NH_19-75_ Harris (2)

1K
CF 7-5-2-Z i z/r 7 ily
NEW HANOVER COUNTY / 1' W 19.75
Local Government Permit Number
CAMA
MINOR DEVELOPMENT
PERMIT
as authorized by the State of North Carolina, North Carolina DeparLnent of
Environmental Quallty and the Coastal Resources Commisslon for development
in an area of environment concern pursuant to Section 113A-118 of the
General Statull'Coastal Area Management"
Issued Uonald & Uebra Nams, authorizing development in the Estuarine Shoreline - ORW (AEC) at 8437 Bald Eagle
Lane, in Wilmington, NC, as requested in the permittee's application, dated October 31, 2019, This permit, issued on
December 16, 2019 , 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 permit authorizes: Construction of Single Family Residence, 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 November21, 2019.
(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 pernicee 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, 2022
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 wlihaII the written approval of the Dlv:sion of Coastal
Management.
Christine R. 96yffard
CAMA LOCAL PERMIT OFFICIAL
230 Government Center Drive, Suite 110
Wilmington, NC 28403
RECEIVED
DEC17 2nig
PERMITTEE
(Signature required'rf con f MRRFMii NC

(b) The amount of imperious surface shall not exceed 25% of the lot.area within 575 feet.of Normal High Water,
(Estharine Shoreline- ORW Area of Environmental Concern); in this case,,3996 total square feet is authorized;
(8) : Unless specifically allowed in 15A NCAC 07H. 0209(d)(10), and shown on'the pemi heed: plan drawing, all
development/construction shall be located a distance of 30:feet landward of. Normal High Water. No portion of the
roof overh9nashall encroach into the 30 ft. buffer.. ,.
....(7) All unconsolidated material mulling from associated grading and landscaping shall be retained on.site by effective .
sedimentation and erosion control measures. :Prior to any landAisturbing activities, a barrier line of filter cloth must
be.installed between the land disturbing activtiy 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 contodred, to pr6vent additional .
stormwater runoff to the adjacent marsh. This area shall be immediately vegetatively stabilized, :and most. remain in
a vegetated state. .
(9) All other disturbed areas shall be vegetatively stabilized (planted and mulched) within 14 days of construction
completion.

Locality /IIP. Pemut Number
Ocean Hazard Estuarine Shoreline ORW Shoreline Public Trust Shorelme Other
GENERAL INFORMATION
LAND OWNER
Name L-hir- I , .� .,•
Address i _:'L- '
cityi L1S�:N Email_ \ ^j) ,
AUTHORIZED AGENT
Name
Address.;
CityVV 't
(For official use only)
(� t. ZipIM11 Phone
State
a
�3�;O Q13-111
LOCATION OF PROJECT: (Address, street name and/or directions to site. If not oceanfront, what is the name of the
adjacent waterbody.) 1'�r , Er 1 t : C ,,j I I?-,
DESCRIPTION OF PROJECT: (Listall propIsed construction and land disturbance.)
SIZE OF LOT/PARCEL: square feet acres
PROPOSED USE: Residential [� (Single-family ❑' Multi -family ❑) Commercial/Industrial ❑ Other ❑
COMPLETE EITHER (1) OR (2) BELOW (Contact your Local Permit Offwer ifyou are not sure which AEC applies
to yourproperty):
(1) OCEAN HAZARD AECs: TOTAL FLOOR AREA OF PROPOSED STRUCTURE: 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 maso atippospp, etc. that are within the applicable AEC. Attach your calculations with the project drawing.)
��(10
STATE STORMWATER MANAGEMENT PERMIT: Is the project located in an area subject to a State Stormwater
Management Permit i sued by the NC Division of Water Quality?
YES_ NO7
If yes, list the total built upon area/impervious surface allowed for your lot or parcel: square feet.

OTMR PERMITS MAY BE REQUIIM: The activity. you are planning may require permits other than the CAMA
- minor -development permit, including, but not Amited to Drinking Water.We11; SepticTank. (or other sanitary- waste . .
tteatmeat system), Building, Electrical, Plumbing,.Heating and-Air.Conditico4,, Insulation and Energy Conservation, FIA
Certification, Sand,E ume;:Sediment Control; SubdivisionApproval, Mobile•Home:ParkApproval,.Highway Connection,,and
'others. Checkwith your Local Permit Officer for more; information
STATEMENT-OV OWNERSE01P ;
I, the' undersigned; an applicant for a'CAMA minor development permit, being. either the owner of property, man AEC or a
person authorized to act -as ' " 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 thereal.property described therein. This interest can be
described as. (check one) ,. ;
an owner:or record tntie; "Title vested in. 1 �. . t .S . see Deed: Book
i
page', , in the County County Registry of Deeds.
an owner by virtue of inheritance. Applicant is an heir.to the estate of
probate was in County.
if other interest, such as written :contractor lease, explain below or use a separate sheet & attach'to this application.
ION .. TY.OWNERS:
that the following .NOTIFICATION QFADJACEN'i':PROPER
i furthermore , � , g persons are owners of properties adjoining this property. I af%rm'that I have given
ACTUAL NOTICE -to each of them concernnng my intent to develop this property and to apply for a CAMA permit.
PA►�
. 7 - ..L-a- , ; i C, % t i-.I .I `
(4)':
ACKNOWLEDGEMENTS: ,
I, the undersigned, acknowledge thatthe land owner is:aware thatthe proposed development is: planned for an area which
y be susceptible to erosion and/or flooding: I acknowledge that the Local Permit Officer explained to me the particu-
lar hazard problems associated.with-this lot. This,explanation was accompanied by recommendations concerning stabiliza
aion and floodproofing techniques.-.
I futhermore certify;that I am authorized to grant; and, do in fact giant; '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 t6this permit application. tt
This the
day o 20 t.
nin
Lando !Dr or -person authorized to act as his/her agent for purpose of filing a CAMA pem it application
This application 1pdu". general information {this foam), a, site drawing as described on.the back of this,application, the,
ownership, statement; the Ocean HazardAECNodce where necessary, a checkfor $100.010 made.payable to. the locaft and:, .
g4Ar
any -information as -may he provided orally by the:applicant •The details of the apMrHYRAvili
n as described by, these sources are
incorporated without' reference in any permit which may, be issued Deviation fm constitute a violation of
any permit. Artypersan developing in an AEC.withoutpermit is subject to civil, criminal -and administrative action.
'DCM WILMINGTON, NC

