NH_18-49_ Martin (2)

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NEW HANOVER COUNTY 18-49
Local Government Permit Number
CAMA
MINOR DEVELOPMENT
PERMIT
as authorized by the State of North Carolina, North Carolina Department of
Environmental Quality and the Coastal Resources Commission for development
in an area of environment concern pursuant to Section 113A-118 of the
General Statutes, "Coastal Area Management"
Issued John & Amy Martin, authorizing development in the Estuarine Shoreline - ORW (AEC) at 8009 Bald Eagle Lane,
in Wilmington, NC, as requested in the permittee's application, dated July 10, 2018. This permit, issued on September
26, 2018, is subject to compliance with the application and site drawing (where consistent with the permit), all applicable
regulations and special conditions and notes set forth below. Any violation of these terms may subject permittee to a
fine, imprisonment or civil action, or may cause the permit to be null and void.
This pen -nit authorizes: New Single Family Residence, Detached Garage, Driveway, Septic, Associated Landscaping
(1) All proposed development and associated construction must be done in accordance with the permitted work plat
drawings(s) dated received on September 4, 2018.
(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 910-798-7118 for a final inspection at
completion of work.
(Additional Permit Conditions on Page 2)
This permit action may be appealed by the permlttee 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 written permit approval. All work must cease when this
permit expires on:
DECEMBER 31.2021
In issuing this permit it is agreed that ,his project is consistent with the iocal Land
Jse Plan and all applicable ordinances. This permit may not be transferred to
another party without the written approval of the Division of Coastal
Management.
Christine R. Bcyafdrd
CAMA LOCAL PERMIT OFFICIAL
230 Government Center Drive Suite 110
Wil WG 1
ILMINGTON, NC;
SEP 27 2018
PERMITTEE
(Signature required if conditions above apply to permit)

Name: John & Amy Martin
Minor Permit # 18.49
Date: September 26, 2018
Page 2
(5) 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, 2973 total square feet is authorized.
(6) Unless specifically allowed in 15A NCAC 07H. 0209(d)(10), and shown on the permitted plan drawing, all
development/construction shall be located a distance of 30 feet landward of Normal High Water. No portion of the
roof overhang shall encroach into the 30 ft. buffer.
(7) All unconsolidated material resulting from associated grading and landscaping shall be retained on site by effective
sedimentation and erosion control measures. Prior to any land -disturbing activities, a barrier line of filter cloth must
be installed between the land disturbing activity and the adjacent marsh or water areas, until such time as the area
has been properly stabilized with a vegetative cover.
(8) Any proposed for grading within the 30' buffer from the Normal High Water must be contoured to prevent additional
stormwater runoff to the adjacent marsh. This area shall be immediately vegetatively stabilized, and must remain in
a vegetated state.
(9) All other disturbed areas shall be vegetatively stabilized (planted and mulched) within 14 days of construction
completion.
SIGNATURE:
PERMITTEE
DATE:
RECEIVED
DGM WILMINGTON, NC
S E P 2 7 2018

I:ocality=
Ocean Hazard _ Estuarine Shoreline
GENERAL INFORMATION
Name
Permit Number
,.,_9iZX Shoreline . FFuWk Tivst Shoreline
(For official use oily)
OtherT�
SEP - 4 2019
Address �--. --'15 �3? leA eP LE Ls NNING & ZONING
city WW%l..State "Le Zip z8 4-i l Phone _=-q% -�4 i
AUTHORIZED AGENT
Name �i33A SaA g_-ew� ACr=C 1*1'i U" �..�
Address ' ' . 4{ 1ZA LP04 9k,; -7i? , .
City j,jl%&VLLL.640z:AA State _ t4c, Zip Phone 'W - AL - t*5k
LOCATION OF PROJECT: (Address, street name and/or directions to site. If not oceanfront, what is the name of
the adjacent warerbody?) IPAD4'`ram E1i6 L e L44 ota
DESCRIPTION
`O�F PROJECT: (List all proposed construction and land disturbance.)
view 4
wt0l-lV
SIZE OF LOT/PARCEL: 'f'��� square feet acres
PROPOSED USE: Residential V (Single-family -t/ Multi -family ) Commerical/Industrial
Other
TOTAL ENCLOSED FLOOR AREA OF A BUILDING IN THE OCEAN HAZARD AREA OF ENVI-
RONMENTAL CONCERN (AEC): square feet (includes all floors and roof -covered decks)
SIZE OF BUILDING FOOTPRINT AND OTHER IMPERVIOUS OR BUILT -UPON SURFACES IN
THE COASTAL SHORELINE AREA OF ENVIRONMENTAL CONCERN (AEC): 2AV+?Asq. ft.
(Calculations include 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 the project drawing.) 5VE -3ttt- 94'iA t%9—
Choose the AEC area that a#P es to your property. L�,S
(1) within 75 feet of Normal High Water for the Estuarine Shoreline AEC
V2) "thin 575 feet of Normal High Water for the Estuarine Shoreline ?SEC, adjacent to Outstanding
esourcc Waters
(3) within 30 feet of the Public Trust Shoreline AEC RECE�VEC)
(Contact your Local Permit Officer if you are not sure which AEC applies to your property.)
STATE STORMWA,TER MANAGEMENT PERMIT-. Is the project located in an area subject to a p 0 4 2018
State Storrnwater Management Permit issued by the N.C. Division of Water Quality?
YES NO_ uuM WILMINGTON, NO
If yes, list the total built-tipon area/ surface allowed for your lot or parcel. square feet.

