NH_19-56_ Harris (DENIED) (2)

tF 75-zz
NEW HANOVER COUNTY
Planning & Land Use
230 Government Center Drive, Suite 110
WILMINGTON, NORTH CAROLINA 28403
TELEPHONE [phone]
FAX: [phone]
Kev Vafier
Planning B Land Use
Manager
October 3, 2019
CERTIFIED MAIL -
RETLRN RECEIPT REQUESTED
W. Don Harris
602 Grantwood Lane
Whitsett, NC 27377
RE: DENIAL OF CAMA MINOR DEVELOPMENT PERMIT
APPLICATION NUMBER- 19-56
PROJECT ADDRESS- 8437 Bald Eagle Lane, Wilmington NC 28411
Dear Mr. Harris:
After reviewing your application in conjunction with the development standards
required by the Coastal Area Management Act (CAMA) and our locally adopted Land Use
Plan and Ordinances, it is my determination that no permit may be granted for the project
which you have proposed.
This decision is based on my findings that your request violates NCGS 113A-
120(a)(8) which requires that all applications be denied which are inconsistent with CAMA
guidelines. You have applied to construct a Single Family Residence and driveway which is
inconsistent with 15 NCAC 7H.0209 Coastal Shorelines, which states that: (f) Specific Use
Standards for ORW Coastal Shorelines; Within the AEC for estuarine and public trust
shorelines contiguous to waters classified as ORW by the EMC, all development projects,
proposals, and designs shall limit the built upon area in the AEC to no more than 25 percent
or any lower site specific percentage as adopted by the EMC as necessary to protect the
exceptional water quality and outstanding resource values of the ORW, and shall: (A) provide
a buffer zone of at least 30 feet from the normal high water line or normal water line; and (B)
otherwise be consistent with the use standards set out in Paragraph (d) of this Rule. (2) Single-
family residential lots that would not be buildable under the low -density standards defined in
Subparagraph (f)(1) of this Rule may be developed for single-family residential purposes so Ck
long as the development complies with those standards to the maximum extent possible. j
W
Should you wish to appeal my decision to the Coastal Resource Commission or U
request a variance from that uJ
eq group, please contact me so I can provide you with the proper tY
forms and any other information you may require. The Division of Coastal Management

central office in Morehead City must receive appeal notices within twenty (20) days of the
date of this letter in order to be considered.
Respectfully yours,
Christine R. Bouffard, ���
New Hanover County
230 Government Center Drive, Suite 110
Wilmington, NC 28403
cc: NC Division of Coastal Management

• iTbr offs "fise ate}►!
'GENERAY:IIVFORMATION. � � � � .
'. CANTO OWNER
j 'Names,
Citty �' , > >"'' ..c=� :State r�E. = Zip Phone �X
Entail
'. AUTHORIZED.AGENT' ,
' Name . r c 11` • ! i; is � �F
Address �>����' �*:t P (.� ��•Vt'' �.. ���=f �:.. �,,,:�'E � � tom- !��,� �� . • '
< Cty.14 state ''� zip"s °tt# Phon
. - WCATION OF PROMO. T (Address, street name andfor df ections to site..If aot' gceanfront, ;ovhat is the name of
adacentwaterbody)1` �` �� E i'�ct�"�� .��
DESCRIPTION OFPIOJECI'� (L�ist ail; mp sed construction and land disturbance)
40
SIZE. OF LOT/PARCEL:. , • : * :' �"� square acres
PROPOSED, USE: Residential (Single=family []'' Multi family 0 Co nmerciaVIndustnal.Q Other.
COMPLETE EITHER o) OR (2). BEIAW (Cozad yinw Loral Pam& Q�cet' if you are not swe 'whieh AI;C oo ies
to your p�+apert
y):
(1) OCEANG.HAZAItD AAECs:, TOTAL FLOOR AREA OF PROPOSED STRUCTURE:. square feet (includes
!, air'oonditioned tieing space, parking elevated'above ground level, non -conditioned space elevates abbr►e:ground level but.
excluding non load -bearing attic e
. (2) : COASTAL. SHORELINE AECs, SIZE OF BUILDING FOOTPRINT AND`:OTHER .'WERVIOUS, ORIWIL.T
:UPON SURFACES: .square feet (incXudes the arca:of the roogdrip' line, of all buildings, d iveways, covered decks,
concrete'or#nas atiioss,.eta: that ard.withii'the:applictbleAEC.Attachyoutddculationswith -the pioject'dm*ing.)
.. .. Alt► .
STATE STQRi+IWATER MANAGEMENT PERMIT:; Is the'project located in an.aiea:sublect :to a State;Stormwater.:
Manageineni Permit i sued'by-the NC Divisioiof.!Water Quality?
If yes; list the; total built upon 'area/innpervious ' sM*C allowed far, your, lot or parcel mare feetw ;
: I�ECEIV
•NOVI 2.201.9'.•
.
.. .. ..
. DC:M W�iLMiNGT ON; NC

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:
I, 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)
r ` �
✓ an owner or record title, Title is vested in _ (, tGI()),a 1 Y� IF E # 1 , see Deed Book
page 't I in the &- t—y 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 contract or lease, explain below or use a separate sheet & attach to this application.
NOTIFICATION OF ADJACENT 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.
(1;
ACKNOWLEDGEMENTS:
1, 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 floodproofing 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 -3I day o4jdak, 20 1 f _I
or person authorized to act as his/her agent for piupose of filing a CAMA permit application
This application Includes: general information (thisform), a site drawing as described on the back of this application, the
ownership statement, the Ocean Hazard AEC Notice where necessary, a checkfor $100.00 made payable to the locality, and
any information as may be provided orally by the applicant. The details of the application as desciltem 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 admi"t"at t.
DCM WILMINGTON, NC