AGENT AUTHORIZATION FOR LAMA PERMIT APPLiCATtOH
Name of Property Owner Requesting Permit;Uaa
Mailing Address: �Qd �rN.IV
Phone Number: .
Email Address;
z �o1g
WER COU
My
F! ANNNG & ZONING
q G , N&T-
:l certify that .l have authorized L
Agent ! Contractor
to act on my behalf -fort he' purpose of'applying for and obtaining all CAMA pemiiis
necessary for the following proposed development:
M£-$
INA IT, _WA [, f
&ML—County.
I furthermorece&& that I am authorized to grant, and do in fact grant permission :to
Division of Coastal Management start, the Local Pennii Officer and their agents to enter
on the aforemenfioned lands in connection with evaluating information related fo this
permit application.
P�oj� Owner I f
dqtkwj)Wd16/31/194718PM Rf/w 70131/i93 MT
Y00.1FG&2ENI-0DLP AWMILAUgi'4WDP WA
Signature
on and Debra. Harris
Print or Type Name
Property Owners'
Title
10/31/2019
Date
This tertifrcation is valid though �l

Ft—
b
C3
M1
10131il9
Ln
Data
r-1
Charels Blalock
a
Adjacent Property Owner
- `n
M25 RMd Fyla W.1YLrvngYu,, NC '� F.� e
'
RATED C3
0
Address
C3g
city, Skills, ZipCode _�..-
city,
Er
C3
m
NEW HANOVER COUNT' Zo
PLANNING &ZONING o
Dear Ac Jacent Property. M1
RsrVIMISICidb
d W Rn I UMy
This letter is to inform you that 1, Donald F. $ Debra M. Hams have
applied for a CAMA Minor
Property Owner
Permit on my property at 8437 Bald Ea* lane, uKllmwqton, NC (Lot 21 j
Property Address
pw4 -li
Hw
10/31/2019
in New Hanover
County. As required by CAMA regulations, I have enclosed a copy of my pemit appirCabon and project
drawing(s) as notification of my proposed project. No action is required from you or you may sign and return
the enclosed no objeclion form, ff you have any questions or comments about my proposed project, please
Contact me at ---_icanf
336456-5574_ or by mall at the address listed below.
is Telephone ttyou wtah to
App
file written continents or objections with the New Hanover County CAMA Minor Permit Program, you may stlbm k
there to:
CAMA Local Permit Officer
Local Permit Officer tar New Hanover County
230 Government Center Drive, Sulbe 110
Zoning Division
Wilmington, NC 28403
602 Gantwood Lane
Marling Address
whitsett, NC 28411
City, State, Zip Code

/�� ■Ip It
Co
• 1
TY
m Ugr ad MaA Fee f 3.50 . ' :0451.
io/31119.
� t'. 08
-1J7 Services Fees (eheclrbo�4 eddfee NA �) .
Bali ❑ Ratum Fiaeeipt o-d-py) , $ �••
Postmark
p,�� A�' pRatumRecelpt(eledronicy $'.. .
RUMM —"cIyn Pimmm ::LVF C3 3&Iv'isdMeilRestrictedOa.M t' ��y Hate
� /�p�} �p/j�/(]y p� 0Adult5f9namieRAquirtd' $- SO 101D .
"R""`•••`'. --r_'•7 "•"•"" [a .
8441OWEo*Lattw,YllBaiplafaC =411
•�
^y Pote 8c
�
Ir
10/31 /2!199
.7esf
m
m
aly-. Stafa, Zip Code Cr
■� Sent To.
PLANNIt`�G &,ZGNIt N s tNo. Po.1 1 ---
TY
I B 1 1 P 11
Dear Adjacent: Property:
Thls tether is to inform you Mat I, Donald F. and Ddxa M. Hwfthave 90W ►or a CAMA.Minor
Properly Ormer
PMM on my Properly of 8437 Bald EWsr Lane. VOrningbn NC (Lot 21)
--_— _ _ _ :— • III NW Hanover
PmpwtyAddrm
County. i opmd.by QW mgbftm. 1 have WAWW a oapy.of mY permit appjWfion and pMjBd
dmMng(s) as n0tiflcadon of my pmposed project. No adion is requirml fmm you or yqu may sign and rein
the'enclosed no objecft ftn. 8you hmve any queft' ns or comments about my proposed pnject, please
coMad meat 336.4564574,or by mall at the address kW hebw. Kyou wish to
Applicant's Telephone
Ae mmw is or a6ja*ona with the Now Hanover County QM% Minor Pennli Progr rr, you may submit
them to:
LAMA local Pm* Officer
Local Permit Of mfor Nm Humm County
230 Govemnw'Center Drive. Skits 110
ZoningDivisioe
Wb*gbon,.NC 28403
. 6M Gantwoad Lane
Citt►, stye, Zip Code.