i9-4
]THER PERMITS MAY BE REQUIRED; The activity you are planning may require permits other than the QkMA minor �
levelopment permit. As a service we have compiled a list of the kinds of permits that might be required. We su t Qu.c�c p�tzr V
vith your LPO to determine if any of these apply to your project. Zoning, Drinking Water Well, Septic Tank (other sanivxwwi� '
reatmenr system), Burning, Electrical, Plumbing, Heating and Air Conditioning, Insulation and Energy Conservation, FIA Certification,
;and Dune, Sediment Control, Subdivision Approval, Mobile Home Park Approval, Highway, Connection, and others.
018
>TAT'EMENT OF OWNERSHIP:
`VER COUNTY
the undersigned, an applicant for a LAMA minor development permit, beingeither the owner of roPe' � in an hL�orI a
person authorized to act as an agent for purposes of applying for a LAMA minor development permit, certifysthat the person
isted as landowner on this application has a significant interest in the real property described therein. This interest can be
lescribed as: (check one)
—N/—an owner or record tide_ "Title is vested in ,,.�k � �Q_ �j _ see Deed Book
,ageVo_ in the tia&3 tkniocpm _County Registry of Deeds..���
----an owner by virtue of inheritance. Applicant is an heir to the estate of
1robate was in County.
_if other interest, such as written contract or lease, explain below or use a separate sheet and attach to this application.
40TTFICATTON OF ADJACENT PROPERTY OWNERS:
furthermore certify that the following persons are owners of properties adjoining this property. I affirm that I have given
,CTUAL NDTTCE to each of them concerning my intent to develop this property and to apply for a CAMA permit.
(Name) (Address)
3} - -
4) i
FOR DEVELOPERS IN OCEAN HAZARD AND ESTUARINE HAZARD AREAS:
acknowledge that the land owner is aware that the proposed development is planned for an area which may be susceptible to
rosion and/or flooding. I acknowledge that the local permit officer has explained to me the particular hazard problems associ-
ted with this lot. This explanation was accompanied by recommendations concerning stabilization and flood roofing tech-
iques. REC E f flood
D
'ERMISSION TO ENTER ON LAND: S E P 0 4 ME
furthermore certify that I am authorized to grant and do in fact grant permission to the local permit officer acl�h)s tits to
rater on the aforementioned lands in connection with evaluating information related to this permit application. N'
'his application includes: general information (this form), a site drawing as described on the back of this application, the
wnership statement, the AEC hazard notice where necessary, a check for $100.00 made payable to the locality, and any infor-
iation as may be provided orally by the applicant. The details of the application as described by these sources are incorporated
lthout reference in any permit which may be issued. Deviation from these details will constitute a violation of any permit. Any
erson developing in an AEC without permit is subject to civil, criminal and administrative action.
This tlae LV 20 le
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RECEIVED
SEP 0 4 2018
DCM WILMINGTON, NC