I
GENERAL INFORMATION
0XIN - / 9 404;
LAND OWNER . i
bkr_m.- Tiz>y-ye2AA, V 'Ar_rf-c i r. �rnr -, S RECEIVi��
Address.n
m
C4: Tfp-., � 1-t-2-7 Am:
NEW HANOVTR COUNTY
AUTH4RLZED AGENT PLANNING & ZONING
Name,
Address:
City:
State: Zip: Phone:
LOCATIONOYPROJECT.
.... (Add,iqm�' C,-n_d or directions ,�—­­
-the, name_oftheIas�LL_ A nn0
.
...
DESCRIPTION OF PROJEC: (List:allproposedconstracton and rand diAmbatwd)
U4
SIZE OFLOTIPARCEL: ---:21 Milacres l
71
PROPOSED M Residential v"""" (ginglerfamily k-family _) �Commeriea;Ylndustrialj 0ftj-____
TOTAL ENCLOSED -FLOOR AREA -OF ,&BUILDINQ IN -THE 0CMAN-MAZAR-D MR —EA OF
Q _'
ENVIRONMENTAL C ONCERN- squ
are (e.eqj, (includes all .floors and roof co-vered--decks)i
91-A Off' A :A06WIkift' AND 0,T-HER-EMP-ERVIOUS..,OkBUILT-UPON SURFACES"IN-'T-HE
COASTAL -SHORELINE AREA, OF ENVIRONMENTAL,CONCERN (AEC): 4&'square feet
-- -1A
dii
(Calculations-includeFs theareadf.the roo - -'--f/dhp- ifafl bw-1 ew4y. covered decks, concrete or;pgww patios,
: Iffi-t eo
etc. that are wiiliin the applicable AEG )(Af tech
your calculations wrfh the; projeci drawing.)
Choose the AEC area that applies to yWp"pe
(1) within 75 feet of Normal High Water for-thei Estuarine:Shorehne AEC,
ogwithin 5 75- feet of NorvmkHi@i Water f br-thie, EsWaYilfe Shoreline AEC, a4ft-eftM j0idAki4ffi_' 21tZi6gfie
(3) within 3 0'feet of the Public Trust Shoreline AEC
y ifi-9-6A-K- not -sure which AEC applies, to your property.) i
STATE -'S*-T-O,RMWA-TERMA-NAGEMENT-,PERMI-T,.-,ItF-tlfd'pr6jpctldcit6difiaiAft ,�--' subject to a State Wimwafer
Manapniat'Pennit issued bythe' NC DiVitibri ofWaterQuality? YES No
If Ye5, 40 *9 W bp* upon area/unperyious sudweAlowed for your lot -or parcel.
square feet.
RECEW
STP
DCM WILMINGTON, NC

A-ly, ). 1Q 2019
STATEMENT OF OVd4MM: PA-
.13P a -
a rwwfi ai thonzed to ad as ahragem, for pu _Iposcs 4
-d as AW�� cm this wthliffe -
on bp,.dmn-
v
b MOW= y
Countyl
iWh as wfttten grad or case,
,N61`'MC, ATION OF ADJACENT PROPERTY-OWNEM:
cemFy=that the
rein. This-ii
P-6 6:ggt q
g qw mlsave
qipz—op—ft*csLa-toimg-diis--.propmty., 17.af
'jVb7ft-iifVI'E'L-OPERSI-IN-.00EAN.R&ZAWAIqD ESTUARDWIRAZARDAREAS-
-
that the UM 6*fw b -- tbaft- - P—rOP-0-994 development is p1mmed for awarw-which . :tmy-be
�WKC _!A'*:
,n,s-m.ocuded-.w.W.tbis.-lot: ,This-eVIanatiamwas -,accompanied -,by-
TO ENTER ON=LAI�ID:
lam-.audwdzedto-gmnt-and-.do.-iwfiLeLgmnt-petmimion-.to�"tlw,,Ibw,permit illrl�an, d Jq's
S
agents
ton Wou the-afmcmendoned lan&7iwconnecdw with:,evaluating inft�zea-ffdto
.it appACorL
ownerslnp statameat, the ATC hazard notice where necessary,,a�check.%$I00:00:madepayable:toWthe locality; and amy
applxcahan as described by theme sons are
20 1 t
-as- -agent
mwPcmon7mdw&edto.aa -big
n for Purpose -of fiHng a.CAMA permit. -Vplicatio

Name of Property Owner Requesting Perm„r���'(j' YsY/►il (ilQ (Z�.�
Mailing Address: (IDALA
k
Phone Number:
Email Address:
I certify that I have authorized
-9�
=iy un�,nvc
�..�_R COUNTY
LhWNNG & ZONING
ONES'
M£S
to act on my behalf, for the purpose of applying for and obtaining all CAMA permits
necessary for the following proposed development:
u. o al
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.
Property`Owner Information
`zi IV4 rsiav d R ;v�n r v�y.Ya sce m.
YCJ(H HHI=, AWNUAUQI'-VWO
Signature
on and Debra Harris
Print or Type Name
Property Owners
rn/e
10/31/2019
Date
This certification is valid through t
RECEIVED
NOV 2 2 Z019
DCM WILMINGTON, NC

MacPherson, Tara
From:
Brown, Denise <[e-mail]>
Sent:
Wednesday, October 2, 2019 5:30 PM
To:
MacPherson, Tara
Subject:
[External] NHC CAMA(1QTR)2019-2020
Attachments:
HARRIS 19-56 HOLD LETTER.pdf
Please see the hold letter for CAMA APPLIC(HARRIS-19-56).
Thank you,
Denise Brown I Administrative Technician
Planning & Land Use - Planning & Zoning
New Hanover County
230 Government Center Drive, Suite 110
Wilmington, NC 28403
[phone] p 1 [phone] f
www.nhcqov.com
1*GV-NED
00 0 4 Z019
t)CM VVILWJ4GT0N, NC

QpmCsfk',Mnll.Fs
10131119
W_
Charels Blalock
w.n Adjacent PropertyownerN
s.z5 eern. fan, �+V�.NC
Mailing Address
City, stab, ZIP code
N W HAN�LANNIOVER
u COUNvTM
Dear Adtecent Property
AEM-C
-
mA.a°.qaOD*
*, VOOrnu+w.0.
u-
C3
m
.o
ATM ^j-
•�
- `.ndRFOtkuc
0
0451
08
Foam
HM
10/31/2014
This letter is to inform you that t, Donald F. & Debra M. Hams have ----
Prop Owner applied for a CAMA Minor
Permit on my property at 8437 Bald Eagle Lane, W lmmgton, Ne (Lot 21)
Property Address m New Hanover
Counly. As required by CAMA reguialk ts, I have enclosed a copyof my permit application and pmject
drawing(s) as notification of my proposed project. No action Is required from you Of you may sign and return
the enclosed no objection form. ff you have any questions or comments about my proposed project, please
contact me at -.._. 336-456.5574 —- ,or by mall at the address listed below.
iicant's Telephone If you Nhah to
App
file written comments or objections with the New Hanover County CAMA Mnor Permit Program, you may submk
them to:
602 Gantwood Lane
Marling Address
Whitseft, NC 28411
City, State, Zip Code
CAMA local Permit Officer
Local Permit Officer for New Hanover County
230 Government Center Drive, Suite 110
Zoning Division
Wlmington, NC 28403
RECEIVED
NOV 2 2 2019
DCM WILMINGTON, NC