D A, AMOU.
TE
E iV AM N 6 E iq.,r N N. C.
�D�ii11NN11i • :. '
EcE.
Date: November 21, 2019
20
To: Mr: Lee Pair, Bid C rk Homes .
;' ®�1�R-000NTY:
W �P
80 Bald E ie Lane, fVew Hanover Coun ► ANNING �.Z®�iNG
W. eg ty.
From: PE. F%mmo rntec'Eng�eedog.. Inc.
ft unders�snd 5 !1-,Cjz*' Horr►es Is co?sin:atirg a i1q. ;e family residence at 8437 Figle Lane, V k*igtm NC
2l41fin the County.of t4* Han: ve, more d0f ned as Lot 21 of Porters. Neck Plantation.Secdon. E and Couniy Parcel
�r 2-002-021M"n�.�.. one p upe�:y is C.69 so+� awording to 'the survey map by Atlantic Coast Surveying, Miles
yfcCall gill:: dated 1--19.
Tbis property is ssub em b ?he1557,34 Coast Area Management Area '(CAMA) Area of Environmental: Concem (AEC).
Per 1 �A `£AC trrN.:'2 'Ci Shoreline Rules",. part of the larger CAMA Rules in the State of NC, .RM is a
redon on. O:jV ndOg Rwume'Waters (ORM in the AEC area, This property drains into those ORW waters since
this porw o{ #i•'a in waste ,watprway iB classified as SA-,ORW. SA meals tidal s;;itkaters'used for commercial
'fsity . ?her .., tr:ia l ro i i3 subjectta erases r, s, :i}2L'8(f), where 1t states: Mhin the AEC fQrssrrrartne
errd vuib i..fn.:at MarMnas "Z2UCV6b water8 dasarled as ORW by the EMC, aN development per, proAasaft
and dgwgw shell AmA Mw biAt upon area tr! the AEC to no more then .25 percent or My lbwW. site speaft
owwrowe as edocted by ft EIWC as neosssery to protect the excephonal water quaW and oubW dhV resww
vah;w the OPW.. end s�?: ;Aj provide a buffer zone of at least 30 l et ftm the normal hVh waterlbie or►wind
Refer 5w.: • end ., 8) ottiereme be rowslent with the -ase standards set out in Paragraph (d) of this Ruk
tr s order .b wrive the 1bu111-upon area or impervious) +s less than 25%, we have been asked to psdiy the use of
erk urs.pavement or, ft slrinvysys and sidewalks.. Vile. have been provided. a solls report in .the driveway, and have
evaluated the paftlat permeable pavement predict. The Techo-Bioc BLU 80mm product has an infittration rate of
S�,• 0 lnlhr erredi�-the min_ 65u in fix W. State Stormwaier rues, and the paver design vAl be at least ?A'' above the
Ski;�J .1h s bgrade sr rk,,Wilcn rate of 16.85 lrak which also exceeds the State Stormwaler"nrles.. .
Sas°d en.t?is lia ,:a'l n + . M4ci meeta'the dernttiror::of a pervious suttaoe in order b meet the.25% irnpenbA
limit in the ORW watershW.
menu
• EC-Snrpt-rtQ:'1G933 `��•A� caR.o��y,��
• Techo-Bloc Spec Sheet ;.2o.oF Es Sioy. y •;
SEAL
0343164
BRANCH►
2P/if
r

