20041815 Ver 1_COMPLETE FILE_20041109

a
TO:
M
John Dorney
Regional Contact:' J. Steenhuis
Non-Discharge Branch WQ Supervisor: R_ Shiver
Date:
SUB E T WETLAND STAFF REPORT AND RECOMMENDATIONS
Fa0i Ity Name Mandahy Bay, 1:LC? County Pender
Project, Number 04 1815 County2
Recvd From DCINI Region N`'ilmin ton
Rece?v?d Date 11/9/04 Recvd By Region
Pro ec Type residential S/D
i
Certl Cates'
te$ Stream
Permit' Wetland' Wetland Wetland Stream Class Acres Feet
Type (Type Impact Score Index Prim. Supp. Basin Req. Req.
7% F I I()\\' U.b2-t. F__
nizigOL19n II Wetland 1
MitigationType Type Acres Feet

Is We

Is Miti
Provi

Com ;a

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I d Rati

ion re
by IR

ntS: g Sheet Attached? Y O N D'id you request more info? O Y ON
Have Project Changes/Conditions Been piscussed With Applicant? O Y 0 N
uired? Q Y O N Repommendation: OQ Issue O Issue/Cond O Deny
'gion: Latitude (ddmmss) Longitude (ddmmss)
i

i

cc: R egion

entral office
Page Number 1
ffice
Facility Name Mandaly Bay-, LLC County Pender
Project Number 04 1815 Regional Contact: J. Steenhuis
Date:
Comments (continued from page 1):
ca Roglonal office Page Number `2
Central Office
t
Express Permit
Not ember S, 2004
m
MEMORANDUM: F' •O?S 15 D
NOV 0 9 'IT04
TO John R. Dorney
Environmental Biological Supervisor DENP,
Division of Water Quality WI:m.ANw,? zvvAiLR BRANCH
1R M: Jason Dail, DCM Express Permit Coordinator
SUBJECT: CAMA/DREDGE & tILL Permit Application Review
Ap licant: Mandaly Bay, LLC
Pro' ect Location: Off NC Highway 210,1 adjacent to Banks Channel and Stump Sound, in Surf City,
Petder Co.
Pros psed Project: The applicant proposes to develop a nineteen (19) lot residential subdivision
ingluding: nineteen (1'9) units, access drive, utilities, retaining wall and swimming
pool.
Please indicate below your agency's position, or viewpoint on the proposed project and return this form
by November 30, 2004. If you have any questions regarding the proposed project, please contact Jason
Dai at [phone]. When appropriate, in-depth comments with supporting data is requested.
i
KDENR
North Carolina Department of Environment and Natural Resources
Division of Poastai Management
Michael F. Easley, Governor Charles S. Jones, Director William G. Ross Jr., Secretary
Y:
$I NEI)
This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
T is agency approv s of the project only if the recommended changes are
incorporated.. See'atta hed.
This agency objects to the project for reasons described in the attached comments.
DATE
127 Cardinal Drive Ext., Wilmington, North Carolina.. 28405-3845
Phone: [phone] FAX: 910-3?0-20041 Internet www.nocoastalmanagement.net
An Equal Opportunity 1 Affirmative Action) Employer - 50% Recycled 110% Post Consumer Paper
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DMSION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. AP
2. LO
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3. i' INI
4. IN'
5. ! PR
6. SI1
(A)
7.
'S NAME: Mandaly Bay, LLC c/o Jerry Brewer for Mandaly Bay Condos/Duplex
TION OF PROJECT SITE: Off NC Highway 210, adjacent to Banks Channel and Stump Sound, in Surf
ender County.
tolIndex - 2000: 25-331; N-0, 9,10 1995: 25-314, N,O, 4,5 1989: 4-173-12, H,I, 16,17
e lane Coordinates - X': 744512 Y: 77025 Rover File: 0-082715A
CAMA
DURE: Dates of Site Visit - 10/28/04
Was Applicant Present - No agent
,M Application Received - 9/17/04, completed 11/3/2004
Office - Wilmington
(B)
(C)
(E)'
(F)
(G)
(A) Vege tated Wetlands
I ' Coa stal
(' Non- egetated Wetlands
( ) Othe - High ground Grade 1.4 acres
(60,984 sq. ft.)
8.
(D) Total Area Disturbed: 60,984 sq. ft. (1.4 acres)
(E) Primary Nursery Area: Yes
(F) Water Classification: SA Open:: Yes
PROJECT SUMMA RY: The applicant proposes to develop a nineteen (19) lot residential subdivision including:
ninetej n (19) units, access drive, utilities, retaining wall and swimming pool.
wal Land Use Plan - Town of Surf City '
ind Classification From LUP - Developed
EC(s) Involved: ES
ater Dependent: No
tended Use: Residential/Commercial
astewater Treatment: Existing - None
Planned - Municipal sewer
(pe of Structures: Existing - None !,
Planned - Nineteen (19) town homes, access drive, retaining wall, swimming pool
and pool house.'
itimated Rate of Erosion: N/A
15
rrdM? `
1T ''DESCRIPTION# [AREA] 1
REDGED FILLED OTHER
Jerry Brewer for Mandaly Bay, LLC
Page Two
9. PROJECT DESCRIPTION:
John Pierce with John Pierce and Associates, P.A., on behalf of M. andaly Bay, LLC, has requested that the attached
application be processed under the Express Permit Review Pilot Program.
The applicant's project is located along N.C. State Highway 210, app oximately 1.4 miles north of the intersection of N.C.
Hwy 50 and N.C. Hwy 210, adjacent to Stump Sound, in Surf City, P ender County. To find the property, take Highway 17
North from Wilmington and turn right on N.C. State Highway 50 (approximately 30 miles from Wilmington). Head east on
Hwy 50 and turn left onto Hwy 210 at the intersection of Hwy 210 an Hwy 50. The property is located on the western side
of Hwy 210, approximately 1.4 miles from the intersection of Hwy 10 and Hwy 50.
The applicant has submitted an Express CAMA Permit Application
tract located between Highway 210 and the AIWW, adjacent to Stu
mostly cleared of vegetation, however, several scattered patches of
property. The site is relatively flat and maintains an elevation of 4.0'
small stands of Southern Wax Myrtle (Merica cerifera), Yaupon' (M
exist on water ward side of the site, bordering Stump Sound. The pr
along Stump Sound. The high ground vegetation is bordered by I
frutescens) and Grounsel-bush (Baccharus halimifolia). High coastal n
roemarianus), Spike Grass (Distichlis spicata) and Sea Lavender j
Meadow Grass (Spanina patens) complete the transition to the wat 11,
alterniflora) is the predominant species. The shoreline in this area is
approximately 45 feet landward of mean high water (MHW), along t1
type" wetlands line averages approximately 15' landward of Norma
The waters of Stump Sound adjacent to the project are classified
They are designated as a Primary Nursery Area (PNA) by the N.
harvest of shellfish. The subject prop rty{ is, ocated within the Hi€
12) on the Flood Insurance Rate`Mdp!The High ]=Hazard ]Flood
contiguous to the Atlantic Ocean.
PROPOSED PROJECT
develop approximately 1.40 acres, of a 1.49 acre
np Sound. The high ground portion of the tract is
,ive Oaks (Quercus virginiana) exist throughout the
to 5.0' above Mean High Water (MHW). Several
c vomitoria), and Red Cedar (Juniperus virginiana)
perry has approximately 375 linear feet of shoreline
ansitional species including Sea Oxeye (Borrichia
arsh vegetation including Black Needle Rush (Juncus
Timonium, spp)., exist in the inter-tidal zone. Salt
rs edge where Smooth Cordgrass Marsh (Spanina
Dt bulk-headed. The proposed development averages
e western edge of the property. The approved "404
High Water (NHW).
S by the North Carolina Division of Water Quality.
Division of Marine Fisheries, and they are open to the
Hazard Flood Area, as indicated by Zone VE (elevation
re (VE Zone) associated with the subject property is
The applicant proposes to construct nineteen (19) two-story town-hou
units would have a footprint that measures approximately 40' x 2
backside of the unit. The remaining eight (8) units would have a footl
16' covered porch, located on the backside of the unit. Additionally,
the tract for utilities, as well as an access driveway. The applicant is
30') and pool house (8' x 12') along the eastern portion of the tra
(landward) side of the "404 type" wetlands line. The retaining wall m
for the entire project would be 1.4 acres. Individual lots sizes woul
density of 13 units/acre. The applicant has indicated that the units w
own only the area within the footprint of the actual unit itself. All are.
and access road would be considered common area, or part of the Ho
by the construction of a single road (Mandaly Court). The road woul
from Highway 210. The asphalt road would run perpendicular to 1`
units within the 1.49 acre tract. Eleven (11) of the
', each with an 8' x 20' covered porch on the
int of approximately 40' x 16', each with an 8' x
ie applicant proposes to grade and pave a portion of
so proposing to construct a swimming pool (15' x
, as well as a 374' retaining wall along the upland
uld be constructed of vinyl. The total disturbed area
range from 768 square feet to 960 square feet - a
xld be privately owned and each unit owner would
surrounding the units, swimming pool, pool house
e Owners Assoc. Access to the lots will be provided
provide the subdivision with one entrance and exit
Hwy 210 and would extend from one end of the
subdivision to the other. Mandaly Court would consist of a 20 foot rig t-of-way and a 18 foot paved asphalt surface with an
ABC stone sub-base. The road would be constructed with curb and utter, utilizing curb breaks and vegetated swales to
control stormwater.
i
Jer' y Brewer for Mandaly Bay, LLC
Page Three
An IEXVress tormwater application has been submitted to the Division of Water Quality, however, it has not yet been
W,
As
10.
A Sedimentation and Erosion Control Plan (permit #-Pende-2005-005) has been issued for land disturbance
s. M nicipal water would be jprovided by the Town of Surf City. A sewer permit has been issued by the Division of
ZU; y under permit #WQ00?4125, which was issued on July 16, 2004.
posed,' no portion of the subdivision, including but not limited to the dwellings, eaves, access roads, driveways,
nd/or sidewalks would impact any portion of coastal wetlands or "404" type wetlands, nor would it extend water
the 3, ' buffer.
MI IPATED IMPACTS:
ial; gr' ding of the property would result in the disturbance of 1.4 acres of high ground. The proposed dwellings, and
vould result in the creation of approximately (34,063 sq. ft.) of impervious surface. Total impervious surface
e within the 75' Estuarine Shoreline AEC would be 32 %. The applicant has submitted an Express State Stormwater
application to the Division of Water Quality, however a permit has not yet been issued. The applicant has an
;d Se imentation and Erosion Control Plan from the Division of Land Quality under (Permit #Pende-2005-005).
Recommendations for State Permit - Jerrv Br?wer for MandaIv Bay, LLC
It is recommended that a permit be issued subject to the following conditions:
• In order to protect water quality, runoff from the constructi' n must not visibly increase the amount of
suspended sediments in adjacent waters.
• Appropriate sedimentation and erosion control devices, rhea ures or structures must be implemented to ensure
that eroded materials do not enter adjacent wetlands, watery urses and property (e.g. silt fence, diversion
swales or berms, sand fence, etc.).
• A ground cover sufficient to restrain erosion shall be provided within the shorter of 15 working or 30 calendar
days of completion of any phase of grading on cut or filled slopes.
NOTE: This permit does not eliminate the need to 'btain any additional state, federal or local permits,
approvals or authorizations that may be required.
NOTE: Future development of the permittee's property may require a modification of this permit.
Contact a representative of the Division at [phone] prior to the commencement of any such activity for
this determination. The permittee is further advised that ma y non-water dependent activities are not authorized
within 30 feet of the normal high water level.
NOTE: The permittee and/or his contractor is urged to meet with a representative of the Division
prior to project initiation.