M1
ao
o-
ut
A
m
10/31/19 A
ante vt
Rufus 8 Carolyn Pearson [' f�� p
Adjacent Property Owner o
nsstaw Ejpy Lan, M4mipMnNC :E/11
Mailing Address c
Q'/ 2 1 p
m
City, Stale, zip code
Dear Adjacent Property:
so
NEW HANOVER COL A
PLANNING & ZONIi Er-3
n
U.S. Postal Service''
CERTIFIED MAIL® RECEIPT
pomeeNc NO Only
❑wnm aeWWleiec,mniG s vu.uu _ Pommwk
�CwYbnl.{®IRWnctetl oe':very S NNe
�/dJ S9rvarvre Few'M S�BaUB—
�MLISIJWrvilee:•k,eO�N.'e,y5 —
'ost"a f0.5S
This letter Is to inform you that 1, Donald F. and Debra M. Harris have for a CAMA Misr
Property Owner
Permit on my property at 8437 Bald Eagle Lane, Wilmington NC (Lot 21) �- - -- in New Hanover
Property Address
County. As required by CAMA regulations, I have enclosed a copy of my pent appkdon and project
drawings) as notification of my proposed project. No action is required from you or you may sign and rewrn
the enclosed no objection tam. if you have any questions or comments about my Proposed project, Please
contact me at 336-456-5574
Applicant's Telephone
,or by mall at the address listed below. If you wish to
file written comments or objeom with Sre New Hanover County LAMA Misr Permit Program, you may submft
them to:
CAMA local Pem It Officer
Local Permit Officer for New Hanover County
230 Government Center Drive, Suite 110
Zoning Division
Wlk*gton, NC 28403
1I�
08
602 Gantwood Lana
Mating Address
Whitaett NC 27377 RECEIVED
city. Stale. Zp code Nov 2 2 2019
DCM WILMINGTON, NC

!� rnailErrg !o[ter or so":
CERTIEIEDI -MAIL•
RETURNRECEIPT REQUESTED
RECEIVED
Dear (hr yhcs P'.ce, rso o
MrJ.luirs.ut�, .� s�a►r. r; s _._.__ AUG m yo2"0_1..9This tt10 aenantha
m
plans to construe° - ; R F NEW HA OVER COUNTY
PLANNING & ZONING
in c .1i,r,�: rsar: tit_r
M . 7,7G (" 1 W. ' o. o,1, ft - e;.to 0 77 M to r ti . ,o.r
Should you have NO�ob�eeions to thus proposal
3 . Phase place a check made (T}' a# the appmp ore' statement below,
4= =Sign and date -this letter and retum to: a as�soon a
00-05
ibhe
Shouid1 you HAVE oto thN proposal; please., send .your wrlt#-en q*mer":
C,AMA Local PermOtiicer
New.Hanorrer County Inspe ons: Department
Zoning Division
230 MaQrket uPlace LDnve; Surte.1;1O
--wilini I qwn, �Noi#h.C; rol!na:284Q3
Cotnrrierito will, be c r s�derod up :ur i:tl a time' Qt "suance..of a_Perrnit
Sincerely,
M�
1
y-
I have NGeoblections to-tfi+s prolect:as�presentl'y proposed.
! HAVEwobjeotions tohthe prof i t as presently proposed and hawenclosed commw4s
.. x

lfin ilt-[etter pleas'send ar.
CER"nFIEWNWIL
,RTR -Q _-Wqll�RMIMSTEVI
, �RN
...............
Date: for`; t 2 Z IT'D IR
RECEIVED
,201a
COUNTY
'ONING
as mas
odid you HAVE objectio
ns ions twthisproposal, please sendyour written comments to
C2 AMA L aW -,'P-6 r M it UMior
New Hanover -County inspections Department
�filh­ D-d"j-6h
, 230
�,,: Zoning -;- Mp - �, , ­
230-MarkeLP-Jace Drive, Sutter. 110
Wilmingto,r, Nor.ftCarolina 20,493�
Comments wiWbe. - -con sidere ua un limthe ttr ai I
Sincerely,
- rhi o na t o' t h'a- o ro I a c.1, a s, 6 f ma, rnnoswid 1:b2va_N0-nbkaL

p,ARAMOUNTE
E. N O I N E @ R 1 N O 1 N C
lu.7ll�rM
tiats� Novemberii, 2019
To: Mr. Lee Pair, Bib Clark Homes
FIE: 8437 Bald Eagle Lane, New Hanover County
From: J. Brarrh Srr ln. PE. Psramourts _rg resring. Inc.
4P P--7-�7
RECEIVED
NOV
I"W H'HOVER COUNTY
^'LANiVING & ZONING
'i've understand 511 Clark Hor:es is constructing a single-family residence at M37 flak! Eagle Lane, Wilmington, NC
28411 in the County of New Hanover mere defined as Lot 21 of Porters Neck Plantation Section E and County Parcel
#R03712-0C2-132v-0UG. Tne :rope".,y is C.59 so+( according to the survey map by Atlantic Coast Surveying, Mites
Moul iii. dated i 1 -Ig,
This oroperty's subie.^t whe 57S-R Coastal Area Management Area (CAMA) Area of Environmental Concern (AEC).
Der iaA `CAC 07 i.0209'Coasta; Shoreline Rules`. part of the larger CAMA Rules in the State of NC, there is a
section on Oulzand;ne Reams".-:"ietets (17U) in the AEC Brea, This property drains into those ORW waters since
this ponor: of tFe 'r:treoosste 'Naterway 3 classified as SA:ORW. SA means tidal saftwater5 used for oommercial
4^ei f9t r,. 'he� -fwer tr,.:s pn:prrty is subject to theses rules, .U2C9(f), where It states: Within the AEG for estuarine
anti p bi;o �^.181 atomines .sort?; uc•us to Ivaters classified as OR'W by the EMC, all development projects, proposals,
aid desyns she.+; Ir f;' tte &4t upon area in the AEC to no more than 25 percent or any laver ells specific
oerce,-daye as 6,1•-xted by the EVC as necessary to protect the exceptional water quality and outstanding resource
44.-w cf ;ha ORV'J.. arc' ahai'* {A/ provide a buffer zone of at least 30 feet from the normal high water Are or normal
watarl na; and !8; oiher vise be .or:a stem with the use standards set out in Paragraph (d) of this Rule.
In order to Drive the (bulit-upon area or imperious) is less than 25%, we have been asked to justify the use of
per.4.063 pavement on the driveways and sidewalks. We have been provided a soils report in the driveway: and have
evalsated the lar:Joular peer .sab;e pavement product The Techo-Bloc BLU 80mm product has an infiltration rate of
570 Irwhr ex--eedi r the .rim. 50 ;n.hr Der State Svmwater rules, and the paver design will be at least 24' above the
S-H44r; 0tn a sobgrsde :1it"3LiD^ rate cf 1 6.85 irpbr • which aso exceeds the State Stormwater rules.
Based an t"Ps t*�grnation,'Ns product meet3 the defnitror: of a pwAouis surface in order to meet the 25% impervious
limit in the ORW watershed.
Attachments,
• EIS Rrrcr149 -1C£3:"
Techo-Bloc Spec Sheet
• S!'rVai `, I
RECEIVED
NOV 2 2 2019
DCM WILMINGTON, NC
��\\\I III/////
o r�s SR ti1.y
:4 SEAL
Y 034354 ; r
/l' 2/' / T