' ECS SOU U H EA S 0 9 1 L P "Setting Me. t;z,). %�f fca:"' u��i '. i :•. -
_
.Geated nical-'e�lY-st 'u,"I ..:'. .Matqifnals r. Envltro rhii e ntal • f C�cili ws .. ..
•.Novem1er.21, 2019 .
hin -Lee Pair
EIVED
B3i1 Clerk 1-i�nes ...
127 Ridne Orhm C
RE
�Wilmington;.North Cardlifla 28403
Reference: Report of'Seasonal -Flob Vftter.Table Estirrietloh and Infiltration Testil
r
:. BA37 .Bald Eagis Lane t.v 'e
Wimiri tbn, Nevv Hanover County. North Carolina
ELS "_ qct lvo. 49.10630IEW
Pt AN 'ING & ZONING
Lear Aar. Peir-
E08 Southeast. LLP 1ECS) reoently conducted a.seasonal high water table ($HWT) estimation.
grid Inuit*a'tion teating:-vrithln the stormwater cor'troi measure (SCM)'area(s) at 8457 Baid' Eegie
1t1�
Lane in htrgton, hew Hanover County: llorah Carolina. This .letter, -with. attachments, is the
' report o#outaestir�g,
Field Testing
on Nove.b-ar 21 201_9; ECS conducted an' exploratlon of the subsurfaca soil and groundwater
conditions.' +n accordance with the NCDEQ Stormwater Design. Manual section A-2, at one
requested location shown on .the attached 'Boring Location Plan (Figure 1). • . ECS . used GPS
equipment in order to .determine the boring: Location. The: purpose of thie exploration was to
cbtairt. s Zsulp.oe Informetion .of the I* situ soils for the SCM aree(s), ECS explored :the
Subsurface soli and giundwaier conditions by advancing one hand .auger boring, into the
existing, grduodl surface at each of the requested boring location. ECS' visually classified the .
subsurface soils arld obtained representative samples of each soli type encountered. ECS also
recorded the 5PV4T and, groundwater, elevation ;observed at :the time of the hand, auger boring.
The attached Infiltration Testing Form provides a summary of the subsurface conditions
encour►tered at the handsugar boring location<
"The .SHWT and. groundwater elevation was estimated at the boring location below the existing
grads sfevretion. A summery of the #hidings areas follows: .
i Location SHWT Groundwater
I l-1 .90 inches . 1 100 inches ;
ECS. ,l,as condta; t5 erg infi traticn test uIilizing, a compact. constant head permeameter near the
hand auger i�rfngs 1ri s�rder io estirrate'the infiltration rate. for the subsurface soils. Infiltration
;tuts ere iyf icei{y a 1, ed at two feet above :the SHWT or In the most restrictive soil horizon.
This test was conducted at.18 Inches .Below, .the..asting grade elevation to represent .the
Subgrade soils In fife pr6posed pervious pavement area., Tests in clayey conditions ow.
conducted fnr durations os 'up to 30 minutes. if a more precise hydroulle conductivity'•value is
cssired for these locations, then ECS recommends collecting samples by. advancing Shelby
tubes arid performing, laboratcry'permeabllity testing.
:,I'd?t. <' L.�..v
l� c.. LL.i.. ::. }iirTi� : s:'� i,L i': •
. =:7•.
,'•' i;, -
.

Report o' S HW? Eat meD!1 and irf1tratV7 T03ft
8437 My Eagie Laos
Vllrmngor. ;Jew wanoferCovruy, Nortr Caroline
ECS Proeat No. 49,10630
Nowrroer 27, 2012
Feld Test Resuits
Below is a summary of the inilltration test results:
DECEIVED
K6V e.
tCOLINTY
ZONING
j 1-1 _ 1 Tan fi-e SAND 1 18 ktchea 1 16.85__]
Infiltration rases and SKUT may vary within the proposed site due to changes in elevation, soil
class;Fi'cation and subsurface conditions.
Closure
ECS's analysis of the site has been based on our understanding of the site, the project
information provided m us, and the data obtained during our exploration. tf the project
information provded to us is changed, please contact us so that our recommendations can be
revlawed and appropriate revisions provided, if necessary. The discovery of any site or
subsurface conditions during construct1w which deviate from the data outlined In this
exploratzr; shcLiid be reported to us for our review, analysis and revision of our
recommendatons, ii necessary. The assessment of site environmental conditions for the
oreserce 0 Doilutants in tne soil and groundwater of the site Is beyond the scope of this
yeatect rsczi explorat cn.
ECS appreciates the opportunity in provide our services to you on this project. If you have any
r,.esticrs roncemine this report or this project. please contact us.
Respectfully,
ECS SOUTHEAST, LLP
K. Brooks Wall
Project Manager
bwailClecsiimited.com
910-686-9114
Attachments: F ure 1 . Boring Location Plan
inflitraticn Tesiing Form
,PBA iccument
W. Brandon Fulton, PSC,'PWS, LSS
Environmental Department Manager
bfu Iton Celle cslimited. com
704-525.5152

A
OkT
LEI Pli I
AL
N�l

Infiltration, Testing i=orm :.
8437 'Beld Eagle Une
V V ilminMon, -New Hanover County, North, Carolina
ECS 'Project No.. 4910630
November 21, 2019
_E RID
VC
Loceflon Depth UUS.CS_ Soil Descri 'on
048a Sp Tan fine SAND ,
48"-80° $
M Brown one. SAND w/ silt
' Tanfine SAND. SP80�NEW HANovER COUNTY
: .
PLANNING & Z'ONINQ .
Seasonal -High dater Table was estimated to be at 90 inches. below the
existing grade elevation.,
Groundwater .was encountered at 100 inches below the existing grade -
elevation.
Test was condUcted at 18 inches. below existing grade elevation
lrf ltration Rate: 18.85 inches per hour
i