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a
4
b
C.
. a.
Form DCM-MP-1
Name Mandaly',Bay LLC.C/0 Jetr
PO. Bob 2704 Brewer
Address
City Surf City State
Zip 28445 Day Phone (910)M-'5257
Fax [phone]
Authorized Agent:
Name John L. Pierce & Associates'P P.A.
Address P - 0 - .Box 1685
E
City Jacksonville State NC
.Zip 28540 Day;phone [phone]$00
Fai [phone]
Project name Cif any) _ blandalay Ba '..
i
NOM Pernat will:be;+= in aaire of lmidowaer(r) d/cr
Prpjaa.'+rama
2. OCA
ROJ]
d.. Is Proposevi wort` within city limits or punning
juri4ction? XF Yes No.
e Name of
body bf water nearest project. (e.g. river,
creek, sound, 'bay). Topsail Sound
3. DESCRI 'ION AND Pi.,ANNED USE
OF PROPOSED PROJECT
-a: List .:aIl :development activities you propose (e.g.
building a home, motel; marina;. bullchead, pier, and
excavatign :and`lor filling activities.
clearing, trradinQ building 19
townhomes contain water sewer &
?pa rkinQ 'lot
h. IS the proposed activity maintenance of an misting
project, new work, or both? new work °
c, Will thepmje:x be for public, private or commercial
?? . rrisratP
d Give ,a brief description of.putpose, use, methods of
constivcaron and daily. 'operations of proposed
P J If more ;space.:is needed, ..pleas,r ,atfach
aadmo
9 es °and access
aitJUle. .?
OF PROPOSED
I ? OAST
F
4
a.
b.
c.
ti-
f.
g•
E
h.
I
L

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k.

