20110918 Ver 1_CAMA Application_20111013

NCDE
North Carolina Department of Environment and Natural Resources
Division of Coastal Management

Beverly Eaves Perdue
Governor
20110918
October 12, 2011
MEMORANDUM:
Dee Freeman
Secretary
TO: Karen Higgins D ? ? ?Mg Division of Water Quality D
M: Doug Huggett 00 .1 3 2011
FRO
Major Permits Processing Coordinator DENR - WATERQuALITy
WETLANDS AND STORMWATER BRANCH
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Osprey Oaks Marina
Project Location: Carteret County, 3197 Hwy 24, Newport, off SR 1121, Pearson Circle.
Proposed Project: Proposes new excavation outside of the previously permitted excavation area,
at the existing 22-slip marina.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
November 1, 2011. If you have any questions regarding the proposed project, please contact
Heather Styron at [phone]. When appropriate, in-depth comments with supporting data is
requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
SIGNED DATE
400 Commerce Ave.; Morehead City, NC 28557 One
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net Nol-thCarollna
An Equal Opportunity k. Affirmative Action Employer Nahlrallil

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Osprey Oaks Marina
2. LOCATION OF PROJECT SITE: 3197 Highway 24 Newport, Carteret County (off
State road 1121, Pearson Circle)
Photo Index - 2000: 39-500 Grid: B (8&9)
2006: 39-8051 Grid: X (16&17)
State Plane Coordinates - X: 360247.3 Y: 2617035.0
LAT 34°43'20.61 LON 76°56'47.0400
3. INVESTIGATION TYPE: D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 8/10/11
Was Applicant Present -yes
5. PROCESSING PROCEDURE: Application Received - 9/30/11
Office - Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Carteret County 12/22/2010
Land Classification from LUP - Limited Transition with Conservation
(B) AEC(s) Involved: Public Trust Area, Estuarine Water
(C) Water Dependent: Yes
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing - onsite waste water
Planned - none
(F) Type of Structures: Existing - Commercial marina with all associated
Infrastructure (piers, boatlifts finger-piers), two rental
homes, slips, boatramp and bulkhead
Planned - no structures planned just new excavation
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION:
DREDGED FILLED OTHER
(A) Shallow Bottom 27,375 W N/A F N/A
(D) Total Area Disturbed: 27,375 ftZ
(E) Primary Nursery Area: no
(F) Water Classification: SA/HQW Open: no
8. PROJECT SUMMARY:
The existing commercial marina was previously issued a major permit (251-89) on 12/22/89
(due to the expansion of a DOT right-of-way), for the reconfiguration of the existing docking
facility, boat ramp relocation and maintenance excavation (20' x 75' x -4' nlw) within the
existing high ground boat slip. The previously excavated area is currently the existing boat
ramp. The applicant is proposing new excavation, outside of the previously permitted
excavation area, at the existing 22 slip commercial marina.
Osprey Oaks Marina
3197 Hwy 24
Page 02
9. Narrative Description:
The Osprey Oaks Marina is an existing non-fuel commercial marina. The project is located at
3197 Hwy 24 in Newport, Carteret County (off State Road 1121, Pearson Circle). Osprey
Oaks Marina is foa_-d by following NC Hwy 24 east to the Broad Creek Bridge
(approximately 1/4 mile east of Croatan High School). The site is located on Broad Creek,
south of the Broad Creek Bridge off of State Road 1121, Pearson Circle and is on the non-
PNA section of Broad Creek in this area. The PNA is located north of the Broad Creek Bridge.
The width of Broad Creek within this area is approximately 505' to 740' depending on
location.
The subject property is 71,838 square feet in its entirety and averages 9' in elevation above
NHW. Currently on the high ground portion of the site is a 22 slip commercial marina
(field verified and see old major permit plat), gravel drives and parking area, two
residential rental units, bulkhead, piers, platforms, finger piers, boatlifts, boatramp, typical
vegetation (grass) and trees. Extending off the portion of high ground, approximately 37'
from the northern property line is the first existing pier (6' x 80') and platform (6' x 15' to
a 10' x 18'). A total of 12 slips are located along this dock. Approximately 45' south of the
first dock is an area of finger piers which house 4 additional slips. The final pier (6' x 80')
and platform (10' x 30') for the last 6 slips is approximately 47' from the southern