,�- Geotedhoical-Engineering Report
The Geoprofessional Business Association (GBA)
has prepared
red: this advisory to help you — assumedly
a client representative — interpret and apply this
geoteichnical-engineering report as effectively
as possible. In that ray, clients can, benefit from
a lowered exposure to fire subsurface problems.
that, for decades, have been aprincipal cause of
construction delays, cost overruns, claims, and
disputes. If you have questions or want more
informsUon'about any of the Issues discussed below,
contact your GOA-member geotechnical engineer.
Active involvement In the G6oprofessional Business
Association exposes aeotechnica.1 engineers to a
wide array of risk -confrontation techniques that can
be of genuine benefit for everyone Involved with a
construction project.
S
G ' eate6hnical-EngirivOring Services, Are Piarferm.(-A. for I Po'cifig; Persons„ and Flrolex*5
_J S%Ir' kiis V.1 rntvVw.
zlfi;it;. A
ofu-:'94%
Told
rmpvresl nohr!'." &I. he Client. !A'hoit Wh"
nVO ifti'l eh'an.,
Jzem V ';d.CL
4aulf2friq lyjLn- di 5'qzhlefr whpre-Dand n. A fid ?10 one
arycxcr exqpt
ana �dnl'�rqi!VXUL
Reii.'d this R . (1-:16 FIJO
Opp
Dual.. ris'a
d
-:ks It OTE. I tic i;'*
v 7r_- oen,.wAni-ok 4 fht iyr=2,.�xn --ts si-M.,
lind
• *.i wr ptartw"! at 4L-derins Jfiv ir.r.pla./turarani airihul
=Cti&t Iva t-4 V d U'11110"'S'
IMW werode twat di the reliability of this report include
t hQS-. t . .11ji C�C'
when its
Lrwn ado-t-indvisir;4d plamt to a r.qrigtwAtid Nwzhouir; L-11.
•he wi-t %tion; Configurutl an. la.alloa-. orlentutlori, or
of fi'li, pv)pobed sMictwe;
the of the design n=; of,
ji infbr.,n your *tecWq s 1&7,epr pf fr�cct
ch?rgus - even minor ones -and request un asse.-ismenubfflhch
who
6- Mat arise kenate
'r-1p;-1: was w4'.4ri-Ifird ahwd 4ey2lpp?nenl.; Me e4gInaer.othenvin
11TW., W.(.JJ4QF1 PNOY,Ont ft 'R# iak*_1
Do 11:0.1, 1'11?,- on 4Wrdpirl 't-:our . palcchn!rel engineer previaed it:
?bT a 'J"'FfdT9Pt'Cr1Pn%
• 4)1! -a -.116mrif jv;j)Lc�
for a eAftlent ?,Ite,"enat miny or 7ztwr not Inch-Ac all cv- a
porkurk Dic the or!1atnal SILE); or
before impartint evients occurred at the site or. adjacent
to it, e.& inun-made evenu like cuivitri;wtion or
r-mediation, ar iltitund wgrits WrA &Ods,
&,juSht61.mrdhi1u,ikei. or grtjurtd*aW_ Ductuatlow.
ILI,% ifmr it 60,d be wwLte to rely on a geozechnicRiengluctrins
rep tet 44host rillaWlit.7 muy bave been affected by the pag"ge of time,
'because j%Iactors like changed -sifosurfice conditiox% new. or molted
wdoi ir i
atntlards. or reipectripm or new kthrd" or tools, #.Yasir
3009AA-111 tVAIrO? A6 Not Inifirated an "a .ppbo-by? datg or, the n-pvrt.
wk-wh&.4 shouid be, and.. it ganeraL if you are the lean bit isrrartain
Owatihc continued rellability of this riport, contact vnur Soolecbrik.81
eneireer Wore applying it, A rdinor aniaL= of additional testing or
"m;!Vsis. - "Vany. U :equliad Itrall - could pruveiii tnajor problem.
FRO Of 1,41P. ITUKJOW' Pn(atkd in Thit Rvipprt Atit
.1'efoye wnstfneioa hL6111. geotechnicai engineers explore 2AM&
sampling and hmdugPro.-Caures,
Cam."Oh).'al enpareri Car, observe achial Subsurface iDndWDf.JD)J4'.'Jt
1VU10 Sitaipilngruld tiati?A; mw patformad. 7hu
t 'lire
tfi-, . iv.-J fir,:zi thut 3unip1b ijand tLmbig uviv revlove l by Your
geor,x"hM.-m! vvyineer, ;Aoihen applied prwikmum� i ju4mwr ttl
tour., opiri-ons aboat suh*urfice conditions throughout the site. Actual
4xh=.Zed In this report; Confront that rb& by retainlag your
Seoteebulcal eaginege to sehv on the design team from project start to
prqjec L h nh,&, so tb eindir, dind can provide informed guidance quickly,
-Aene,. er n L-edad,