1.
T
Revised
t
m DCM-MP-1
• LAND. AND RATER m. Describe existing wastewaier treatment facuities.
-Surf City frPatment facilities
' ,A.CTEMTICS
Sizq of entire tract___ G q arras n Describe locationand-type of. discharges to waters
t of the'atate (I=o e ample, ..Surface. runoff, sanitary.
Size of individual .Iot s 20'x 40
?) wastewater, industrial/commercial effluent, "wash.
downy and reiddeahai dis6h es.
Approximate elevation .of. tract above W all runoff tra:storag ati d t.Z-TeT
NWL 4:'S'' above Mann water line or
?. . dumped to infiltration system
Soil .type(s) and texture(s) of tract o.. Describe :existipu
ng
Sand LT
.- CitY . -biraterer:ppiy source.
Vegetation on tract, si'a11 trees & : ra 's
Man-made features now on tract None
5. ADDMONAL INF01t RON .
What is the . CAMA Land Use plan land
classification of.the site?Po,=r &e loce Lwd In addition . to -the completed application form, the
following items must be submitted:
Conservation Transitional
Developed • A copy of the deed
-77)7a- Community i (With state application :only) or
Rural :Other other instrument under which:the applicant claims :title
XX7esidential
to the afrecie;i pro
ow is the per'tes. if the applicant is not
.tract zoned by local-.goyernment? claiming to be the owner of said property, then
MU - mixed use residential forward a cvPy of.the deed* or other:nstrument under
which the owner claims title, plus writtea.;permission
the.proposed,project consistent wi.tbe applicable from the owner to carry out the ,project.
:ohing7 _ Yes - No i
di zoning aor?yQron?e cern _eQre, trgppfi=bk) i
An accurate,:-dated work; plat (including;plan view
and .doss -sectional :drawings) drawn #o scale in black
oas nea.for the tract? prpfessioaaI Y
.archaen]ogicaI assessment been ink on an `8 I/2' b 11 white paper, 'finer to
I yes,;by:whom? -----Yes No Coastal Resources Commission Rule 7J:.020y fora
detailed des' cziption_)
the protect located m a National Registered Please :Hate that original draw
lags are eferred and
nc b:strict or 61i t pr
mvalve a National only.3tigt? quality copies will'be accepted.. "Bliliga
etister listed or eligibleProperty? prints or other Larger .plats are a on1
Yes --- No adequate number of q 1 ,, y if an
ded by
VAly rovi
applicant. the wetlands on sjte? XX Yes ._ No Engineers regarding!a?t agency's use of?arger Dther astal marsh
(irawings.) A..site or to nltap
yes, has a delineation been conducted? a requirements and it nrustl is a part of plat
suffici is
doaoKntmion, {f avdh;bL ' ed to
guide agency personnel unfamil' to the
TF
IQ314S
O y TO
' .
?a `oN O
MPNPO
.. .. Go PSG PL
Form DCM-MP-I
r
site. Include highway or secondary. road (SR)
numbers, landmarks, and the like.
A Stocrnwater. Certification, if one is necessary
A`list of the names and complete addresses of the I
adjacent waterfront . (riparian). -landowners : and a
signed return :recdipts as proof. (fiat such owners ti
have :received a copy of the application and plats
a
by certified rn9l. Such landowners must be advised
that tlzey.have 30 days in .which. to. submit comments I
on the proposed project to.the Division.of Coastal ac
'Management. Upon :signing this form, the applicant Rl
further. certifies: that such notice has been provided .Cc
CERTMCATTON .AND PERMISSION
TO. ENTER. ON LAND .
z such,program.
Name Ronal A Rnm;matfi& talfe Helen A. I certify that I am auth
Address 1200 Secotan Place Fuouav Var' 'gr
Phone (a-? als;?_n?r,?? re
Name co
Address P
Phone P
Name if
Address eens eF my d Gary, 30 27,511
:Phone.. [phone]
a A Iist.of preoious.state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.

- - - - - - - - - - - - - - - - - - - -
A check'for:$250.rnade.payableto the Department of
Environment, Health, and . Natural Resources
.(DEHNR) to. cover the costs of ;processing the
application. _
?. A, signed AEC :hazard notice for. projects in
oceanfront and Inlet areas.
& A statement of. compliance with .6e H.C.
Environmental Policy Act (N.C.G.S.1.13A.7.1 to
10) If the project -involves the expenditure of public
funds or use of public Ian's, attach a statement
documenting compliance with the. North Carolina
Environmental Policy Act

Revised Milts
PI
pro e
XX
Y?
dderstand that any.:permit issued in' response to .this
lication-WilIillow only the development described in
application. :The project will be.sdbjecf to conditi ons
restrictions contained ;R the permit.
rtify that. to the best of. my.;i mowledge, the proposed
vity complies :wit :the.. State Of :North Carolina's
roved : Coastal .. Management . Program and . will be
iucted.in a.mariner consistent q+t,
oozed to grant, and do m fact,
t permission to representatives of state and feral
iew agencies to enter. on the aforementioned lands in
ection: with : evaluaing information related to this
t .application and follow up monitoring ,of the
j?•
T-th
er certify that the information provided in this
Iication is truthful to the best of my.knowIedge.
is ae. 30th day of June , 19 2004
t Name. nda a Bay
aturL .
iud Agew
e indicate attachments :Pertaining to your proposed
:t.
DCM MP-2 ZCavatlon, and Fill Information
DCII Ml?.3 Upland DeveIopmeaf ,
DCMfP-4 Structures Information .
DCM MP;S Bruges and Cutve2s'
DCM MPb triariaa Development

T: Please sign and date each nt in the
space provided at the orn? .
QQ?
O ?J o? Ole
xc?
O?J\S
GO
Form DC -MP-2
e. f Does the disposal area include any coastal wetlands If yes,
(mars; ), SAVs or other wetlands? (1) Amount of material to be placed in the
Yes No water None
(2) Dimensions of fill. area
f. Does the disposal include any area in the water? i arp, Wi thin r±i 04, t- of iav pf Mandala Ct
a k Y

' Yes XX No
I (3) Purpose of fill p rking_ lot '& cling pad

b. Will fill material be placed in coastal wetlands
3. SH RELINE STABILIZATION (marsh), SAVs or other wetlands?
Yes N No

* - If yes,
a Type f shoreline stabilizatiot} (1) Dimensions of fll,area
XX_ Bulkhead $Uprap
(2) Purpose of fill
1 b. Len 374 L. F.

c. Avera ge distance waterward of MHW or NWL

ti.'
Maxi
um distance waterwardl of MHW or NWL S. GENERAL
a. How will excavated or fill; material be kept on site
e. Shore ine erosion during preceding 12 months and erosion controlled? Yqs, the erosion will be
one to the best of my knowledgp controlled by erosion berms & silt fence
(Source of information)
Type f bulkhead or riprap material
n 1! & wo d _ b. What type of construction; equipment will be used
(for example, dragline, ;backhoe, or hydraulic
Amo it of fill in cubic yard to be placed below; dredge)?
water level backhoe
(1) iprap N/A
(2) ulkhead backfill
c. Will wetlands be crssed in transporting equipment'
h. j Type of fill material N/A to project site? Yes 2M No
j If yes, explain steps that will be taken to lessen
environmental impacts.
i. Sourc of fill material N!A

4. O R FILL ACTIVITIES
(ExcI ding Shoreline Stabilization)
a. Will ll` material be brought t4 site?
Yes No
Revised:03/$5

Form DCM-MP-3
UPLAND
DEVELOPMEN
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major h.
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
a. Type and number of buildings, facilities, units or
structures proposed 19 townhom s ; j ng .
drive and water & sewer & poo i.
b. Number of lots or parcels 19
j.,
c. Density (give the number of residential units and the
units per acre) 1.3,DD_un t , per acre
k.
d. Size of area to be graded, filled or disturbed
including roads, ditches, etc. 1.4 ac g or
60,984 s.f.
e. If the proposed project will disturb more than one
acre of land, the Division of Land Resources must
receive an erosion and sedimentation control plan at
least 30 days before land disturbing activity begins. 1.
If applicable, has a sedimentation and erosion
control plan been submitted to the Division of Land
Resources? XX Yes No
If yes, date submitted In.
f. List the materials (such as marl, paver stone,
asphalt, or concrete) to be used for paved surfaces. n.
Stone & asphalt
g. Give the percentage of the tract within 75 feet of
MHW or NWL, or within 575 feet in the case of an
Outstanding Resource Water, to be covered by
impervious and/or built upon surfaces, such as
pavement, buildings, rooftops, or to be used for
vehicular driveways or parking. 321
Revised 03/95
P rojects that require a CAMA Major Development
rmit may also require a Stormwater Certification.
as a site development plan been submitted to the
ivision.of Environmental Management for review?
Yes No
I, yes, date submitted June 30,' 2004
D escribe proposed method of sewage disposal.

