shaded in light green) and the travel lanes (not shaded) with
conventional pavement. The design of the subgrade, aggregate base and underdrain
would be tailored to handle the additional stormwater runoff.
Figure 18-3. Parking Lot with Permeable and Conventional Pavement
I.e� i��c r, t
RECEIVED
DCM WILMINGTON, NC
OCT 0 2 2015
RECEIVED OCT 0 2 2015
Permeable Pavement 18-5 October 2012

NEW HANOVER COUNTY
PLANNING & INSPECTIONS DEPARTMENT
Chris O'Keefe, AICP
Planning & Inspections
Director
October 15, 2015
Mr. Ian Johnston
Johnston Architecture AIA
P. O. Box 11360
Wilmington, NC 28404
230 GOVERNMENT CENTER DRIVE, SUITE 110
WILMINGTON, NORTH CAROLINA 28403
TF.! EPHONE [phone]
FAX [phone]
Dennis Bordeaux
Inspections Manager
Ken Vafier, AICP
Planning Manager
RE: INCOMPLETE APPLICATION ADDITIONAL INFORMATION REQUIRED
APPLICATION NUMBER-15-54
PROJECT ADDRESS- 94 Beach Road South, Figure Eight Island
Dear Mr. Johnston:
We originally accepted your application under the impression that it was complete. On
subsequent review, I have discovered that additional information is needed to complete the
review process. Accordingly, I am requesting that you submit the following additional information
to this office:
1. An application listing all land disturbance activity. During my site visit I discovered that
an existing structure is already located on the lot.
2. Revised site plan showing that the proposed new structure meets all required
setbacks. Current plan show steps encroaching into required 30' front yard setback.
3. All required documentation to allow for the proposed credit for the pervious pavers.
This should include a soil test showing the seasonal high water table is at least 2'
below base of aggregate storage layer; engineer certification of pervious system for
infiltration; a document showing the slope of the grade is less than 5%; and a
recorded maintenance agreement.
In accordance with the Department of Environment and Natural Resources regulations, we note
that a certain time has passed while the application has remained in our office. Upon
resubmission of a complete application, a local decision will be made in 12 days, provided this
period is not extended as provided by law.
Please contact me at 910-798-7068 if you have any questions.
Resp ctfully you
� C M
Linda E. Painter, LPO
cc: NC Division of Coastal Management
RECEIVED
DCM WILMINGTON, NC
0 C T 2 2 2015

10/22/2015
Ms. Linda E. Painter LPO
New Hanover County Planning & Inspections Department
230 Government Center Drive Suite 110
Wilmington, INC 28403
RE: CAMA APPLICATION NUMBER 15-54
PROJECT ADRESS —94 Beach Road South, Figure Eight Island, Wilmington. INC
Ms. Painter,
Please find the attached requested additional information per your letter of 10/15/2015. Attached is the revised
Site Plan 10/22/2015 and included is the following Scope of Work Description:
Scope of Work Description:
Demolition:
Demolish existing residence on pilings.
Demolish existing impervious concrete driveway.
Demolish exiting septic system.
New Construction:
Construct 5 Bedroom Two Story Residence on Pilings.
Construct new pervious paver driveway per NCDENR Stormwater BMP Manual Chapter 18; Permeable Pavement.
(http://portal.ncdenr.org/c/document_library/get—file?uuid=473e686c-ac2a-4aO9-9f2c-fcb7O9bceb6b&groupl d=38364)
Construct new LPP Septic System.
Construct new beach walk.
Thank you,
zl�c�
Ian A. Johnston AIA
Johnston Architecture AIA
PO Box11360
Wilmington, NC 28404
5107 g T Am
ON 'NOiONIIN1IM 010�1
'.0E)n.!-R'0D 1
Johnston Architecture AIA P.O. Box 11360, Wilmington, NC 28404 www.iohnston.architecture.com

64
APPLICATION FOR
LAMA MINOR
DEVELOPMENT
PERMIT
In W4, the North Carolina General Assembly passed the Coastal Area Management Act
(CAMA) and set the stage for guiding development in fragile and productive areas that
border the state's sounds and oceanfront. Along with requiring special care by those who
build and develop, the General Assembly directed the Coastal Resources Commission
(CRC) to implement clear regulations that minimize the burden on the applicant
This application for a minor development permit under CAMA is part of the
Commission's effort to meet the spirit and intent of the General Assembly. It has been
designed to be straightforward and require no more time or effort than necessary from
the applicant Please go over this folder with the Local Permit Officer (LPO) for the
locality in which you plan to build to be certain that you understand what information he
or she needs before you apply.
Under CAMA regulations, the minor permit is to be issued within 25 days once a
complete application is in hand. Often ins time is needed if the project is simple. The
process generally takes about 18 days. you can speed the approval process by making
certain that your application is complete and signed, that your drawing meets the
epecilications given inside and that your application fee is attached.
Other permits are sometimes required for development in the coastal area. While these
are not CAMA-related, we urge you to check with the Local Permit Officer to determine
which of these you may need. A list is included on page two of this folder.
We appreciate your cooperation with the North Carolina Coastal Management Program
and your willingness to build in a way that protects the resources of our beautiful and r � r ` I V
productive coast. CM WILMINC T
DCM Form EB 1952-2010/Reviwif April 2010
Coastal Resources Commission O C T 0 2 205
Division of Coastal Management
W
s k ❑ y
u t P
OCT 01 2015�1s
Fi 0 C
By:
RECEIVED OCT 0 2 2015
NC

SITE DRAWING/APPLICATION CHECKLIST 46--s�
Please make sure your site drawing includes the following information required for a CAMA minor development permit.
The Local Permit Officer will help you, if requested
PHYSICAL DMONSIONS
_ ✓Label roads
Label highways right-of-ways
J.abel local setback limes
Label any and all structures and driveways currently existing on property
V Label adjacent waterbody
PHYSICAL CHARACTERISTICS
Draw and label normal high water line (contact LPO for assistance)
---Jg!t'braw location of on -site wastewater system ,
If you will be working in the ocean hazard area:
Draw and label dime ridges (include spot elevations)
--Draw and label toe of dunes
&/Identify and locate first line of stable vegetation (contact LPO for assistance)
rDraw and label erosion setback line (contact LPO for assistance)
vDraw and label topographical features (optional)
If you will be working in a coastal shoreline area:
� - how the roof overhang as a dotted line around the structure
v Draw and label Landward limit ofAEC
Draw and Label all wetland lines (contact LPO for assistance)
L/ Draw and label the 30-foot buffer line -k "
DEVELOPMENT PLANS Ok 60' 0CV-6M W AZMdb ACIP-A-
L Draw and label all proposed structures
Draw and label areas that will be disturbed and/or landscaped
—tf`Note size of piling and depth to be placed in ground
[Draw and label all areas to be paved or graveled
all areas to be disturbed
_ Show landscaping
NOTE TO APPLICANT
Have you:
• completed a ll'.blankaaudlor indicated if not applicable?
• ;notified and listedadjacent property owners?
• included your site drawing?
• signed aril dated the application?
• enclosed the $100.00 fee?
• completed an AEC Hazard Notice, if necessary? (Must be signed by the property owner)
FOR STAFF USE _
Site Notice Posted _ Final Inspection _ Fee Received —
_Sitc Inspections
"MeofAction:Issued Exempted Denied _ Appeal Deadline 20 (ggqtp�rplitaaien):
RECESVEO I tpJ GL LL00�I00

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