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RECEIVED
ADJACENT RIPARIAN PROPERTY OWNER SEP - 4 2018
STATEMENT FOR CAMS► MINOR PERMITS
NEW HANaV;::R COUNTY
LANNING & ZONING
I hereby certify that I own property adjacent to-0«7-a '�'
I — n� •$
fName of PnWerty Owner)
Property" located at
Addmu. Lot, ft&. )toad, etc.)
on � in.3 , in VA Eta__ Hl In w -g- N.C.
(Wah"body) frown andfor County
He has described to me as shown in the attached an9cation and project drawing(a). the
devetapment he is proposing at that bcation, and, I have no objections to his proposal,
(APPLICATION AND DRAWIING OF PROPOSED DEVELOPMENT ATTACHED)
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Print or Type Name
Telephone lumber
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RECEIVED
5EP 0 4 201E
DCM WILMINGTON, NC

CERTIFIED
ra, rleivnrp io`...tnntion,
IVIAIL°' RECEIPT
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porAd�ws S E P - 4 2018
As RIiwadmiaaW frl►Mmeq*bftuW
NEW HANOVER C4L_r
PLANNING & ZON j N�7Y
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RECEIVED
SEP 04 2018
DCM WILMINGTON, NC

NEW HANOVER COUNTY
ENVIRONMENTAL HEALTH
230 GOVERNMENT CENTER DRWE, SUITE 140
WELMTNGTON, NC 28403
TELEPHONE [phone], FAX [phone]
PEN IMPROVBdENT PERMIT `1
R03719-003-002-M (A bwldingpe-W =-W be icmdwah adyanhV j%P it NO—= er
ffi*&" W (1) yeirsfim dare ojasw) ON0664108
D Expansion ■ New ❑ Repair � P d � 8176 File Number
Issued Ta SWIFT ROBERT
Property Location: 8009 BALD EAGLE LN - LOT 12 - EAGLE POINT NEW HANOVER COUNTY
Type of Structwm SFD _
Type of Wastewater System Vd
Type of Water Supply. COMMUNITY WELL
PrOJected Daily Flow: 480 GPD
Number of Bedrooms 4 Number of Employees: Number of FixUlres
Total Sq. Ft Bldg.: Max # of Seats:
Pump Required: ■ Yes 0 No 13 May be required based upon final location and elevations of facilities.
Site hnROvanaft wed lam in ConMucbw Authaii2tkm Isuemv
Authorized State Agent: )s P r Date:_0/2018
6�Site Sketch
The humowe Of this Per-& by New Naa:over Gwu[y Health Dv-vmw1--0
chec*big w&h W'VP'Weg tg bodrex its eeee g thdr,rea renze, This srtc iris arawreea the axuance ajmArer perame� 79iePernst he�ier is r ejar
l+�rovememr permit sho l neN be a etYed by a stebject to ret+orntion if the siteplaor plat or the inteteded uap s 71,
n+ rp of the siAr. This perasit is sebjecY to camp) ner with d k provisions ojt& L and Rttk:for
Ce
SewageTreatemmtandDirpowiandtocon,*bons this
4itrd Idi Pgtmitl
�� datiem rrge�bxments ol�pdes 19SQ .1952,.19.i4 .IS96, .1957..195AL and .1959 ate incarp by ne accordmo, kith the aftched sy mm hay�p,et fir a bso t1_p-mit and shot! be Aaet.
Issued To: SWIFT ROBERT
Property Location: 8009 BALD EAGLE LN - LOT 12 - EAGLE ,POINT
Facility Type: SFD p Expansion ■ New
❑ Repair Basement Fixtures: ❑
Type of Wastewater System: Vd )
Proposed It of Bedrooms: 4 Repair:
Septic Tank Size: I.000 gallons Wastewater Flow: 480 GPD
Total Trench Length: N/A ft Bed Sq. Ft.: 3o(L) x 15M = 450 Pump Tank Size: 1,000 gallons
Trenches shall be installed on contour at a Maximum Trench Spacing: Feet on Center
(Trench bottoms shall be level to +/--=114" in all &,ewons) Trench Depth of: 24 inches
aadROS TICLEL 1000 TEST.
T. INSTALL
�IIC TANK WITH PANr MARY TEE AND EFFLUENT FILTER AND Iwo GALLON PUMP TANK. TANKS REQUIRE 24-}I()M
FIYDROSTATTC LEAK TEST. INSTALL A 'TYPE A' PEAT PINkS (PER MANUFACTURER'S RECOMMENRATIOM IW WS98-1-R3) ON 15MV GRAVID, RED WrM 24" RED
7EPIR MAINTAIN MIN. 5W FROM MEAN HIGH WATER, MAINTAIN MIN_ W FROM WELLS, MAINTAIN MIN. 10' FROM PROPERTY BOUNDARIES MAINTAIN MIN, 10-
!ROM WATERLINES, OR MIN, IS- VERITCAL SEPARATION OF WATER LINE ABOVE SEPTIC SUppLY LINE OR SLEEVED IN IN 0. DUCTII E IRON EQUIVALENT FOR
ON EACH SIDE OF WATER LINE. SLEEVE SEPTIC SUPPLY LINE IN DUCTB.E ]RON OR US EQUIVALENT WHERE IT PASSES UNDER THE DRIVEWAY, •SIDE PLAN
'OR PROPOSED SYSTEM LOCATION. OPERATION PERMIT SHALL NOT BE ISSUED UWIL PERMIT CONDITIONS AND SUBSURFACE OPERATOR COAT
•+ If �c 1 mtderstand the syste>rt type spec flied is differ�rt franc the type specified aw the cg+plicatiwcx I ae cept the specijicaamm of dfb peRmit
)wnerlLegal Representative Signature: E P 4 4 7 018
Dom:
•• •,•r• nwavrLumm s is sujyect to tevoo dion if the site plam p1W or the b tenaEd:ue changes The Cautruction Artthor ion --
when them is a change in ownership of t&s site. This Cctinws Atetharizearion is shaDnot be b-antjerrrd
ieagnettf card Dispoma! and to the ewtdi t" ojthis pernut. '*ect to cON pAPKV with the prMlimw of the Leers and Rvks far STewage �f G
►uthorized State Agent: t Ss._� r Date of Issuance: 2 01201-8 Date of Expiration: Ofi/2pi2023
'Healthy People, Healthy Environment, Healthy Community" ffAW Site Sk