ECS SOUT11 EAST, LLP setting the 4o: s�::c_-
GeotechniCal • L-a s -_�_?, - TME!te,;als Environmental • Facilities
Mr. Lee Pair
Bill Ciark Homes
127 Rad ne Drive
Wilmington, North Carojina 28403
November 21, 2019
�4'-FEIVEU
Reference: Report of Seasonal High Water Table Estimation and Infiltration Testing ,
&a3 % Bead ll Lane
diimingt�a, New Hanover County. North Carolina
ECS project -No. 49.10630 NEW HArIOV=R COi1NTy
Deer Air. Pair
PLANNING & ZONING
ECS Southeest, LLP (ECS) recently conducted a seasonal high water table (SHWT) estimation
and infiltration testing within the stormwater control measure (SCM) area(s) at 6437 Bald Eagle
Lane in Wilmington, New Hanover County, North Carolina. This ietter, with attachments, is the
repot of our testing.
Field Testing
On Noverber 21, 2019, ECS conducted an exploration of the subsurface soil and groundwater
conditions. ir, 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 'n order -,o ^etemnine the boring location. The purpose of this exploration was to
cbtain subsurfn_oe lnformat•on 7 the in situ soils for '.he SCM area(s). ECS explored the
subsurface soli anc groundwater conditions by advancing one hand auger boring into the
existing ground surjece at each or the requested boring location. ECS visually classified the
subsurfa:e soils and obtained representative samples of each soil type encountered. ECS also
recorded the 5i•MJT and groundwater elevation observed at the Ume or the hand auger boring.
The attached Infiltratior Testing Form provides a summary of the subsurface conditions
encountered at th6 hand auger boring iodation
The SHWT and groundwater elevation was estimated at the boring location below the existing
grade elevation.. A sur*imery of the findings are as follows:
_Location SHWT Groundwater
90 inches 100 •inches
ECS has conducted an infwiretion. "test u,iiizing a compact constant head permeameter near the
^.and auger borings in order to estimate the infiltration rate for the subsurface soils. infiltration
:gists are typloalty cond, ed at two fset aoove the SHWT or in the most restrictive soil horizon.
TKs 'as! Wes conducted at 18 inches below the existing grade elevation to represent the
subgrade scfs in the proposed pervious pavement area. Tests in clayey conditions are
conducted `or duratior:s of up to 30 mirutes. If a more precise hydraulic conductivity value is
css'red fcr tr..ese iocaticns, then ECS recommends collecting samples by advancing Shelby
tubes and perfom-dng laboratory permeability testing.
RECEIVED
Nov 2 2 2019
r.,, 'L,..w n}p:.'LL': c:`•,�J::.c+�G.:. :a... .:J.: cG`:t:;a _LS Y.
&A W11-04G't`ON F4'C

Report o!Stiit : Est., 'an aid irffltrat:on T"Ung
6437 8a,'d Eagia Lan6
i�/11m+rg'.on. Nciv yam rer Couniy: North Caroline
ECS Protect No. 49.'^E30
R'ovwroer27, 2012
Feld Test Resuits
6elc:v is a summary of the infiltration test results:
REGEIVED
IYuY L
tCOUNTY
ZONING
1 1 Tan fine SAND 18 inches 16.85
Infiltration roses and SKIa may very within the proposed site due to changes in elevation, soil
dass"?cadon and subsurface conditions.
Closure
ECS's analysis of the site has been based on our understanding of the site, the project
informal+on provide tc us, and the data obtained during our exploration. tf the project
?nformat'on pro iaed to us is Changed, please contact us so that our recommendations can be
r6vie,tied and apprc.-flate revisions provided, if necessary. The discovery of any site or
3JbSUrfaC9 Conditions during constructior which deviate from the data outlined In this
exploraticr, shcLiid be reported 10 us for our review, analysis and revision of our
recommendations; ;f necessary. The assessment of site environmental conditions for the
oreserce of poilutants In ;^e soil and groundwater of the site is beyond the scope of this
geotechnicei e;tplor?iion.
ECS appreciates ;he opportunity to provide our services to you on this project. tf you have any
c, esticns xmcernlrc this report cr this project. please contact us.
Respectfully,.
ECS SOUTHEAST, LLP
K. Brooks Wall
Project Manager
bwail _ecslimited.com
910-686-9114
Attachments: Figure 1 -Boring Location Plan
infltraticn Tesiing Form
>,2BA Dcvxment
W. Brandon Fulton, PSC,rPWS, LSS
Environmental Department Manager
bfu Iton(aecslimited.com
704-525-5152
RECEIVED
NOV 2 2 2019
DCM WILMINGTON, NC