property line. A major permit (251-89) for the marina was issued on 12/22/89 for the
reconfiguration of the existing marina, relocation of the boat ramp and maintenance
excavation of an existing high ground boat slip (20' x 75' x -4' nlw) due to a DOT road
expansion. South of the existing boatramp and pier, adjacent to the southern riparian
neighbor, is a 9' wide x 12' long section of coastal wetlands which consists of Smooth
Cordgrass (Spartina alterniflora).
The shoreline along this area is 271' with water depths in the marina basin ranging -.75'
nlw to -2.8' nlw (field verified) and connecting water depths of - 4' nlw. The bottom
substrate is silty sand within the project area. The Division of Water Quality classifies this
area as SA/HQW Waters. This portion of Broad creek is not a designated Primary Nursery
Area and is closed to the taking of shellfish. There are no shellfish leases within this area
and no SAV was observed. Carteret County's Land Use Plan dated 2010 classifies this area
as Limited Transition with Conservation within the AEC. There is approximately 160'
from the existing bulkhead to the channel. There is a DOT bridge and right-of-way to the
north with single-family residences with private docks to the south of the project site.
10. Proiect Description:
The existing commercial marina was previously issued a major permit (251-89) on 12/22/89
(due to the expansion of a DOT right-of-way), for the reconfiguration of the existing docking
facility, boat ramp relocation and maintenance excavation (20' x 75' x 4' nlw) within the
existing high ground boat slip. The previously excavated area is currently the existing boat
ramp. Due to the shallow water depths (< -2' nlw), the applicant is proposing new excavation
within the existing 22 slip commercial marina basin with a bucket to barge method. A total of
2,230 cubic yards of material would be removed below nhw. The excavation dimensions are
v
Osprey Oaks Marina
3197 Hwy 24
Page 02
125' x 219' and have an average existing depth of -1.3' nlw. The proposed final depth is -
3.5' nlw with connecting water depths within this area approximately -4'nlw. The
excavation would be a distance of 5' to 10', depending on location, from the coastal
wetlands located at the southern property line. The spoils would be located on the
northwest corner of the property (100' x 100' area), enclosed with silt fencing and "wheat
bale" berms, outside of the AEC and a distance of 180' to 215' landward of nhw. The
typical boat to be served would be mixed types and have an average length of less than 25'
(determined through field verification).
11. Anticipated Impacts:
The proposed new excavation would disturb 27,375 ft' of shallow estuarine bottom and
allow the continued use of the recreational facility. The water depths within the basin
currently are an average of -1.3' nlw, with connecting water depths of -4' nlw. The
excavation has the potential to cause a temporary increase in turbidity during excavation
however no long-term negative effects are anticipated if a sediment curtain is utilized and
the excavation does not exceed a maximum depth of -3.5' nlw (help ensure adequate
flushing capabilities). No coastal marsh would be filled or excavated during this project.
The only "high ground" disturbance would be the 100' x 100' spoil disposal area, which
would be located 180' to 215' landward of nhw outside of the 75' Coastal Shoreline AEC.
HEATHER STYRON Morehead City October 12, 2011
September 20, 2011
Osprey Oaks Marina
3197 Highway 24
Newport, NC 28570
252-342-2029
Osprey Oaks Marina, Dredging Project,
This dredging project-will use one barge equipped with a hydraulic clam
shell bucket, and dump trucks. The area to be dredged will be excavated and
loaded onto barge with the hydraulic clam shell bucket until the barge is
loaded. The dredged materials will then be transported by barge to
designated unloading site. Once at the unloading site the material will be
transferred from barge by hydraulic clam shell to dump trucks. After the
dump truck is loaded, it will be driven to a Cama approved spoil area and
unloaded.
The above process will continue until the project has been completed. The
unloading site is adjacent to existing channel that is to be dredged.
The project from start to finish will take approximately 10 working days.
The proposed basin to be dredged is 219' by 125'with an average depth of 3.5'
at mean low water. The bulkhead shoreline will be sloped. This should help
prevent further sloughing of the shore line.
Milon Morton