40
AEC HAZA
FW NOY-ICE '
Project Is In An: Ocean Erodible Area
Hutt sr�d FkrodAma - s�
Property Owner,
T
Property Address: ftoA �»� �7�t-G.ta'rc
� S E P 4 2018
Date Lot Was Platted:
NEW-HANOVER COUNTY
PLANNING.&Z6kjtN .
This notice is intended to make you, the apphcant, aware of the
SPECIAL M : Thisbazardnglt&xli,i�au�dipr� tt
gm-ciai risks and conditions associated with development in thes
in areas subjectm m ddc n and muAesevestotrreawtd tavegi)& p'awts
area, which is subject to naiural hazards such as storms, erosion
issued for doveslop tin- this arm. 'xpire on fiber 31 vftbe .
and currents. The roles of the Coastal Resources Commission
third year folkowing year in which-tha-permi# was issued.
require that you receive an AEC Hazard Notice and acknowledge
Shortly before work begins; on the pr*a siti,the Local Permit
that notice in writing before a permit for development can be
Officer must be contacted to determine; the;v s as lim and
Issued.
setback dtstance at your sib, if the propertyl>oxm little c-aange
The Commission's talcs on bnitdin stead
g arils, oceanfront
since the time of permit issuance, and dic p VoW develop mot
can stilt meet the setback ;tegiiiEteme4 014Lpti} WW iQfoerre }eoa4
setbacks and dune alterations ate designed to minimize, but not
that you may begin workstantial ptggt on the projcd
eliminate, property loss from hazards. By granting peimita, the
most be made within 60 day: oaf this setbwlt:determination, or
Coastal Resources Commission does not guarantee the safety of
,a
the setback most be rcmeastued.Also, ilia oortuiutrux-ttf itrjor
iledevelopment and assturues no liability for future damage to
the development. Permits issued in the Ocean Hazard Area of
shoreline change as the resuilt ofa storue:avithite tkc,64-da�+`petripd.
Environmental Concern include the condition that structures be
will ttecesssitate remeetsureznent of the setback; It is iuiparii+nt
that You check with the LP0brforc the permit expires for official
nhwAtodordismantled ,'ftheybecorneimminently threatened by
approval to continue the wx)* aftwAhc permit has Wired.
d=gw in shoreline configuration. The structure(s) mutt be
Gmerally, if foundation pilings have been placed and substantial
relocated or dismantled within two (2) years of becoming
progress iscontinuing, pemdt.rcmwal can be authorized: It is
imminently threatened, and in any case upon its collapse or
unlawful tocamnue wo=k after pfirmitexpirstion.
subsidence:
The best available information, as accepted by the Coastal
For Rrare 60rs"idow, ce it
Resources Commission, indicates that the annual long-term ,
average ocean erosion rate for the area where your property is
located is feet
k ' lli► 3'ZD
per year.
Local Permlt Cy1P er
The rate was established by careful analysis of aerial photographs
of the consdim taken over the past 50 years.
Address
Studies also indicate that the shoreline could move as much as
'5PS feet landward
kt
in a major storm.
'flue flood waters in a ivajor stotm arr,predicted to be about
1LO '. qAW---t0-
feet deep in this area
Phone Number
Ift. f ntd occarthunt protection measures are beach nourishment
RECEIVED
.and telocation of threatened stntetures. Hard erosion control
st<ucturea such as bulkheads, wawalLs, revetments, groins, jetties
and breakwaters a>sr probiibited Temporary sand bags may be
S E P U 4 2018
authorized under certain conditions.
The applicantmust acknowledge this information and requireir craft
D C M W I L M I N G TO N, NC
by signing this notice in the space below. Without the proper
signature, the application will not be complete. > .
�iltf�Ilf�+i'scr'c 4'irir- a', rra ^t,>! ,