-*,c--7T
Infiltration Testing Form
8437 Bald Eagle Lane
Wilmington, New Hanover County, North Carolina
ECS Project No. 49.10630
November21, 2019 RECEIVED
Location Depth USCS Soil Description
P. 0-48" SP Tan fine SAND
48%80" SM Brown fine SAND w/ silt
80%100" SP Tan fine SAND NEW HANOVER COUNTY
LANNING & ZONING
Seasonal High Water 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
Infiltration Rate: 16,85 inches per hour
RECEIVED
NOV 2 2 2019
DCM WILMINGTON, NC

Geolechnimce1mbilineeping Repopt —;
The Geoprofessional Business Association (GBA)
has prepared this advisory to help you — assumedly
a client representative — interpret and apply this
geotechnical-engineering report as effectively
as possible. In that way, clients can benefit from
a lowered exposure to the subsurface problems
that, for decades, have been a principal cause of
construction delays, cost overruns, claims, and
disputes. If you have questions or want more
information about any of the Issues discussed below,
contact your GBA-member geotechnical engineer.
Active involvement in the Geoprofessional Business
Association exposes geotechnical engineers to a
wide array of risk -confrontation techniques that can
be of genuine benefit for everyone Involved with a
construction project.
Geotechnical-Engineering Services Are Pedl srmepd for
Specific Purisosrs, Persons, and Projetits
toxhn�a{ engine rt stra-Reri clselr scnicas ✓• etasthe soe: ac
rredroflbev lteuita.:;�a•xxs+ri.•sl-=nyH::estxgstudvric*.±ctts
Per r. given Lii mainextr 4i cis: i W! y meet t : i:G•d-< of u civil•
Irks ortnr x:o ore sc s•�tlierent- .:± eng±seez. Sxliusex,^
=e.LtthNca:-mg!nee:'sg o�sd; n tr,:gr:, ee:h �;e:.etrr±�s
y,+tee:ing r.,r�rt ♦a unigiu, ptr�:rdl .•!r .tot ti:e ee".t.'Inou i.Nr
i.y Oe.r z[W:rSI'!fltR!-e.'};iNe%rtsd ref.{ tmirn: r.' jo- a a*i�e.trtt!r'a+t:
:An b3 tlric:tu• nth7ea �!9 9na G:eep! ixJ'.Z:1! c):eni y: r.En±eilvrs
#ur:.id nhi au 1!a gem'^,nice? •�i*.aitf-a:erem •�yttisx:t :irt
•:.wfr[ring wi:•: the See =unnrc ssginr:r � i•:a ;repsred t,. srni.a une
- :el esss,•ar- i:u:aa,}sa, r)il: nssrr €a a y fs:•ras ar p• ,en rxtp!
rha n-:e nrlgr4aliL'Utirts„tlNJxtd •
Reed this Report in Fisl!
_usdy dNt s: hive o:ru red beeers +:taa r l Aug at a grotzc itsl-
m4ti'eer9rg riron did not tee,: is in ib etri!nr.i: Co rat ^tar sin a:
•sx.a!i:; ranmarr. Da stet tend psi erces c:im�t:=sr..!v. ina: t'it: rewrr
You Need to fnfoem Your Gne)Whmcal Eingineer
about Change
=svr gatisdnrtrst engineer ca:wAarei cn:q a, prcrjat-npeaEc %:rcrers
+�hct xis.lidne:r; :%tc ttcilybeht;ru dosrep--,t N,d 3eveiOki tha
o-.ttS!:r:trti:.a ieyerd.-'t:amm:aria[ISMthacorWc l..klet,
else dk fr gw.d1., tti<-Otivti, t_ev.-lehedak. an:1
li.'>-niar. tcleaC', 'Intri kt;
rJsc• genre! n,:cdra -if the vr:Uec-a invbvd, i:s i sv,
i,atM1!yacant+t. F.:d irtr+tn'tl;altJe:CtNi.;
rbr..rri.Se lurch tnrstinn anituriarxztivu nit the ii:c; and
• :stitct plvt(Ied or atlz :ng s^:ir Imp:ave::cntz, ;uch at
reLrSx!rg WON. rc:w» :Jain, led1111-5 l::». ant:
urdrxgrrad uti!tites
'MriL�d change tnat cuald emede the rehaklity of this report Include
those drat aflia.
• tilc xi `s Size Qr SKIpe:
• the runctiun nfthe proposed structure, a.; when it's
chnagid fr:nt a puricng garege to an officrbididing, or
nmin a!*.t-!ndustr,ul phait to a r.-friga-eted n orehoasr,
• the tioLution, ci figuretfon, la:ation, orientation, or
at!#': of tpt pnposed,tructisret
• the :ompo faun of the design :aern; or
. pro, -act owncrshlp.
t_t a geomii role, ,:Iswjt inform your georecbricsl anghieer of pruject
chanj," - m . minor ones - and request an assessment cd t::el.•
:r?pset.r4—bletr who prepared :i:i: nprr:::.rro: a:rpi
rpsrsih@L• rr?iobt!?!t;uprobeurrrhaiarise
brcaasr;hrgexr9n cn?
rnginfez wai rnr mfn-wire ahvia 4,n doprnerb the engirtmr odirmise
tteto Rotiourr may Nat Be Reliable
Dv rut ;.),- Dn cii;r reyor!%yaur geotechn:eai engineer pnV.rtu it:
Sat Id Ifferept chenC
inr a •!$event pvu)eck
fur a C?ffetrat t to ;thai mayor tmv not;ncfidr all o- a
pormil of the nrigtnal dtel± or
before impatW:tt rsrnts occurred at the site or adja:ent
to it: e.g., tnan-made eralag; like cun:trwtion or
enirnamental mredlation, or nshual timili like floods,
irauglits, earthgteeke-;, or groundwater 9unuatiorm
ton, :.ha[ is cculld he uriwlse to rely or. a gir.:tehnical-er g;.netriag
rer et %*rot r Iabih:7 may have been erected Ily the passage of time,
ostiause o: lncrors like chanced subsurface conditio" new• or modifieti
:odes, e:an:lards, tic ttgalations; or new techniques or tools. #ivur
60CA1,101er ANehas oar tndi.vteiion apply-iiy'da#or, the epvt.
eak wim:: shoaid 1,e and. in general. if ew are rip least bit uncertain
t:bcat the continued reiiabfllty of this =port, contact Ninur geotechn;eal
r..atprer before applving 1t, A mtnur urnuunt of addidunpi testing or
eca:-mil - .!anr is required at al±- could present major problems.
Most of t4rw. "i-iod(rigs' Relates in Thita ReElva Are,
Ptmfeusionsi Opinicws
Urcble cornruc•:ioa i falls, geotechnical englneers explore a elate
vtniurike • ihr;,ugh rarlcM sarnplirg and tesdag pro:e.?ures
Greta: ni.ai Curl ,errs n:,: pnsarve ds'hrp) sNlunrface cora1iors milj• at
owe "p is /p:nd,•ss whcri snr)ipdng and texhN ; were performed. i he
&a%.k?iv„ j front that a:mplins and te.tbtg u'M re%-1 v ed be mu.
gcatec:ad. ! ueYfneer, ;ebo then applied proiessiondi judgment if.
torte opirtros a!•aal sul%urface conditions througl:nut the site. Actual
iitr dd;-sernurfue ciinditions lady ditTer - mavhe• signifiiant}r - from
:ins, at l =zii, I this report. Confront chit rink Its retallAng your
geuhc}tu:cal e:tgtnerf to serve on the derigrt Leant QFp>� gg1�t ID,
: rrai•'Llifli,ti. the imftrdual.an proslde infxtne MIS .e quickly,
when:'er reed d.
NOV 2 2 2019
DCM WILMINGTON, NC