H
r ave the facilities described in Item i. above
eived state or local approval? has been subm:
(A nach appropriate docununtation)
D escribe location and type of proposed discharges to
w aters of the state (for, example, surface runoff,
sa nitary wastewater, industrial/commercial effluent,
" ash down" and residential discharges).
.S urface runoff is to be handled b
i nfiltration system

D escribe proposed drinking water supply source
( .g. well, community, public system, etc.)
' public system
ill water be impounded? ja- Yes No
If yes, how many acres? 0 0,7 acres
If the project is a oceanfront development, when
w the lot(s) platted and recorded? N/A
Mandalay Bay LLC
A plior Project Name \M)
S4 r
to

O
P
00
tted
J?

Form D M-MP-2
i
je.
Does
the disposal area include any coastal wetlands -
If yes,
(mar h), SAV's or other wetla nds? (1) Amount of material to be placed in the
Yes XX No water None
(2) Dimensions of fill area
f. Does the disposal include any area in the water? area within right- of x.,a?z of Ma„cialay C;
Yes XX No (3) Purpose of fill -.pa king lot '& building' pad

b. Will fill material be placed . in coastal wetlands
13. SH RELINE STABILIZATION (marsh), SAVs or other wetlands?
Yes _X No
If yes,
a. ' Type of shoreline stabil ization (1) ` Dimensions of fill area
XX_ , Bulkhead Riprap
(2) Purpose of fill
b. Leng1 h 374 L. F.
jc.
j Aver age ditstance waterward of MHW or NWL

d
Maxi I
waterw
um distanc
f MHW
NWL 5. GENERAL
. e
ard o
or

a. How will: excavated or fill material be kept on site
e. Shor line erosion during preceding 12 months and erosion controlled? Yes, the erosion 11 be
None 'to-the best of my 1<nowledgP controlled by erosion berms & silt fence'
(SAarc' of information)_
If. Type of bulkhead or riprap material
& wood n b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
g. Amo unt of fill in cubic yards to be placed below dredge)?
water level backhoe
(1) Riprap N/A.
(2) Bulkhead backfill
c. Will wetlands be crssed in transporting equipment
h. Type of fill material N/A
to project; site? Yes -2M-- No
If yes, explain steps that, will be taken to lessen

kA environmental impacts.
J. Sourc e of fill material

l
<
?A
4. Fl(LL A IES t
T

(Exc
din g
Shoreline Stabili

zation) Applicant or Proj

O
y? iy 0?
a. Will ill material be brought t o site? p 3 C1 GAG
Yes No _

0
Re ' d 03
i

Form DCM=MP 2
EXCAVATION 1
.AND FILL
(Except bridges and culverts)

Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. ' Be sure to complete all 1.' E XCAVATION
" other sections of the Joint Application that relate to this

proposed project.
a. A m ount of material to be excavated from below
Describe below. the purpose of proposed. excavation or M HW or NWL in cubic yards, Dlaye
fill activities. All values to be given in feet.`
b. t y pe of material to be excavated NIA