AGENT AUTHORIZATION FOR CAMA PERMIT APPLICATION
SEP - 4 2018
Name of Property Owner Requesting Permit: .,120 &= NEW HANOVER COUNTY
PLANNING $� ZONING
Mailing Address: I L �J��.,.� �C '(`
Phone Number: 2:52 - q f - - 4-4-41
Email Address: Cue w•. V-'.rap 66) A &Mai, L
I certify that I have authorized .,gib G-rigevy &gr
Agent I Contractor
to act on my behalf, for the purpose of applying for and obtaining all CAMA permits
necessary for the following proposed development: *IAor-) 6ot2s- cnotJ
at my property located at '6611 't-Ptiy L-�GUc' L.Apc;e ,
I furthermore certify that 1 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.
Property Owner Information:
Signature
41' 14
Print or Type Name
z
Title
1// 1
Date
RECEIVED
SEP 04 2018
DCM WILMINGTON, NC

#1109
ADJACENT RMARIAN PROPERTY OWNER RECEIVED
STATEMENT FOR CAMA MINOIR PERMITS
SEP 4 2018
I hereby certify that I own property adjacent to 31DWS
(None of Pnwrty Own"11
property located at rkAJE:
Address. Lot 81m*. Road. eft.)
on in AQ-1i Cvvh-ru . N.C.
(waft"CIV) (Town aridAw Countyl I
He has described to me as shown in the at=W application 8W project drawing($), the
development he is proposing at that tocation, and, I have no objections to his pruposaL
DRAWING
sionsiurl
Print Type Name
CAI-+ (-P±o /-I t
Tel4hbne Number
Date
NEW HANOVER COUNTY
PLANNING & ZONING
RECEIVED
: P 042018
X64 WILMINGTON, NC

DRIVEWAYS. PERMEABLE DRIVEWAYS & PATIC
RECEIVED
SEP - 4 2016
NEW HANOVER COUNTY
PLANNING & ZONING
RECEIVED
SEP 04 2018
DCM WILMINGTON, NC
PHYSICAL AND GEMETRICAL CHARACTERISTICS
CHARACTERISTIC, TUHO-OLO'C7
Compressive strength 50 MPa [7200 psi] min. 50 MPa [7200 psi] min.
- - ---------
Freeze -thaw durability Mass loss (max.): Mass loss (may-):
with use of deicing salt 225 g/rn' at 28 cycles 225 g/m2 at 28 cycles
500 g/m2 at 49 cycles 500 gfir2 at 49 cycles
- - ------ - - --- ----- A
Absorption 5% (max.)
0 Length and Width: -1.0 MM [CID39 in.] to +2.0 Length and Width: -1-0 mm [0.039 in.] to +2.0
Dimension tolerance'
mm [,079 in.] mm [0.079 in. I
Thickness. t3.0 mm [0.118 in --- L Thickness: ±3.0 mm [0.U8 in-]- ------------ ------- -
Notes:, The dimension tolerance is not applicable to split facings or other architectural finish.
48 i. CSA A23L2, Precast concrete pavers.