This Rsptzrt's Rrecn.tvrr andalitins Arbi
C ti e s li r m a ti t�tt . f �!e pen des n t
il+s ce:ea..--one!rr.?ulcdec In _hils =art - acac'ng rr•,p opt-1 sax
a: ularrnete-.¢i - ere xn§.. �aa;on.-6esandant. ;n other words, •r;ev ar.
na:its:, btmate to gwtraaical engias.: wh,. avmvpm ti theraked
or. Judgment and ul'x.Etm to do :c. Your geo:e:-hnia•1 engineer
:pa Enthz&fnarecemmndxrwn4 :jaSsesbssnlagec.'xulvbsrnfacz
m+tift'cv; revcale:i L'urng.:cna^u: :or.. IftL-vaih a w:iw-: vow
rea{3ti:alb e.nw.cieC C'm-A -A .a: tee:anCEt t ninitu .ed to -zxt
=t'Ja!iv do . :Ai be. Elf d apR:, Asf rrm"'Irt
sty :the, 4=rgi' odW Ocraro .7r - isms^-Ch!ky4'A+v':nnc•'rvlil U+eedleSi
drr avatar: aM:-01ran:,nr r a sfcfl r. o* l:au lc- iur : xitrnr:atsn-
dtott::isrt«„rrrerrdc;iavti}sin:!!%nut, dwe?t.Lrs'er V; hsrm
tontrsr-wrt bar:ch's: �.
rylf¢ 6ieprxt (:aul4 Bat Mi ;it tr tpecfasl
Cdtrr dsrtg:r r:rsst;._ar: c+;s!�t>ro•atet;u, �:'yacx rkrd-
lmgtnesrna nepr rc:. iss ruulud in madv vo a blar„s. Coetynift teat, risk
by h5":ng it ;r fs-;%.-.'ustm wtv'eer verve ra:: ~'l t me climber of ti-e
dt.:lcn te-a21, t
• canferxtheri:arcasivaew-tvie:—.ben'
hdp dt••etop �raiaclr-t: _
• '. crfe••J_!^neat slarritmrf:I.latr ae:t$n t^J!!•rill`_
plank sad and
be oa hand q.�:Y v.aaYrtr gaste?tte:d-ca3iarer:.ng
_sdnncr is naeitd.
Yoe hattid Mica MA&ord this:tal= otcoastr—cors mirintaip^tting titit
rmwe. tMu :t-• hr rse:trlogdads- Foru:hn!cri Ntyr,Ker m participate Ln
,-%+id and GY•'ares!ruz;:an et+n!'er`actx Ind ra parfo: et c.on;!ncrhr
aiiterrathvi.
Ginn Coristtuiitws. a P.ompleta Rr4wirt and Gcridanop
snnit otrn!-, aAd a•s+g'r. pti ss;.on_ s :nWaieti,: br:rro B:e+• era shIil
un-n-1c!pated•sublurfate-:anktl.Yts liti 111ry r3:.nttray..on byimitinl
the ntfus-axta^. %n-W rd:.s I'm : temeatle n. To :,e p pe-".::iI
rite xad.-, :an2atinuu ;:rtxvlc.,;. rhL r.e:ticaY.s; cau:ai, lncisde tbt
caaplare gs.^4::+^.tsx-sari.^.erring tailor..11ongvi'h uy attamrrer"s
rI fppsnOcn, %1:h iq+ tr eon_Yr. ilcz_mevrs' ?sea bi c rtrdn :a rote
at,: _:±.m!ra-•l: dim;mat•z %rtiu;ie;i tits ,!minx f i iv,/an.vario,rtt
,rsepurae vrdy. Tc <•,�t;i sndrtmdtrs:st:d_:g, .0 rnv,ds:• tnu+t :o :,o+.f
!hat `in6:.rntztrosal Firlsosef' in.'mL :..^atra_f or•, bNt nc right :o fiv
sot list ictetn"vorlom,uoi: sr: a:te:o:smendatiom!::
du :•sat. bat thri mriv rN. an the faunal dam r 11M ra the specific
tint:• h+•c:alcm.end der veivsd.•:nrefererccd. beM!mr,that
:rolilt'a bni knirw 01vmay lest YCvv! epeti9i Prei[t'.
indudWit Wtiost se4acx4 from the mpor:, air 3 aim Me daian
dray ft,, aci,(vv:tfi•:o+sre<-. T.t:~ef::d CP. na«xc✓%, ti:vt :ne+; may
1
PUNTM their own studies of they xsnt ta, and besum It, allow enough
time to permit them to An so. Only then might you be In a position
to gi:r eonsiructars 6te information available w you, while requiring
them cc at iraat share some of the financial responsibilities stemming
fmcn unanticipated conditimt. Conducting prebid and preconstructim
umfertinces can ally be valuable in this respect.
Read R.espovtc btlity Provie.iorIS 0064x4*t
S me cuent repmtactatirrs, design piofeasiooals, and constructors do
not raidse that gectechntcal engineering is far less emct titan a'ber
mv�r:nee .rip dt•cipimes.'Ihat lack of uniicntandtng ha• ,n:rhircl
uv vza ist'.c expeclsuuru :hat have mulled in disappointments, delays,
curt overruns, claims, .rd disputes. To confront that risk geotc:hnical
tin, jntrs ccmmnnlc i:o_lude explanatory provisions in their report.
Same:r•esiabeltrd'imiatiunt; msm; Indicate
wbem _eorechnierd cagina<rs rcspvnaiF'rdtfss begin and end: to hdp
�t:hers rs.n;.iss itttit' own responsibilities and :1w. Raved :here
prawmcrs dxei:. Ask gnvtionx. Ya.r geotechriical engirirer should
r::sponel fuiiv end Frsatly.
Cscacterinisimenrlat Comex mm Arn: Not Cavtttvd
'i!'e perxartaet, ecoipment, and techniques rased to perform a.
tali^t.•-mail shudv - e.g., i. `phwe-ens" or'phae-two' envir:.nmerr,:.';
Arc as:esrert - drlier sigh Fvvaly fmm those used to pcc`orni
s grot.:c+edu:i-erg:r,-era.g stucly. Fo:'tbat rewm, s M,zechnicai-
eme, nex4ni; rtpr,rl does not :'.mally relate any enviromneatai Findings,
¢:r:dusiors. or reconmrsda:ions: e.g.. abo.0 the Lk-Umd of
en:,tutitering i:nderground.mmge ranks or regulated ronlaminantr.
r,�r;; ::pwtzr rubrtrrk:cs snviromnritai probiams have led n prq!s:t
:ib:ru. rf>•ac air riot ve! oi+talned your owns a•,rn`1ron:nenta:
:niorntaticn, ail. ; War stelechnical consultant far :'tit-maeegemrnt
guidance. .As a general rule. via not rzb- on an euvimutrental "per:
prtparai for a di&mijr ahem, tire, of project. at (hat u more rims: its
near ;u rid.
ObtAio PttttF11001tal A5001ittartr:e tie Deal with (400414'P
infUtzetanrl Bond Maid
4'r.H.e .:,n-geatchincal tall nee r mayha.%- addnssad g.oundxatet,
x,mx L•vl!rr:nvn, or:dmdar issues In !his report, none of the engineer's
seMces wort designed, conducted, or intended to prevent oncnntrdled
migm!on of moislure - including water wpoe - Frain the soil through
ba:Adtng clubs and v.-alls ar.d into the betiding interior, where it can
cease in -ill growth and matsrel-performance deficiencies. Acconhngly,
proper hoplementation of tht goarchnical engineer's rzrcnnraendativns
wilt not oj'ite-elfbe su ident topnrartmoisture bofdhation.Confront
:r:risk:rfmoishir:nS!hatiun by Includingii"dint-im rape or mold
tpecicliels on the deaigr. -eam. CeorfAnieal engimeri art nor building-
vmiope or could specialist.
GEOPROFESSIONAL
BUSINESS:
SEA ASSOCIATION
ielepnrmet 3011563-Z33
e-!iaa!Y !C!OQgiGJ::rit!a��.^.al.1Jrf� Wt:'W,'�COI7f(IfastiiJrlIIl.gCg
t
NEW A NNVER -AECEIVED
NOV 2 2 2019
DCM WILMINGTON,
f:nt"+l�';to:a ip• GnagraAfwc ixc-s-,t !. arfzdr..'tad1:. S.yPez!w:, radar-•.`ttpr. urrnplw•. at, inn daeinnrM. .n wLok w �n pArt,>7 siiry mew whpwtixr. ! dr¢tlr
:eaadw-1, swat W. 3tine:pe:i:e+l:'vs-peg-.tnYa 6zu as;oXani,v:rFr-rem!cnnpvatLns rears ih'4J-amrra is pmirikd M'y wlti: ifu exp:au wrinrn pemw=
e>^:A i. ri[ nnh (r. y,� j,e•a+k .CVAe•i+tr!t •!a m ">-'ft ee,.iea l,e:i -�wtwt nfCS'. �iy ar: i,•:. Cvument «iriw«,Lt�a.. r rompl<rient eo « u xn e�emmi <de rep•.m ar.rr
i,!rt a.!::: rlkr e..i•..{r!>tt.3r.;.etY.hsr M::)ILa:ta•aat-aitcSnaertt'_Y.kw:brm:a GB�mnnhee taeid �e rumminina�•sifsen;