Average Float
Existing, Project
_ Access
channel
(MLW) or (NWL)
Canal
Boat
basin
Boat
ramp
Rock
groin
Rock
breakwater
Other
(Excluding
Shoreline
stabilization)
c. L? es the area to be excavated include coastal
w ands (marsh), submerged aquatic vegetation
Vs) or other wetlands? Yes _U_No
d. I ghground excavation in cubic yards
NSA
2.I, D POSAL OF EXCAVATED
TERLIL
a. 1.4cationof disposal area within the right
0 way of Mandalay Court
b. Di ensioas of disposal area 177 , 2 x 5.67
C. you claim title to disposal area?
Yes No
If o, attach a letter granting; permission from the
o ner.
-
,
d. W It a disposal area be available for future
m tenance? XX Yes No
If es, where? on the project me owner' s -
a socation
h
\y'
1\' Q
V
xd?
Revised 03/95
P
?n
'I 'till t.. h'FPCE, CERTIF"r ')NAT THIS PLAT WAS DRAWN UNDER MY
SUPERVISION FROM AN ACTUAL SURVEYMA E UNDER MA SUPERVISION
(DEED DESCRIPTION RECORDED IN BOOK PAGE ETC.)
(OTHER); THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY
INDICATED AS DRAWN FROM INFORMATION FOUND IN BOOK A416 -
PAGE f.y& ; THAT THE RATIO OF PRECISION AS CALCULATED IS
1: THAT THIS PLAT WAS PREPARED IN ACCORDANCE WITH
G.S. 47-30 AS AMENDED. WITNESS MY ORIGINAL SIGgNj;URE,
LICENSURE NUMBER AND SEAL THIS -'V DAY OF • MT , 20%.�
� C,, S RID YOR
Q' S�MCENSURE NUMBER'
L2r'afi Cr:
SEAL OR =STAM.Pf
THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS
THE BOUNDARY OF THE JURISDICTION OF SECTION 404 OF THE CLEAN
WATER ACT PURSUABT TO THE 1987 CORPS OF ENGINEERS WETLANDS
DELINEATION MANUAL AS DETERMINED BY THE UNDERSIGNED ON THIS
DATE. UNLESS THERE IS A CHANGE IN THE LAW OR OUR PUBLISHED
REGULATIONS, THIS DETERMINATION OF SECTION 404 JURISDICTION
MAY BE RELIED UPON FOR A PERIOD OF FIVE YEARS FROM THIS DATE.
--------------------------------------
SIGNATURE
-------- _SIGNATURE OF U.S. ARMY CORPS OF ENGINEERS OFFICAL EDGE of DOSTW.
APPROXIMATE
----- CA OF CHANNEL \ \
DATE OF SIGNATURE \
\
\
\
\
\ \�\ USE 'ARBORTAPE' FOR GUYING
MM OF EIOSTIN( �, \ \ ATTACH 'ARBORTAPE' TO SUPPORT POST
CHANNEL 1 \ 1 POST PER MANUFACTURER RECOMMENDATION
TOPSAILND \
50' CHANN \\\\ 1 I
MEAN HIGH \WATER LINE 1 1 I
AS MARKED \BY CAMA P,
EIP 00?'' I Y _ - 26.74' x\ \\ \ +1 1 I
------ N51' 52.42 \4. �irM� r, ,, ' MEAN HI WATER L\II &__
\ CAMP. LINEzs4y C AS MARKED SAMA
_ STAL WETLA �1S 30 ♦ 10 8 \ \ 1 \
, 1
\+ -A°. ����--------------NEL-----------------________ TREE DETAIL
\ E'c°KS 1 \ --- (FOR DECIDUOUS TREES)
LIMITS OJ_ p oEac c `l � 32 ry \ oXwATE NUT TO SCALE
DISTURBANCE- / r U+ o 3.30 qEp° ��•;� �� F + I \ I CA of aaN*L I
0. 7 0 , X1 �\� % + 0.30\ �----_
3 . b b \ CO,q \ \ oNI b CqM 0 015. STt141 4o * � 2 13.0_ 0o WF�N 4, s3 �I �i M7Q5iNo •o
Ln
---' -
--- --
r
\000 S LINE/ �. ��$.�-----_r= ---- -----------
EXIST. 4- -- � \�, - - -1 -� _-------------
\ R.R. ANCHOR zD o• yq�irs� a o A 1 \ T- - -- - - - -�- - - - -�
\ C7
A8 _ _ +Tim
ZONED -R5
DO NOT TRIM BRANCHES AT INSTALLATION)
TRIM AS REQUIRED DURING MAINTENANCE PERIOD
WRAP TRUNK GREATER THAN 2 IN, CALIPER
WITH BURLAP OR WRAP TAPE DURING TRANSPORT)
REMOVE WRAP FOR INSPECTI❑N AFTER INSTALLATION
2 T -BARS 1.5'x 1.5'x 96' LONG
SET NATURAL BASE OF TRUNK V-2' HIGHER THAN
EXISTING GRADE TO ALLOW FOR SETTLEMENT
MULCH TYPE AND DEPTH PER SPECIFICATIONS
SOD OR SOWN GRASS
CUT AND REMOVE TOP 1/3 OF BURLAP FROM ROOT BALL
DIG PIT TWICE DIAMETER OF ROOT BALL, SCARIFY ALL
SIDES) AMEND SOIL PER SOIL TEST AND SPECIFICATIONS)
JSE AS BACKFILL IN PIT AROUND ROOT BALL
B & B ROOT BALL
------ E ry b \ X34 j -
\ AE LIN -0.z 322 6` -_2 _ -1 - �- - -\ I
C � moo• � �- � !-
�s' EIP
\ 3 06 01,6 3.34
L st 4/At,A \EIP
.� 0.4 \ C CA N \�• A6-
\ I
b_
o X15 X14 qC S�A5 1 �:gB�--�..--}---�tt � �At2
AV
� N A10
C2
Z
1\� X1 1 --RI I I �� 404 WE 1 NDS
\
ZONED -MU II i a I �°`v=1I!=III=i =
DISTD
U ANCE I \ ,� y 1-----
3 g \ \
\ \
II X19
FRANK MAJEWSKI &WIFE \\ o \' O J�� .6 ��6� 1 2.50
MARTHA D. MAJEWSKI \ �i ;� a° ;�© -�' _is �___-- ----- -- 1 `XB3
\ $3 Q ry X2 < 75' AEC LINE--- II -------1 -----
D.B.1669, P.128 N. 1\I Y oAK �m`�°oma o J�� TOTk 2 3 1 1 I A\
9
o X
01 40.0 Y r�P r� `�'�0�� O 4�' 1 {' 4 - - -�
\ 2-S�pR UNIT 45 ° o 0 1 N�. \ \ \ 1 1 1 \
M I
4-BEpR P\UNGS
----------W0.°N4 7 O�OQeQ �.jto 111 \ �O 1 1 O 11 1 \
\ DIVISION OF LOT 4 o' o 3.9 ��` oo�J • '1 1 \ 1 \ /l1
\ AMOS ATKINSON LANDS 1 45�ORY NIS �� / iso, ��8a 1 0, 1
\ M.8.14, P.57 y 4-Biog000 S 1 I a 1� 1 \ 1
°N O I O 1
\ LIMITS OF / 11 Z 10 z -
DISTURBANCE- -. 1 1
\ 4ao 0 0 1.49 ACRES o.o' '1 0% 0 1
\ 24" 0 1o�sooMNG \S �'o 64,9$�.6� SQ.FT. g �1� N. c 11 1� c
\ 4 6E OA 0.
1 ; 5.36 \ 3.91
a.3g LIMITS (~1
i 1m 1 1 \
\ ZONED -MU 8" OA 'Q ISTD
\ 1 ' a r- 1 10 -9 o
SEEDING SCHEDULE OR M GS ; o �O \ °'W-4 I 1 �°'� n O OAK 2- UNT o (�rSPREAD 4' TOPS❑IL ❑VER AREAS T❑ BE SEEDED AND ESTABLISH UNIFORM 4ON PILIN g.0 ®n j \ � \ P ,� Q r rl
GRADE PRIOR TO SEEDING. APPLY LIME AND FERTILIZER AND WORK INTO \ FRANK MAJEWSKI & WIFE OAK 40, - 160 Prn 1 1 N� 1 m\r• 1 N
SEED BED, DISTRIBUTE SEED UNIFORMLY AND COVER LIGHTLY, 001 .0 16.0 o x,16.0 16.0 N D
APPLY CLEAN STRAW MULCH OVER SEEDED AREA AND ANCHOR SECURELY \ MARTHA D. MAJEWSKI \\ DECD DECKS oOECK DECK DECK \ I �'\➢ 1 1 1