ON MP-1
APPLICUION for
Major Development Permit
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant Landowner Information
ame
Business Project Name (if applicable)
{N
S{" rem 6,1?)K5 EXCai n 'T tCr1i
Applicant 1: First Name MI Last Name
ilk , ? L' a tJ M u
Applicant 2: First Name MI Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address PO Box City State
1
ZIP Country Phone No. FAX No.
?n'51 0 U- 3 A. 2-5L -342 - 2uzli ext. -
Street Address (if different from above) City State ZIP
e-VC-eK, Lai P 9"C"' e. AV, e- 2- 'd 5'7 r,
Email
V?Y1?. t'?i. J j ire e e LA 10
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2. AgentContractor Information
Business Name
Agent/ Contractor 1: First Name MI Last Name
Agent/ Contractor 2: First Name MI Last Name
Mailing Address PO Box City State
ZIP Phone No. 1
-
- ext. Phone No. 2
- - ext.
FAX No. Contractor #
Street Address (if different from above) City State ` ' IF"'_ s ?
Email .. _ f v
<Form continues on back>
Form DCM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple) Street Address State Rd. ff
r;r, -Lk 3+`$-+ 2-
Subdivision Name City State Zip
Pe ?1 r_5 S. e 0 W-17 N : 2S J 7 c
Phone No. Lot No. (s) (if many, attach additional page with list)
rr
GJ ? - 3 2 - ZL ?_)q ext. S (-, X3 7 Ci f
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
Leh:iti &A1: &-L. tC"'
c. Is the water body identified in (b) above, natural or manmade? d. Name the closest major water body to the proposed project site.
[]Natural []Manmade []Unknown

e. Is proposed work within city limits or planning jurisdiction? f.- If applicable, list the planning jurisdiction or city limit the proposed
[]Yes 7XNo w
or
k falls within.
;
A
LY,67tv-6-r Cc uNi y
4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
271 113?3.w Vii'.
c. Size of individual lot(s) %(a ' h r,, S9 * CC) % L 3Z) d. Approximate elevation of tract above NHW (normal high water) or
L Q 'Z' 5 C X I 5 VT, To .4 Po'„t ? NWL (normal water level)
(if many lot sizes, please attach additional page with a list) 9 F ®NHW or ?NWL
e. Vegetation on tract
i`f's SS ? t'' -e e-
f. Man-made features and uses now on tract
°A; _
9?Gac.k5 ? tj',..0LV-,z?3 ?
"It5 SMALL Off- ,(-e
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g. Identify and describe the existing land uses adiacent to the proposed project site.
k? Aytjr?AL
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
(Attach zoning compliance certificate, if applicable)
[KYes ?No ?NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? []Yes Nq
V i,1,

k. Has a professional archaeological assessment been done for the tract? If yes, attach a copy. []Yes [9No ?NA
If yes, by whom??'
1. Is the proposed project located in a National Registered Historic District or does it involve a []Yes RNo , QNA
National Register listed or eligible property?
<Form continues on next page>
Form DCM MP-1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ?Yes ®No
(ii) Are there coastal wetlands on the site? ?Yes ZNo
(iii) If yes to either (i) or (ii) above, has a delinea tion been conducted? ?Yes ?No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities. ,
o. Describe existing drinking water supply source.
ye J'r l
l? a -t ('
p. Describe existing storm water management or treatment systems.
S l0r rv% L) ATev, RLA?iJ OF(-' pv"?C
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ?Commercial ?Public/Government
?Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
CC>1-'nmo-CAL MArir-ifi f Bo'l i SL+iI5 -E PfArn?
c. Describe the proposed construction methodology, types of construction equipment to be use d during construction, the number of each type
of equipment and where it is to be stored.
13 At^3e, rrxLAUgi0v-J LttmP if' cks S P-? ctN SiYC2

d. List all development activities you propose.
i:)eC-nQ4 1
e. Are the proposed activities maintenance of an existing project, new work, or both? ,