5.TECHO-BLOC SEGMENTAL
PERMEABLE PAVEMENT SYSTEMS
TECHO-BLOC permeable pavements are an alternative to traditional impervious cover. They reduce stormwater runoff to sewerfyatlmrrC p"ompting T7. D
water detention and infiltration. They area ne"ive way to control stormwater at source on residential, commercial and Industrial lots. They can
Sim of vacant lots being developed in an existing urbanized sector.
The segmto Vy cerrteaNA �avernen: s -tarn !s the type that has been -fie most riccesfuI among the various types of perrnaable paving available
^4ry.!t c'an be Lied a:t_'crxri;Rly rn a vowr{!Imzti and :e:est prone tc clogging compared to perviou a concrete w porous asphalt.
-_,wCt Yoavea erd e!sbs eec_r%:h#rc-quirments d'ASTM 17956. C$A A23: 2 arse CSt A23.t. I;tamards. N._':'v r-,A OVER COUNTY
PLANNING & ZONING
Comprusivastrongth
Rtcstznsa rn i-sizing and thamni
tCKalatttaiptien
rl: as i*:tG!! al'D!HaPtaS
Modulusofrupturs
pssistanca rofreezing and thawing
Lott of Teat aftar28 rytles
Low of -rasa after Le cycies
Lergm anti x`=dtn
Height
Less of mass alter 28 ryelts
Lon *!moss ahat'* cycles
111(loopsi t55 Mpg) ruin.
223 9W
' SxVe
Mu.5%
L
z 31mm)
7-
L psi [r- S MPa]
122S elms
i'vi
9
I
ILano I WW*.0.04 In. trl mum] to•0.08 is maril- i
Ueitg uo to and lndudt11124 In. IE10 mml
ThithritC.L2In. 13murb
4 Length & Width; 406 in. [LS mml to 4912 [3 mmj
Yaa1r•Yb'iair. ti7C mmt ___.._._.__—.�_'.--_—_._
Thicknesst0121n_[7mm; ___.-... _...J
Wsma6F _^ �'>a. ;2 mml C?.Snynn oILT.TS in. [+,70 m!rl; and toss
1 =0 i2:^.:a n+n! ymrnt✓Y.gyer!7 7S+n. {450 mmj i
no s pntr+ri!h ra obst4des, vrei4wa, ss> .yid nri i b-i; uy gens z4ow!ng the oucagt o! e;phere grecer than 1,2' i13 mm) m diameter The open;ngs
of rate z'str si^_ne end thus rrrrphr wfd: 4DA itandoid fv Access;me Design.
AMT11W
tellable •."aNFt+l.
M,ttl9
99r 31n./hr aS227 mnVbr!
j -z+
.Oat. i ..nw fhiri
H
r
WKN
S:'b: '{L3ntm) — _
08,189
83TIn./hrt21267mm/lid
V.147A RANDOM°_ _
i.3 io i �,' (4 mrn) to+.' (14 mnit ---
49
610 in.,iV U5 So5 rnny'hr;
?UFEr
sA as —� I• '(LC mm)
s9
726injhrV8440mnVhr)
_ bALFT __
5.345` "17 corn)
s9 '
com
to e
bl:TOmlFkl60 ream'
�
9.3%=`i"Mm; _{
f-
rig909
in.rhr(230d5 mMhd
YILUNAOt
8.0% 1 0i3mm;CaN" Smrn)
N I
6961c./!v(72BOmnyltrj
3Lu 60 mm
3.C.% V?T mmj
b l
570 fnjhr Y4475 mnfhr) _.
. uyc-.rr..z.nr•,.:Y•rareaaM,.::r.M^.ncr.!:.r+er•;-:i^LL"°::d`is?o
RECEIVED
�=:ar•:rt`ru•..nt-a•SlY'>' P.vaettt Px: v::n3..^vTj!o-r.eutr.TY.'a'.T^!::'M1i
NOV 2 2 2019
DCM WILMINGTON, NC