WITH STRAIGHT BLADE DISC IN FLAT AREAS AND WITH ASPHALT TACK D.B.1669, P.128 •PIN w -- �•.� " w - M,, w
WHERE SLOPES EXCEED 4%, \ �, I z C7 1 N 1 N f:
\ 6" CEDAR 0" Ci' 0 a�� � z _ .65 Z� N Z iT1 I P i
APPLICATION RATE ° v 0�-' v '�$ v No o
1 Q o o c�-+� in 00 - 'off o 1a o -o��+$ 4.66 I WA E S BxY '1
z 1w zi Z$ z _ B� 36, P. 0671 SL.4� 1
600 TP❑UNDS/RACRE \ +\ ,. �• ZEB-- 0z 04 oz
1000 P❑ N- 5 A v) w o
U DS/ACRE \ \ 1� �
_--------- 1 16.0' �� -?- - -- ----- -- -- ---� e
_ - - - --- 1 1 I \ I \
------------------E-------�p,� - -----_ -_- ---- - 1---
50 POUNDS/ACRE � --- --- _y---� ---- f- - �__-- ----
10 POUNDS/ACRE �� v a E E� -- _ � -� PP �
RW INSTALL APPROX. 68 L.F. OF 8" SIS 5' ONCRETE ALK ', V 1 E
5' CRETE LK \ H.1 E VW
SDR35 SEWERUNE AT0.50f 4 INSTALL PPROX. 268 F. OF 8" R R/W
50 P❑UNDS/ACRE L____________________'7�'�L
20 POUNDS/ACRE - �=T=-=:-- - ----- _-__ -
c 61 S`. p�QQ -- ------ ---
25 POUNDS/ACRE--_---------- o----------sa�sEEssssss�-----------7_4 CNE - -- - ---- - --- --- -
w'c,► .25 N-------\--------�--=- - --5------ *Evj-- � ---------, �-
W.V. � T --I----------
-----
50 POUNDS/ACRE
2 TONS/ACRE
300 GALLONS/ACRE
NOTE, OWNER MAY VARY SEEDING TO CONFORM TO LANDSCAPING REQUIREMENTS.
UNE TABLE
MATERIAL
a
BEARING
LIME
w
L
20% SUPERPHOSPHATE
L<
2,
FERTILIZER(10-10-10)
A
N75'26'04'E
TOPSOIL 3' DEEP, TOTAL SEEDBED PREPARATION DEPTH SHALL BE 4'-6' DEEP,
L45
3.
APRIL - JULY
d
N64' 2'32"E
FESCUE, KY -31
`r
!n
N63'32'22"E
BERMUDA (HULLED)
o
N 0'41'58"E
JANUARY - MARCH
L49
4,
FESCUE, KY -31
v
S87*2"10"E
BERMUDA (UNHULLED)
3
S8 ' :3'25"E
RYE (GRAIN)
o
5.
SEPTEMBER - NOVEMBER
L53
S74 7'12"E
FESCUE, KY -31
>_
6.
MULCH
3
S30'34'08"E
DURING SEEDBED PREPARATION,
Z5 d
S60'00'06"W
15.51
L57
SS '50'1 "W
ASPHALT TACK
\ 6" CEDAR 0" Ci' 0 a�� � z _ .65 Z� N Z iT1 I P i
APPLICATION RATE ° v 0�-' v '�$ v No o
1 Q o o c�-+� in 00 - 'off o 1a o -o��+$ 4.66 I WA E S BxY '1
z 1w zi Z$ z _ B� 36, P. 0671 SL.4� 1
600 TP❑UNDS/RACRE \ +\ ,. �• ZEB-- 0z 04 oz
1000 P❑ N- 5 A v) w o
U DS/ACRE \ \ 1� �
_--------- 1 16.0' �� -?- - -- ----- -- -- ---� e
_ - - - --- 1 1 I \ I \
------------------E-------�p,� - -----_ -_- ---- - 1---
50 POUNDS/ACRE � --- --- _y---� ---- f- - �__-- ----
10 POUNDS/ACRE �� v a E E� -- _ � -� PP �
RW INSTALL APPROX. 68 L.F. OF 8" SIS 5' ONCRETE ALK ', V 1 E
5' CRETE LK \ H.1 E VW
SDR35 SEWERUNE AT0.50f 4 INSTALL PPROX. 268 F. OF 8" R R/W
50 P❑UNDS/ACRE L____________________'7�'�L
20 POUNDS/ACRE - �=T=-=:-- - ----- _-__ -
c 61 S`. p�QQ -- ------ ---
25 POUNDS/ACRE--_---------- o----------sa�sEEssssss�-----------7_4 CNE - -- - ---- - --- --- -
w'c,► .25 N-------\--------�--=- - --5------ *Evj-- � ---------, �-
W.V. � T --I----------
-----
50 POUNDS/ACRE
2 TONS/ACRE
300 GALLONS/ACRE
NOTE, OWNER MAY VARY SEEDING TO CONFORM TO LANDSCAPING REQUIREMENTS.
R
° REF: D.B.473, P.79
M.B.13, P.1 (PORTION OF)
i
7.85 _ 7.80 _ N.C. HWYe-,21_
a0 _- R W V
- r n7.78
-
.0 «11� _1 wl
��� 4 7.681 L11� L�1,
-� - 4s c� X195.0 TO EK
-1---------==----
--�_----------- NTERLINE I
---- _?_03 _ \ �- -:--------------\-------J4IRS�CT19N-A1Y//1� QC9LE�1@UR� B 'E. -----------1 �I47
_
R/W ---� t'o ---- ---
7.20
I
/
R W -
1 iOl
\\\I \ \ I 1 I M. H. -
TOP - 7.11
Z \ \ \ \ \ INV. 12" PIPE = 0.63'
\ \I PROPOSED \
� CAROLINA SHORES \ I ► INV. CONC. = 0.04'
�I \ \ I I
TRACT 4 \ TRACT 3 1 TRACT 2 I TRACT 1
\ ZONED -MU \ M.B.13, P.1 1 M.B.13, P.1 1 1
\ 1 ZONED -PUD M.8.13, P.1 M.8.13, P.1
1
11 \\1 \\ LEGEND \ 1 1 I
1 1 1
\I \I \ EIP - EXISTING IRON PIPE \ \ 1 1
\ \ EIS - EXISTING IRON STAKE \
\\ \ \ SIS = SET IRON STAKE \ \ I 1
I \ \ CP = COMPUTED POINT 1 \ I
M.H.W.L. = MEAN HIGH WATER LINE
1� 1, R/W -RIGHT OF WAY \ I I
EPK = EXISTING P.K. NAfL OWNER/ DEVELOPER
c = PROPOSED TREE EVERY 20' ALONG R/W (10 TREES) 1 I I
UNE TABLE
SEEDBED PREPARATI❑N NOTESt
LINE
BEARING
LENGTH
m:
L
SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO PLAN.
L<
2,
AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE
A
N75'26'04'E
TOPSOIL 3' DEEP, TOTAL SEEDBED PREPARATION DEPTH SHALL BE 4'-6' DEEP,
L45
3.
LOOSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE
�-
N64' 2'32"E
SURFACE S❑ THAT THEY WILL NOT INTERFERE WITH THE ESTABLISHMENT AND
r
N63'32'22"E
MAINTENANCE OF VEGETATION. SURFACE FOR FINAL SEEDBED PREPARATION,
L48
N 0'41'58"E
AT FINISH GRADES SHOWN, SHALL BE REASONABLY SMOOTH AND UNIFORM,
L49
4,
IF NO SOIL TEST IS TAKEN, FERTILIZER AND LIME TO BE ACCORDING TO SEEDING
L50
S87*2"10"E
SPECIFICATIONS ABOVE, IN ADDITION, PROVIDE 15 LBS/1000 S,F, ❑F SUPER
3
S8 ' :3'25"E
PHOSPHATE,
L52
5.
IF SOIL TEST IS TAKEN, PROVIDE LIME AND FERTILIZER ACCORDING TO SOIL TEST
L53
S74 7'12"E
REPORT,
>_
6.
LIME AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND MIXED WITH THE SOIL
<1
S30'34'08"E
DURING SEEDBED PREPARATION,
R
° REF: D.B.473, P.79
M.B.13, P.1 (PORTION OF)
i
7.85 _ 7.80 _ N.C. HWYe-,21_
a0 _- R W V
- r n7.78
-
.0 «11� _1 wl
��� 4 7.681 L11� L�1,
-� - 4s c� X195.0 TO EK
-1---------==----
--�_----------- NTERLINE I
---- _?_03 _ \ �- -:--------------\-------J4IRS�CT19N-A1Y//1� QC9LE�1@UR� B 'E. -----------1 �I47
_
R/W ---� t'o ---- ---
7.20
I
/
R W -
1 iOl
\\\I \ \ I 1 I M. H. -
TOP - 7.11
Z \ \ \ \ \ INV. 12" PIPE = 0.63'
\ \I PROPOSED \