f. What is the approximate total disturbed land area resulting from the proposed project? _ OSq.Ft or ?Acres
g. Will the proposed project encroach on any public easement. public accessway or other area XlYes ?No ?NA
that the public has established use of? P T .A
h. Describe location and type of existing and proposed discharges to waters of the state.
Q i 6 ?a N (.) -5 r CA c?-- 5 h e
i. Will. wastewater or stormwater be discharged into a wetland? ?Yes Wdi;UN
If yes, will this discharged water be of the same salinity as the receiving water? ?Yes, ,PNo j?NA
'
j. Is there any mitigation proposed? ?Yes"IgNo ?NA
If yes, attach a mitigation proposal.
<Form continues on back>
Form DCM MP-1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. Additional Information
In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) - (0 are always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name 1\1o:Th C:1 lr'z?L1,14 A r1':hejv v( TYqp..,-T'z1i:; : Phone No. 252 Z2_3 4'3Wi
Address
RZ r, ti ewe:; t4 /V _C L 5
Name ?
JaSe_Ph '-rZPc L_sK Phone No. 453
Address 133 Pe-`?r5e1D CirC.l2 N _`. ZV51a ?' 3r l3
Name '
Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
,?S1'`53 ?5Y,'c? CiCS r711)r,iua 1L-2-2-9 1`dI $7 a`.?p??(04KS r7l9r?i?i /8i-`'3S
t1?pr:zy 0,IKS ?Yl;Iri.vA SS-5-?i? -37553 te% L1kK5 /l1?r..y9 '31 ..1L c4 J 3?; r»APif 12> ca
3e'3gh Csp.'2y cUS ,ntir;..a C 11 ,04
h. Signed consultant or agent authorization form, if applicable.
i. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
7. Certification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge.
Date ??.301// Print Name l?t ?F?n< ?`t
f
Signature
Please indicate application attachments pertaining to your proposed project.
?DCM MP-2 Excavation and Fill Information QDCM MP-5 Bridges and Culverts
?DCM MP-3 Upland Development
?DCM MP-4 Structures Information

Form DCM MP-2
EXCAVATION and FILL
(Except for bridges and culverts)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities All values should be given in feet.
Access Other
Channel
(NLW or Canal Boat Basin Boat Ramp Rock Groin Rock
Breakwater (excluding
shoreline
NWL stabilization
Length
Width
Avg. Existing
. NA NA
Depth i U
tA Li-J
Final Project
Depth
3:511 , MLIJ NA NA
1. EXCAVATION ?This section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards. ?^ 1 r '? YYl ?i <J a LT-
2- 41 Ct /J ' ?i.t lj • L kY,4 1"C) S
(i) Does the area to be excavated include coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
?CW 6V4 ?SAV ?SB t1VI
?WL ? „ ?None
(ii) Describe the purpose of the excavation in these areas:
,ire47e- rV%0r z 01 P T h 5 .; 13 Ars
d. High-ground excavat' in cubic yards.

2. DISPOSAL OF EXCAVATED MATERIAL ?This section not applicable
a. Location of disposal ar a. b. Dimensions of disposal area.
oC) F%)( i0c?i. G'TS.0 e car LC?
- CrsA Q Omb '21, Af-C-1 I C. (i) Do you claim title to disposal area? d. (i) Will a disposal area be available for future maintenance?
jKYes ?No ?NA (KYes ?No ?NA
(ii) If no, attach a letter granting permission from the owner. (ii) If yes, where?
e. (i) Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
?CW NZ.9 ?SAV N/4 ?SB
?WL t414 ?None
(ii) Describe the purpose of disposal in these areas:
(i) Does the disposal include any area in the water?
?Yes ZNo ?NA
(ii) If yes, how much water are#$,p(fegted?

3. SHORELINE STABILIZATION This section not applicable
(!f development is a wood groin, use MP-4 - Structures)
,r U. Lengin:
?Bulkhead ?Riprap ?Breakwater/Sill
?Other :................... Width:
C. Average distance waterward of NHW or NWL: d. Maximum distance waterward of NHW or NWL:
e. Type of stabilization material:
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill Riprap
Breakwater/Sill Other
i. Source of fill material.
f. (i) Has there been shoreline erosion during preceding 12
months?
?Yes ?No ?NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
h. Type of fill material.
4. OTHER FILL ACTIVITIES W This section not applicable
(Excluding Shoreline Stabilization) or N
a. (i) Will fill material be brought to the site? ?Yes ?No ?NA b. (i) Will fill material be placed in coastal wetlands/march rr'w1
If yes,
(ii) Amount of material to be placed in the water
(iii) Dimensions of fill area
(iv) Purpose of fill
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
?CW ?SAV ?SB
?WL ?None
(ii) Describe the purpose of the fill in these areas:
5. GENERAL
a. How will excavated or fill material be kept on site and erosion b. What type of construction equipment will be used (e.g., dragline,
controlled? backhoe, or hydraulic dredge)?
_-SXT SCr,Lenl t.Jhz? ? SALL 5 Y?Ar?a y,)ii1, ky ,-\rAt Lic C. Arn 51%tLl f3-.cke.T
E ?;.M P 'r, r
?.cks
c. (i) Will navigational aids be required as a result of the project? d. (i) Will wetlands be crossed in transporting equipment to project
?Yes ?No ?NA site? ?Yes ®No ?NA
(ii) If yes, explain what type and how they will be implemented. (ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.