Installation guide
INTERLOCKING CONCRETE PAVEMENT
INSTALLATION OUTLINE
01 EXCAVATION
^, Before excavating, call all the local utility companies (e.g.. phone, gas, electrical) to ensure that the area in which
you plan to dig is clear of underground cables or wires. If any are found, please notify the appropriate companies
before you begin.
3 When excavating, it is important to achieve a slope in increments of 1.5% (3/1a" per ft/5 mm per 300 mm), which
will allow for proper drainage. The excavation should mirror the final grade of pavement.
C. The width of the base behind the edge should be equivalent to the thickness of the base.
0. Using a rake, grade the bottom of the excavated area. If the natural soil is granular or sandy, we recommend that
you compact the soil with a vibrating plate. If the soil is clay -like, change the soil with a blend of lime and crushed
stone prior to compaction. Next, cover it with a layer of geotextile fabric to prevent the contamination of the base
(clay and 0-3/4" [0-20 mml crushed stone). Refer to the table "Thickness of the Granular Foundation" (on next
page) to find the minimum thickness of foundation required.
02 FOUNDATION
Install a 0-3/4" (0-20 mm) crushed stone base, in 4" (100 mm) lifts with a minimum 5,000 Ibf (22 kN) vibrating
plate compactor,
3 To facilitate compacting, wet the base material thoroughly and compact with a vibrating plate proceeding in all
directions Continue this process until you have achieved the desired height. At this stage, you can verify the final
height with the help of a paver.
Base tolerance ±3/a" (10 mm) for every 10' (3-m) increment.
03 THE SETTING BED
On the compacted crushed base, install two pipes with an outside diameter of Y (25 mm). Gradethe concrete sand
with the help of a straight edge (or Quick-E leveler). If the base is not properly graded and smooth, imperfections
will be evident in the finishing grade of the pavement.
Bedding sand should not be compacted until all paving stones have been laid down. Passing the vibrating plate
over the paving stones causes them to settle approximately 3/e" (10 mm) into the bedding sand.
04 INSTALLATION OF PAVING STONES
Once the choice of paving stones and the design have been finalized, we recommended that you start installing
the pavers at a 90-degree angle. To do so. proceed as follows. measure a first horizontal line of 3' (1-m) and a
second line of 4' (1.2 m) perpendicular to the first. Connect a third straight line of 5' (1.5 m) which will form a
triangle. The result will be a perfect 90-degree angle. While installing the paving stones, walk on the installed
pavers, and fill in gaps caused by the pipes with concrete sand.
It is always recommended that you use more than two cubes at a time in order to maximize the color blend.
Furthermore, you should proceed with the cubes from top to bottom.
You may use a chalk line to mark the stones to be cut along the borders, using a guillotine or a concrete saw. When
cutting paving stones, we recommend that you wear protective ear and eyewear.
D Once you finish installing the paving stones, you can then install Tundra, Avignon, Belgik or Pietra curbstone on
the granular base. To keep curbs in place, add mortar along the back to form a 45-degree angle between the
ground and the curbstone or, when available, using the plastic retention system. In a vehicular traffic application,
the mortar must be reinforced using steel rods.
05 FILLING IN JOINTS
E A. Spread out the polymer stabilizer sand on the paving stones and sweep in between joints in all directions.
S. Pass a vibrating plate in all directions to allow sand to penetrate between the joints.
a C. Sween once more and remove excess sand. Follow the instructions exactiv as indicated on the oolvmer stAhilizp-r
sand packaging.
JCM WILMINGTON, NC
6161