� CAROLINA SHORES \ I ► INV. CONC. = 0.04'
�I \ \ I I
TRACT 4 \ TRACT 3 1 TRACT 2 I TRACT 1
\ ZONED -MU \ M.B.13, P.1 1 M.B.13, P.1 1 1
\ 1 ZONED -PUD M.8.13, P.1 M.8.13, P.1
1
11 \\1 \\ LEGEND \ 1 1 I
1 1 1
\I \I \ EIP - EXISTING IRON PIPE \ \ 1 1
\ \ EIS - EXISTING IRON STAKE \
\\ \ \ SIS = SET IRON STAKE \ \ I 1
I \ \ CP = COMPUTED POINT 1 \ I
M.H.W.L. = MEAN HIGH WATER LINE
1� 1, R/W -RIGHT OF WAY \ I I
EPK = EXISTING P.K. NAfL OWNER/ DEVELOPER
c = PROPOSED TREE EVERY 20' ALONG R/W (10 TREES) 1 I I
MANDALAY BAY LLC
= EXISTING TREES \ I 1 P.O. BOX 10903
PROPOSED SHRUBS (193 SHRUBS) TRACT DATA: \ \ \ WILMINGTON, N.C. 28441
=
= PROPOSED WOOD WALKWAY TOTAL AREA - 1.49 ACRES (64,927.74 SQ.FT.)
TOTAL NUMBER OF UNITS - 19 (8- 3 -BEDROOM UNITS) (1280 SQ.FT.) &
-CHWL- = CAMA MEAN HIGH WATER LINE (MARKED BY CAMA) (11 - 4 BEDROOM UNITS) (1,600 SQ.FT.)
-CWL - = COASTAL WETLANDS LINE ZONED = MU
PARKING SPACES REQUIRED - 38 SPACES19 UNITS x 2 SPACES PER UNIT - 38 SPACES)
- - = EXISTING PROPERTY UNE TOTAL IMPERVIOUS AREA - 34,063 SQ.FT. (0.78 ACRES)
�'r = LIMITS OF DISTURBANCE % OF IMPERVIOUS COVERAGE WITHIN 75' AEC UNE - 32%
VICINITY MAP - NOT TO SCALE
CLEANLY PRUNE ONLY DAMAGED,
DISEASED AND/OR WEAK BRANCHES
FINISHED GRADE AROUND PLANT TO BE THE SAME
AS ORIGINAL GRADE OF PLANT IN PDT)
SET PLANT 1' ABOVE FINAL GRADE TO ALLOW
FOR SETTLEMENT
3'BARK
DO NOT CREATE SAUCER AROUND SHRUB -
FINISHED GRADE SHOWN SLOPING FOR CLARITY ONLY
CAREFULLY REMOVE TOP 1/3 OF BURLAP OR
CONTAINER (IF CONTAINER IS NON-ORGANIC,
- - ! REMOVE COMPLETELY)
- - i_ - CUT SEVERAL SLITS IN ORGANIC CONTAINERS
III=III= _! I -III-
TO FACILITATE ROOT PENETRATION) REMOVE
BOTTOM OF CONTAINER COMPLETELY
-' SCARIFY PIT BOTTOM AND SIDES MINIMUM 6
=i Ti -I i I=III=lil=Ii-I I r-
SHRUB DETAIL
(POTTED, BALL & BURLAPPED OR CONTAINER)
NOT TO SCALE
30
UNE TABLE
LINE
BEARING
LENGTH
L65
N31'30'44"E
30.47
L66
N63'53'59"E
53.07
L67
N75'26'04'E
44.79
MANDALAY BAY LLC
= EXISTING TREES \ I 1 P.O. BOX 10903
PROPOSED SHRUBS (193 SHRUBS) TRACT DATA: \ \ \ WILMINGTON, N.C. 28441
=
= PROPOSED WOOD WALKWAY TOTAL AREA - 1.49 ACRES (64,927.74 SQ.FT.)
TOTAL NUMBER OF UNITS - 19 (8- 3 -BEDROOM UNITS) (1280 SQ.FT.) &
-CHWL- = CAMA MEAN HIGH WATER LINE (MARKED BY CAMA) (11 - 4 BEDROOM UNITS) (1,600 SQ.FT.)
-CWL - = COASTAL WETLANDS LINE ZONED = MU
PARKING SPACES REQUIRED - 38 SPACES19 UNITS x 2 SPACES PER UNIT - 38 SPACES)
- - = EXISTING PROPERTY UNE TOTAL IMPERVIOUS AREA - 34,063 SQ.FT. (0.78 ACRES)
�'r = LIMITS OF DISTURBANCE % OF IMPERVIOUS COVERAGE WITHIN 75' AEC UNE - 32%
VICINITY MAP - NOT TO SCALE
CLEANLY PRUNE ONLY DAMAGED,
DISEASED AND/OR WEAK BRANCHES
FINISHED GRADE AROUND PLANT TO BE THE SAME
AS ORIGINAL GRADE OF PLANT IN PDT)
SET PLANT 1' ABOVE FINAL GRADE TO ALLOW
FOR SETTLEMENT
3'BARK
DO NOT CREATE SAUCER AROUND SHRUB -
FINISHED GRADE SHOWN SLOPING FOR CLARITY ONLY
CAREFULLY REMOVE TOP 1/3 OF BURLAP OR
CONTAINER (IF CONTAINER IS NON-ORGANIC,
- - ! REMOVE COMPLETELY)
- - i_ - CUT SEVERAL SLITS IN ORGANIC CONTAINERS
III=III= _! I -III-
TO FACILITATE ROOT PENETRATION) REMOVE
BOTTOM OF CONTAINER COMPLETELY
-' SCARIFY PIT BOTTOM AND SIDES MINIMUM 6
=i Ti -I i I=III=lil=Ii-I I r-
SHRUB DETAIL
(POTTED, BALL & BURLAPPED OR CONTAINER)
NOT TO SCALE
30
NOTES :
1. N.C.D.O.T. REQUIRES APPROVAL OF DRIVEWAY PERMIT.
2. POOL NEEDS TO BE REVIEWED PENDER COUNTY HEALTH
DEPARTMENT.
3. ALL AREAS OUTSIDE OF BUILDING FOOTPRINT WILL BE
COMMCINOAREA OR OPEN SPACE & UTILITY & DRAINAGE
EASEMENT AREA.
SITE PLAN ��F'
SHOWING
MANDALAY BAY
PREPARED FOR
MANDALAY BAY LLC
TOPSAIL TOWNSHIP, PENDER COUNTY, NC
PREPARED BY
JOHN L. PIERCE & ASSOCIATES, P.A.
409 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE: [phone] DATE: APRIL 20, 2004
SCALE: 1"= 30' F.B. 712, PG. 14-18
JOB #238977 FILE NAME: PIERCE WHALEY TRACT
15
GRAPHIC SCALE
RENSED: OCTOBER 12. 2004 (CHANGE LAYOUT OF BUILDINGS AND MOVE POOL)
30 MSO 120
( IN FEET )
1 inch = 30 ft.
SHEET 1 OF 5
VETLANDS UNE TABLE (X1 -
LINE
BEARING
LENGTH
L42
S87'57'51 "W
7.81
L43
N00' 6'08"W
17.56--
L44
N19'5 '16"W
19.34
L45
N00'46'1
16.14
L46
N64' 2'32"E
22.87
L47
N63'32'22"E
30.20
L48
N 0'41'58"E
25.26
L49
N68'42'03"E
19.77
L50
S87*2"10"E
18.46
L51
S8 ' :3'25"E
22.09
L52
S86' '4 "E
16.62
L53
S74 7'12"E
27.26
L54
N74 '58"E
14.67
L55
S30'34'08"E
16.97
L56
S60'00'06"W
15.51
L57
SS '50'1 "W
11.37
L58
S51 *41'09*E
20.42
L59
S6522'01"E
15.84
L60
N85*34'21"E
20.09
L61
S74'06' "E
16.56
L62
N61'57'16"E
16.86
L63
S88'26'1 "E
17.07
L64
S73'46'25"E
5.62
NOTES :
1. N.C.D.O.T. REQUIRES APPROVAL OF DRIVEWAY PERMIT.
2. POOL NEEDS TO BE REVIEWED PENDER COUNTY HEALTH
DEPARTMENT.
3. ALL AREAS OUTSIDE OF BUILDING FOOTPRINT WILL BE
COMMCINOAREA OR OPEN SPACE & UTILITY & DRAINAGE
EASEMENT AREA.
SITE PLAN ��F'
SHOWING
MANDALAY BAY
PREPARED FOR
MANDALAY BAY LLC
TOPSAIL TOWNSHIP, PENDER COUNTY, NC
PREPARED BY
JOHN L. PIERCE & ASSOCIATES, P.A.
409 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE: [phone] DATE: APRIL 20, 2004
SCALE: 1"= 30' F.B. 712, PG. 14-18
JOB #238977 FILE NAME: PIERCE WHALEY TRACT
15
GRAPHIC SCALE
RENSED: OCTOBER 12. 2004 (CHANGE LAYOUT OF BUILDINGS AND MOVE POOL)
30 MSO 120
( IN FEET )
1 inch = 30 ft.
SHEET 1 OF 5