R
I
zonw
230:Govern7e"n -Drive, SufWI10
Iiiiii6m-'- KC 284Q3
NEV p
ZONIN
;DearMm.PatnW;
JOeme-see-16-endosed-appliddomfor-
-aLAMA -permit (would Awwtow—
ft.-)41' ��avejnorveyorN­I-.t ddf the
A"J-1 -tho " - - - I
propeWat, 9-437-Said. 6&Iarw� Wihnington;,-�NC;-�orf.which�f:[tM-- - d'f'-
I #I propose
I
I 'hwd did th-d4dod:tM "Oil -1000� f0l * application, a(mm VOW approval; from the
-,ProPedv owners-onl.efther-side°af my -lot 'Pleme-latmerknow--If-you have--addrdwjgj:-WdiddiW6, I can lie
rea -N—
phdh4 g-3afi-21-243:63, or by im—glai-dharnsg�ggenw4A.-net
Sincerely,
Don Harris
'm
LIJ

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INDR, 3W4 CNpDES N WAIDIX ( W1
REARE 29
I -HEATHY CERl1EY TDPILLWRK-HONES �WkiCIdi{LLCTHAT
THE MD0RDED PXM`&IRWOGM HOUSE F0ffMt.'AM0 MAY
nNE ALDT.VLA*.WAS :PREPAW LINUM wammusm!
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VIiTGIS 111.E nV/cv. .. — .�
5.. 1HTS ARE U4 SURVEY FEET UNXW OTHERWISE NOTED. 'WAD
6. AREA ,.By COORDINA7E GEOMETRY
7 :NO GRID MONIVAOM FOUND MINN. 2000' OF 37E LOT 21
IL - THIS SURVEY" PERFORMED AND MAP PREPARED YNTNOUT _ ER
29,967E Sq. Ft
Welt OF A 7171.E REPORT., THIS SURVEY SUBLECT TO ANY
FACTS AND EAS MEN7S WHICH MAY BE DISaOSED BY A FULL
AM ACCURATE TITLE SEARCH. N 37*41'29'
9 FLOOD NOTE AS DETERAgAtED 8Y GRAPMC PLOTMA TH1S� 29.9T
PROPERTY DOTES NOT APPEAR TO BE'LOCA7E0 IN A SPECIAL O0
FLOOD HAZARD ZONE PER FFJ41A .FLOOD INSURANCE RATE MAP EAGLES RIDGE AT ER
PORTERS NECK PLANTATKWI N 52 2O'00' W . 299.66'
#3720l3'1790itat� EFFECTIVE DATE: 8/28/2014 LOT .14R
10. COUNTY PARCEL OMM2-002 020=00a MAP BOOK 37. PACE 89
11. PARCEL. ADDRESS- 8437 BALD EAGLE LANE 575 CAMA AEC
WIL16NG1ON. NC 28411 ROBERT 7w 576 FROM THE �fLKHEAD oRti1a
12 TOTAL SITE AREA: 29.967E SQUARE FEET (6,69t AMS). GA7EW00D .R. TRUST F
11 MAP & DEED .REFERENCES PER THE -NEW HANOVER COUNTY DEED BOOK 5287.
REGISTRY. MAP BOOK 6. PAGE 1 HEREON) MAP BOP � PORTERS. NECK PLANT
DEED BQOK 460Z'PAGE 41 .. PAGE 610
y LOT 2O.W - SEC
TKIN
(AND .OTHERS SHOWN 5. 'PAGE
14. BI111DI o SETBACKS PER NEW HANOVER COUNTY ZONING:
CHMM
nw. 30'
E1R DEED ~- 1 BOOK M.
P AaG
SIDE: 15'-
9
READ 25'
I HEREBY CERTIFY TO BILL -CLAAK HOMES OF, WILMINGTON, LLC THAT .. "f '
TIt7S PLOT PLAN EXHIBiLJS. A TRITE AND .ACCURATE REPtRESEN TATION, S:Z?: �.
OF THE RECORDED PARCEL E"PROPOSER"HOUSE FOOTPRINT, AND THAN
THE PLOT PLAN WAS PREPARED UNDER W-ISUPERSIOy. - .
oe
o
.lr, �
PROPOSED IMPERVIOUS DATA
BUILD= HEATED: 4= Sq. Ft
..BUM lA1W IM (FRANT POIW TERRACES
AND PORW STEPS) . 712 Sq. Ft.
70TAL' Sq. FL
LOT COMAGE 1&2 X
AREA OF PROPERTY INM AEC::
tAfPERVIOUS AREA PBMM. "WlMN AEG`
PROPOSED AB'E wow AREA NFM AEC:
C nN
1 inch