f9;�S
Tnis Report's Rrec:avtimondatians. Ani
CcMitma!ion !Dependent
Yt•<recces:^e•!.a::rrs Sncludee.!n 1-Mi cepor:- ind.:d!ri arc op::•.rrs
n:-al:e.?&Lk to - Lre Lort4'manon-a!_ia*ttA!L'.'r, who, MJrds, :ilex aR
a.r irv.:' becenee tee geatechrtical er11nni wh, le'fri,rpt3 then; rtikd
he•-:'l? en, padgrne?t sad W--free tc do to. libur geott; nnieol engineer
:o_^.:raliet ;ae rtee.Tr"tn_xteaa d::r/ a?tr obstr.ing s:c:uk1 subtrlrfker
:aadirit,ti ievealed dur;ng :aasauz-San. if fluouglt :-nie vice vow
rWtac:: -Ira: enlilnm Z-=ArY•J L u: d-t ciona'.0ons as5oz.A to exist
i:raa::: !la .'•flat, L''te:'t:c•rnn.::dareaa cat be r sled upR., 255wMltt
::•r she• ::nrge: i.evt :2esrw ?nr�^u.^.•c{.+kni ruge•:a,.^ N}u �•eNneu
Y:e16Wrl.anna,^,aft!•r.8 /cry:ralalii:rJr I:rt7ih^ MJ!'SUNArIAiA'tai:•
%eSe'::itY.:Y:eaw,•ti/i:d4:r��]t.'y-e!!!a'1 •; n:al, th;tJc;ill:pear k;forn'
ror:tns:caa .bnr:.Siw!.
Titia kepod Gould 8e Mir i(eteryreteal
Other iztttr-rr:fer:oact' m:];.+tt'orY.Etior:4:'yEciethnl:r3-
snyinaitying rrperu aas :c:ulttd fn ready pr a lelni. C,nrmnt teat rink
}1it:'4.Gl.•hR{: t+nt.' e'!erYa T.i%:( :-t::nt .T.E9.L•r of t^e
dexs:i tea+:, tcn
mnrer wuh ettei: di !go-:eam :n•^^ben'
hd: dn•slap ape: Reif r-.i,
r,tiety percneot tistiert: of -rhtr deAgp �: ire rxU
pima and ;phi: catiocs, and
hto.•rhand-
i;ywt•e-rncg»nrnrlad•t�ag?.¢tEHn$
;aedanco is ntedcd.
You :hated also a;niront tl : nee cr constrictor; r.!isirt!et,se:':ng Liss
rtparL M) ±G by rM.e1P.e1n: wr:^ 1aC!E::.!1n!ral r?}S;P.tef [P i tr!tre'.-MSc :'.
;: rtnd and' cY,:ar}etvn:nr eot}:'ermte: and .o pesfo:r..:on:!n:et!on
obetrtEtlml
Give Conatmigtots a P.omp!ete ReWt and Guldantx
Sant aum: and L=Sr. 'r••tihr,•e they tan solilt
u:.a-.nt!psced-scbsurfert-: an3iJ�r!a l:ubiidty ra ::nssunors lily ifrit:ag
[ht nefus-a:t[ar: •ants ircxs Fn. 'nd .�rrp:trtt:t:.•:. To �tp gr+inlet
the .City- conixnxi:% a prn6:c .a au r. e:tlte .ti cau:bi.:trc:Ldt "lit
. x-' it gtotc _z cx try^.caring seprx . aeorg ni h up ii!srm^a
Ct !ppolai{set, -nith 1%r'.r -..,r'_-it: d0:'an-1ty te, bar bi :rrKJn ::.ale'
C.x- of:f:Cirl: ffNA mst t'a inclui#fra ?:e re;ertrtaip r riglannartm:al
+:rrpara]vdi1'Cc svarui, ndtn:st.�! g,-!M;,ruvclst•svi:tttorow
•kit `rrfxnz!>znal p irpcta r r'dtnt ✓.,!nrnc!nr Fmc nc nvb.t :o felt•
ab he it te:prtta:loat, x :art: conicat:tit; for le.ortmtndationi tn:
rht-r—vct, bat rhrl nrs- rei- no. the fan "i dam re ttte z tine t; eciFc
+.Im:� Isx: _'om, end dectivx rlevadspa rtfererttd. be ctrntdn that
•:MIF!"J.; n)er knave thtl" m ytsar: abGu+. ape4tllc pnniett rey':tiiv::ierts,
lndudinp spoon Stltc:red frprn the ropor:, an;Y f.orn me Jeri,
drAn'!rg, Ord tp::iS:TJn: p,ek•ind MTiat!ttrdT.• r}r.! the;' fray
perform they one audits,F they wan to and be sun to alloy enough
im.t to permit them to do so. Only then might ;mu be Ln A pahitlon
to gi:x cutstrurors t-le information available x you, while requiring
!hem tt; zt !tau: *.arc wme of the financial irspunalbilitirs stemrning
Crag urmt!cipnteL conditions Cmiducting prebid and preconttructim
crnnfertnuscan alas be Val sable in this respect.
Read Provisions. (Jaf-.0y
Suine client represtatitista, des<gn proltstiooals, and constructun do
rot nacre that geottrhniml engineering is far less exact than other
ang:nea::ne --U'dpllriv . 7but I+ek of u 4"tar.ding It. rmrh'nad
unrolutic expectations :hat have mulled in disappointrnenu, delays,
:,it oc+trnms, claims, and d!sputts. To confront that risk gcotechniral
cugtnen: ccntrr. inb• ir._tude uplanmory provisions in their reports.
Sare:.rriK nbeled'irndtarium: manly of (hest p ry iron. indi;:,te
Where ¢ertecho,crd enginat"' rnpnntibfdties begin and end: to help
�hthers rt.ogain tF.eir own responsibilitta and ns1Ls. Read thus
pr✓'-,fibers ciweF, Ask qut}lions_ Yu-,r georechnlcal engineer aholtid
raso:,nd Riffs nrd fmvn t:lt
Geehetttris•asrmerAai Carieerns Ave.. Net Covered
?he I, rmnael, ecoipment, and technigces used to perform a:
t rvir'a^nentil3tudy - e.g., t, `phase -ant` or "phire-rini enviroamenu::
yet sneivrert - diF!er sigrificntly from those used to perform
a grs'acae!cs i-tnK:ntering study. for that reasrm, a gartec11MC%1.-
engtnt%:!T%g, rtpfrrl does not r.uially relate arq em iromnental fmd(.ngs,
:nc]i or ftL". ntehdi:ions: e.g.. about the Lk--.li'hcx,d of
er:c,rmtenn:g undergmund,itrroge tanks or regulated contaminants.
i:;Jr::Cp.tltf7kbaGffF:e envircmnn,tal problem; have led :opro,!ect
ly.ib: v.lf sec - v ;ion ve, obtained ^our open t•.rirorunenti:
:Wire•.^at:ca,:ik', our geote:lmieal consultant far nxft-rrmaegemmt
s:tii:ance..Aa a gtural rule. do (roe rrt1- un an trrliMlnreatal "Per'
trftpanni for a d7!•Terew chna, tire, or projeu. or rhat u more ills,! six
s:anirs , Li.
Obtain PltttFes0cit!al AS8igtafroY, to Deal vMh Maistwv
inftltmiart and Mild
Vrhi'.e •::err geotechnical engineer mayha.•e addressed poundw-a er.
Y: reef L•1L11:drm, or :inn0ar issues .n :his report, none ars the engineer's
stntctss^.ert designed, conducted, or intended to prevent uncontrolled
rni m!on of mo}slure - including watt( Vapor - from the soil through
ha: JS'.rg It ba and v,ili ar.is into the linfidira Interior, where it can
ce�ae moll growth and ma:er d-parfnrmance defidenciea Accordingly,
proper Implementation of thegeuterh,slcai enginre✓a reetmm"dolium
n• 7i no of ibelf be sufficient to prevent moirture irryiltrauon. Confront
-he risk of moisnuz ln:i!lratitn by Including bui:dirr-r:r:riopt ar mold
fpcctnlir:a on the desigr.:eam Geotechnical englrreert are not building-
e,rrtlopr or mold apedalNh.
GEOPROFESSiONAL NEW HANOVER COUNN
RU!SiNESS PLAAINMir .,... GRA ASSOCIATION
ieley''ntrn 301J563.133
t-tt,at's !ntot�gdupr.,li%sstxai.tug wtrw.gtoyrafestioral.org
(-"r.%iht9o:Ab/Gnpr•„tn:v.,tt Sus!.are Ain!:GN::.r. rr 1:. pl•re!ol:. exer•.s`:trk r. mtapy:Iwof ore dkcurnm:n wbok or in W, b7are rncrosahrtorw.:earwly
:vd!Aw•;a,rttYf w�^, lj?lr qx<+:e;•!'.;rP par�!at„n ittas:yrai,:;wek:yv"1k?nv.r irem 11,1JOvMmmti.Pei,1udm'r*'th. 11.e ap:w writ" ptTmWM
raa.rumn?!(mpry'anaH,iVird:rr.,r hart'.d•r-•.ia:;Narl•'rrbvrnrGa':wy•JY.IY mVley:(RNwor&rgaiv Mlp W,ttOp,lfinv.trrIW%T.TrOtR)
i,=.a Ave:-rbn'-,+.In4ttdas:. m YDer sr.!:: f iLs' 20 dca, h rnl a G2 A mam4et cored oe ruormitrng. llitit,