.=a ~ ~.S z~ . 7l OZ =Rout t (1,~~HI)
oa or oz u ~ o oz
~`I~~S ~IHddd~
lObal ,l3lbHM 30b31d ~3W'dN 311.E LL68~Z# 80f
8l-~ l 'Od 'Z lL '8'3 ,0~ l ~3lbOS 4002 'OZ llddb ~31b0 0086-94~-O16 ~3NOHd
04SSZ ON '3llUNOS~iOb~ 'O~18 NOSNHO(' 604
3~Ndeanlsla ~o sllwn
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'I, JOHN L. PIERCE, CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY
5UPERVISION FROM AN ACTUAL SURVEY MADE UNDER ~y SUPERVISION
DEED DESCRIPTION RECORDED IN BO K _T~ OTHER ~ THAT 0 PAGE ,ETC.) 9p~ 1~l
THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICAT AS DRAWN FROM INFORMATION FOUND IN BOOK"' , Np
PAGE ~ THAT THE RATIO OF PRECISION AS CALCULATED IS
1, THAT THIS PLAT WAS PREPARED IN ACCORDANCE WITH G.S. 47-30 AS AMENDED, WITNESS MY ORIGINAL SIGNgTURE, ~ ~ t~0
LICENSURE NUMBER AND 5EA 9 L THIS ~,3,., DAY OF N 2~3 ~ g
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=SURVEYOR - f
i.. - . ` ~ s~
LICENSURE NUMBER' A)~AN''C
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NClNitt IAAP -NOT TO SCALE
CP ~
TOPSAIL SOUND CP t 75' CHANNEL
~ EIP 51'~ - _ . AP O ~~52.42 ~ .~~y - - THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS
~ . ~ CP THE BOUNDARY OF THE JURISDICTION OF SECTION 404 OF THE CLEAN WATER ACT PURSUABT TO THE 1987 CORPS OF ENGINEERS WETLANDS
r ' r , tog ~ xr
o i \N ~ ~o ~ Q, DELINEATION MANUAL A5 OETERMINEO BY THE UNDERSIGNED ON THIS DATE. UNLESS THERE IS A CHANGE IN THE LAW OR OUR PUBLISHED ,~9' REGULATIONS, THIS DETERMINATION OF SECTION 404 JURISDICTION
~ 353. 0' MAY BE RELIED UPON FOR A PERIOD OF FIVE YEARS FROM THIS DATE.
. X93 ,32~
` ~ ~ SIS \ 1~ FV ~ 0 6~
4'~ SIGNATURE OF U.S. ARMY CORPS OF ENGINEERS OFFICAL
~0
EXIST ~ v~n,~N~s urn p \ H.W. R.R. ANCHOR o
, DATE OF SIGNATURE
_ . ~ ~~34;1 -x.90' ElP - ]P -
> i 7 ~ _ . _ . f
1` ~ ~ 1 i ~
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® ~ 1
w~'~\BO ~
~~r~; l 1 FRANK MAJEWSKI & W1FE, - ~ `~o,`~ ~
MARTHA D. MAJEWSKI Z ` NETlAN05 UNE TABLE Xt-X22
- ~ yet 4= _ _ . LINE BEARING LENGTH
- .a ~ p x::~'R ~ l42 S87'S1'S1"W 7.81
L43 N00'06'08'W 17,50
N 1.49 ACRES ; ~ 64,919.91 SOFT. N ~ ~ ; _ L44 N1 'S '16"W 19,34 L45 N '46'1 ' 16.14
- _ _ _ ~ w cv _ ~ Y ` L'~ N64 2'3 'E 22.87
~ DIVISION OF T ~ l~i iS~ L47 N 3'3 '2 ' 30.20
AM LO 4 o N ~ ~ OS ATKINSON ~ANuS u c~ u 1~ j~ l48 NB '41'58'E 25.26
M.B.14, P.57 ~ ~ ~ ~ ~ ~ Q ~ A l44 N68'42'03" 19.77
~ ~ N 'p '0 L50 58121'10" iB.46 :51 8 ' 5' :2.09
o ~ rn a ~ ~ FORMERLY L52 " ~ BCFG ASSOCMTES E' AL 586 5 4 16.62
N, ~ 0.8.681, p.220 L53 74 T1 " 27.26
p _.cF~ _ C ~ r_ M.B. 36, P. 067, SL. 498 L54 N74 5' 'E 14.67
_ ~ ~ rZn L55 S • 4' 1 _ _ 30 8 E 6.97
O Q - L56 S6 '00'06'W 15.51 L57 80'50'1 "W 11,37
FRANK MAJEWSKI do WIFE, ' L58 S51'41'09" 20.42
MARTHA D. MAJEWSKI L59 S6 2'01'E 15.84
D.6.1669, P.128 l60 N85'34' 1' 20.09
L61 S74'06'0 " 16,56
_ - . - L62 N61'57'16"E 16.86 l63 S88'26'18"E 17.07
} , L64 S73'46'25"E 5.62
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1 a ~ ~ M.H. TOP
OGRAPHICAL &
a ~ ~ WETLANDS MAP
` © TRACT 4 TRACT 3 I I PREPARED FOR
U TR ~ ~ ,T M.8.13, P.1 M ;;y~ t , .8,13, P.1 M.I TRACT 3 TRACT 2 TRACT 1 M.8,13, P.1 M.8.13, P.1 M. B.13, P.1 •
a I TOPSAIL TOWNSHIP P N
~ L~~ ,1 . E DER COUNTY, NC PREPARED BY
w 0 ~ E; JOHN L. PIERCE & A
a G,<.i , ~ SSOCIATES P.A,
w ,~Ai . ! ~ ~y~,. 1 409 JOHNSON BLVD. JACKSONVILLE, NC 28540 PHONE: [phone] DATE; NOVEMBER 11, 2003
v ~~'i, LEGEND SCALE: 1"= 40' F.B. 712, PG. 14-18
~ ~ ~~9 w ~N T EIP ~ EXISTING IRON PIPE JOB #238977 FILE NAME: PIERCE WHALEY TRACT
d EIS ~ EXISTING IRON STA KE
S]S =SET IRON STAKE U CP =COMPUTED POINT GRAPHIC SCALE
M,H.W,L. =MEAN HIGH WATER LINE ~ D 20 b eo 160
o ~~I~ ~7 . `jq R/W =RIGHT OF WAY t REF: " , ~ ~ EPK =EXISTING P.K, NAIL
~ M.B.13, P,1 (PORTION OF Rx: .c.

( n~ ) 1 inch = 40 rt,
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