4�l9'`f (RECEIVED
Installation guide SEP _ A 2018
INTERLOCKING CONCRETE PAVEMENT NEW HANOVER COUNTY
PLANNING & ZONING
eVIBRATING PLATE ALERT!
Avoid scuffs on paver surfaces.Pavers with embossed surfaces (high and low points) are more susceptible to scuff
marks from plate compactors. Techo-Bloc recommends the use of urethane mats between the plate and the paver
surface when compacting. Techo-Bloc will not be hold responsible for compaction scuffs or burns on pavers.
RESIDENTIAL PROJECTS TYPE Of E�CISTING SOfL
Clayey or Silty2 Sandy or Gravelly
Driveways 300 to 500 mm (12" to 20") 200 to 350 mm (8" to 14")
Patios and Walkways 250 to 350 mm (10" to 14") 150 to 200 mm (6" to 8")
1. Data shown in this chart are provided as guidelines only. The range of values suggested depends particularly an existing soil conditions. The
thicker the granular foundation, the greater the increase in stability of the whole structure.
2. in the case of unstable soils or ones particularly affected by the freeze -thaw cycles, a thicker foundation may be necessary. For soils with these
conditions or for commercial. industrial, or institutional works. a geotechnical professional should be consulted_
QUANTITY CHART FOR JOINTS FILLING Approximate surface coverage per 50 Ibs (22.7 kg) polymeric sand bag.
Allegro
38
3.5
Antika
21
2
Blu 80 mm
76.5
ZU
Blu 80 mm (6"43")
3197
297
Eva
143.56
13,34
Flagstone
66
6.13
Industria 200 series - 200x200
4L03
3.81
Industria 200 series - 200x400
54.57
5.07
Industria 300 series - 300400
30.77
2.86
Industria 300 series - 300x200
41
3,81
Industria 300 series - 300x300
61.39
5.70
Industria 600 series - 600x100
35.06
3.26
Industria 600 series - 600x200
61.32
5,70
Industria 600 series - 600x300
8172'
759
Industria 600 series - 600x600
122.48
11.38
Linea and San Marino
small rectangles
31,47
2-92
Linea and San Marino
42.33
3.93
large rectangles
Mista random
50.4
469
Mista square
65.6
6.10
Mista Grande
2567
2.38
Parisien square
100.64
9.35
Parisien rectangle
120.55
11.20
Parisien circle
49.25
4.58
Sleek
76.5
71
Valet
24.1
2.2
Victorian 60 mm
97.06
9.02
Victorien 80 mm
72.79
6.76
VI]WO
18.50
1.72
TYPICAL PAVER CROSS SECTION WITH PLASTIC EDGE
A
e
c
A TECHO-BLOC PRECASTCONCRETE PAVER 23/e
(50 mm) THICK MIN.
& SAND JOINT FILL
C. SAND SETTING BED (CONCRETE SIWDI))yI�'(25mm)
M EXTRA WIDTH EQUAL TO FOUNDATION Ihviss
E. LAWN
F. ?LASTIC EDGE P 04 2018
P. NAIL a
H. GEOTEXTILE f)f;Nl Vb'10 kflNGTON NO.
1. COMPACTED GRANULAR BASE 0-/4" (0-20 mmj
J. SUBGRADE
51

v
V /
0°
0
if
I
NORMAL HIGH WATER
D�/LINEATED 5Y
NHC'CAMA OFFICIAL,
CHK15TINE 5OUFFARG
N fMPER ous CALCULATIONS
c ✓' I
iaOOF 4 COVERED DECK ■ 2973 8F
DRIVE 4 WALKWAY . O SF
TOTAL a 2913 OF
TOTAL BITE • 12443 5F
2S73 / 12443 ..236 (24%)
(m PIA)~ eweeehnald
5 co, 1511W
COASTAL VEGETATION
(BY 5URVEYOR)
N/F NORWOOD
D5 58GO PG 274G
�—'�MARTIN RESIDENCE SITE PLAN
N/E DEDECK
3 5181 PG
i LU
0
a') C)
fl� 00
p `
z
i \
Z \
ao . ON LLJ
PRIVATE STREET RIGHT OF WAY
� COMMON AREA
17
R&EECEIVED
SEP - 4, 2018
NEW HANOV>=R COUNTY
PLANNING & ZONING
SURVEY REFERENCE
MAP BOOK 21 PAGE 18
DEED 500K .5733 PAGE 14(55
PORTERS NECK R0A)
I1TE
ON
QR10G
SHELLBANK
i nrAT:'ntj U& P
John Stire%
Architect, F
458 Biscayne Drive
Wilmington NC 2a4
Mein. (910) 886-313
Cep (910)820-5'9C
www joh nstl rewa Itarchile
NEW DWAIi W APE
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EIVED
Q 4 2018
v
i
MiNGTQN, NC
3
MARTIN
RESIDENCE
Soft BAo RAM un
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DATE