S. T E H.O!"'S LO. C SEGMENTAL
PERMEABLE PAVEMENT SYST'EMt.
TECHO-BLOC permeable pavements are an alternative to traditional Impervious cover. They reduce stprmmter runoff to sewei:P-A WED,
water detention -and infiltration. They are an e"We way to control stotinwater it source an residential, commercial and Industrial lots. They can
siso -.;iPl,7rfte the n0a:d"tc, W116 iargep Erwer systwns dw- 10.5tPoit -of yacent lots W;.ng di:veloped In an'PAsting u'rb3nized sectot,
These wt e qrnfit., z rtrteabi zava-mero, systern'is ti e t1pe that succezeul among the various types of permeable pal -IN 89a1 ble
10 lay: jng tr A 2 cSn:bS in a rind itz 'Less prene 'Pe dqVi xrppred to pervious concrete of porous asphalt
sm.6.413bS excsimi Vlcrrequlrer^enls 6.1 ASTM f.936. CSA A213.1,2 and-MAIM.1.1 stahclards.
NEW HANOVER COUNTY
P 'NNINC LA ZONING
comprisoi(va krfr.jfh 8,000 PSI 1135 Mpg)* min.
z 19 t sn t s 74 fra ez! n R s n d rh 2 VA n 2 '--,o s 5 61 rn=s S S.'re r 24 ry el E! 5 223 H/Tr7
Cyc 05 Soc. Ve. ------- ----
Ltristi, and 'A.-idth d.6 mm)
�1treri�;c�`-�i trs!ermrses _ . ..r .. , `:- ,_.:�_. .. — -.... � .
'.fl .13.2.rnrnj
.725'PISI IS Mft3
Less cf mass Sher 28 :,16ts f 2-A5 tit-V
Resistance to freezing an d thawing
Lots no gpe
to +0.08 12. mm!
t Urlts up to Ond Irctuling. 24, in. 19,10,mml
Th k6e3s. 0. 12 In. 13 MWj
Ur' 3% over 2P 4 rz. 0710 mmi
T}.!ckne=
j'2 InfrI DimEnsirm mrrfo and less
a fp & P w 0"wilih ric 6b.',tar.Ws- wf!"y I t'.Co h -a i. ;�r-y Bt(IL tr I 01-Ang tbc- ABE of a.:, phere greater than ItV .113 mm) in diameter. The openings
�1 TECRO�RLGC PRODUCTS
T.04AC�' OPENRAG
3001TWIDTH .101PIr'FiLL.
JAS-TOM)
INIFILTRAMON."ATO
993 in./hr (2S 227 rhMjhr)
44. Koo
M M
Ila, 1.89
937 Jn,1Fhr (21267 mm/hr)
M I 057A Q A N 0 00
(4hjM) to U4 Mrn5j
49
610 ih.;hr (is 5os MMI'm
V � 1
726 in./he 48 440 mni/h r)
41-1
VALET
j .5,3
to corne
VICTORIEN SO nIM'
10%
.9 rn.rn'-to N.
8961M/hr(22750Mn0d
U 9 5.-r mr.
3.1r! 71.
M rr.;,
#9
r
570 Jn.jhr,'14 473 mmffir) I
71'
; "') i - ?. E%�- ",� ZL. %?�n &t v,- _V—l
0

r
•g,�
4
PORTERS NECK PLANTAWN
loor
LOT 22-1ECTIO i E
MAP' BOOK. 6. PAGE I.
RIM SUTFON TRLIST
DEED BOOK 46OZ PAGE 44
EIR .
'PQ C4�
N 373WW E PROPOSED HVAC
VICINITY' MAP
3Lea' (nE) { (5'.x 1(f.)
NOT TO SCALE
1
S 52'20'OO' E 199.67".
GENERAL NOTES
EAGLES RIDGE AT ECM
PORTERS NECK PLANTATION
r. THIS. IS A PROPOSED PLOT PLAN. THE PURPOSE OF THIS PLOT
'
LOT 13R
PLAN-6 ONLY TO SNOW THE PROPOSED LOCATION OF THE.
MAP BOOK 37, PAGE N
— . — _ —
.'
fOUNDATIOAL
2 FACIPERTY IS ZONED. R-20S REST O71AL DISTRICT
BEARM FOR INS YAP ARE REFERENCED TO YAP BOOK 6.
DEBORRAH A. WJMAM
� TREECINE
.1
I
DEED BOOK 606Z
.PAGE
4. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES UNLESS
PAGE 2403
� o
ORIERIMSE NO7m
5UIWTS ARE U.S SURVEY FEET f1(YLEW 07H RMSE NOTED.
;►`
AREA BY COORDMAIE GEOMETRY,.
I
z NO Q W NONUAIENTS FOUND WTFNN 2000' OF SITE
LOT 21
AL INS SURVEY PERFORM AND NAP PREPARED W7HOUT
BENEF7T OF A 711LE ROME INKS SURVEY SUB&ECT 70 MY
ER 29,967t Sq. Ft f W
FAC75 AND EASEMENTS W7NCH MAY BE DISCLOSED BY A FULL
AND ACCURATE 717LE SEARCH-
N 3T41'29' E
9. FLOOD NOTE_ AS DFMNED BY MAPMC PLOTTING, WIS
29.97'
PROPERTY DOES NOT APPEAR .70 BE.LOCA7ED M A SPECIAL
r'
FLOOD HAZm ZONE PER FWA FLOOD INSURANCE RATE MAP
EAGLES RIDGE AT
EIR
J37203179DDK, EFFECAVE DATE 8/28/201&
PORTERS NECK PLANTATION
LOT 14R
N 52'ZD'00' W 299.68'
1Q COUNTY PARCEL 003712-002-020-000
11. PARCEL ADDRESS. U37 BALD EAGLE LANE
MAP BOOK 37. PAGE 89
575 CAMA AEC
INLAWTON, NC 28411
Room ma
575 FROM THE BIiLKHEAD ORM
12 TOTAL 97F AREA 29,967f SQUARE FEET (R69f ACRES).
TRIMF
�
11 MAP dt DEED RuERENCEs PER THE NEW HANOVER COUNTY
DEED Baas 5267.
REgSTRY• MAP BOOK 6, PAG,E. 1
PAGE 810
g is PORTERS NECK
DEED BOOK 46OZ PAGE 41.
LOT 20 - SECTION
(AND OTHERS SHONN 7IE4EON)
vs ` MAP BOOK 6. P .
14. LTUMMG SETBACKS PER NEW HANOVER COUNTY ZONING
FRONT- 30'
'-` �ti
CHARLES M.
SW!~ 15'
EIR DEED BOOK 1(% P
READ 25'
PROPOSED IMPERVIOUS DATA AEC IMPERVIOUS DATA
..'-�'/
` e y
1 HEREBY CERTIFY TO BILL CIAgK HOMES OF WILMINGTON, LLC THAT
`' ' ` '" "� 8UILWIV(i HEAI®: 32# S� Ft AREA OF PROPERTY WWW AEC:
THIS PLOT PLAN EXHIMI JS. A TRUE AND ACCURATE REPRESENTATION
-: r
_ BUn.DMG EWMTED (FRONT PWM TERRACE'S IMPERVIOUS AREA FElW JED WWW AEG.`
OF. THE RECORDED PARCEL dc'PROPOSED.. HOUSE FOOTPRINT, AND THA � � �� L •, � + 8 - -
��SUPERVISID4.
A
Ai1ID PORCH SUS 172 Sq. FL PROPOSED [MPlRV10US AREA I�7HM EG`
THE -PLOT PLAN WAS PREPARED UNDER MY
_ �v ,�
IV ` w
a •o :.�
,, �R� -�
HVAC EJ11Cr QSf/AE 50Ft
roTAL: 4996 Sq. FL
°' CCALL
LOT COVERAGE fat x GRAP
I
I 40 0
`� ��
j
me
1