Date Applicant Name
Project Name Applicant Signature
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~ + aR \ PEARSON BROAD CREEK SUBDI 2 y` \ CREEx O f t ' M . Bk. 3, Pg. Il5 of the' Carteret County Register
\ recorded rn p of Deeds.
° I CARTERET COUNTY, N. C. Q) 0
WNSHIP 1 WNI TE OAK TO SCALE: I" = 40' w z
DECEMBER l8, 1996 Q
AMENDED- JANUARY I8, 200!
V I C I N I T Y .MAP FEBRUARY 19, 2001 W D. DAN l EL S JR. (Not To Scale 1 APRIL 26, 2002 R.L.S. (L-2673 I
BOX !63 AUGUST 22, 2002 P. 0,
SEPTEMBER 11, 2002 pAV1S, N. C. 28524 , " 3 m a
PN.: (919 1 729-1553 +
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- - ~ ~ _.r 'ep 1 l c ~ ~ ~v . ~ ~„~a~ w, / r . u Onar IE a tank „g"•avc Ae C01 a o FFe r Hr,t' ~ ~ ~ SW cot, / The coiner of a bulkhead at the $W corner of Croak Alley and.
~ 12. s' ~ 522 a •v. I ~ ®~`,LY ~ 8 the NW ' j•` , ti the NW corner of Lot 8 of the
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o / . lfnpar,Dlers E'~ N 81 02
~ .11.5'•+ !0, 22' elev ~ ~'^N I 3"~3 ~ E ~3 .r^`~ LEGENDt n Tev,~ ~ elev. +e5e9, \ aapc . ~lev. ~ ,Y ~r22°~,,~ ~ ~ 65 to paint C
~ ° 3 O Q ~ 22 RiW ° ri ht-of-way 9 ~ v`vlr~ie ~ ~°~<y 5
Cil ~ centerline ~ v venl ~ \a `
n O 1 FFE finish floor elevatro ~ elev. 3.2' + ~5;`'H
N. G. V. D. = National Geodetic Vertical Datum r3.2" ~wv.' ere eiev. °E
= North Carolina Secondary Rood N ~ dce" ~ i3°51 N,. C. S. R. ~ i s ~ ~ y' ent of Trans Dilation hoer +~t~ QO ' S ,D~~°"
N, C. D, O, T. =North Carolina Departm P ~en pa 0, 'f~• 13. T ~ / cf Q ~ ~ ,
+ sot elevation elev. ~ qg ~ ' P ~ existing 1 overhead utility lines ~ -u. ~'~'---~u ~ / Iron slake r
on line i€E~k REC
s variable widths 12,z// ~ proposed dock erev, / bv! bead 87 % •
~ s ~ + I~I existing docks, to remain ~ •54 f I i l 2 °0 J ! 2011
emoved w ~ y9 existing docks, to be r o, y
w ~ .
e roposed pilings, other than dock pilings o- / . • t~~,t~t_~~~t. P cb 1s. t' 5g'.
existing pilings, to remain ~ elev, + 05 ' 2 ~d exrstin dings, to be removed \ ~i` .y
9 P ~ ~ 1
es ~ Re l5 f ~ e~+ 5g AQ *~i ~
~ I ~~o'~": ~ 225' ~`~I^ P9' • C~~ ~ NOTES' ~ c ~ ~ 15
- 2 ~ d~ `J Reference; P. I, N. - 6316.04-60-9104 ~ ¢5 ~~~~~~'4~2i~,~~3++1f P~Iy^lyrlfl~ f
Book 486, Poge 339 P ~ ~y~~~,~tpltf} Deed P E 5 ;~,~~a. • '~r:
Map Baok 3, Page 115 ~ ,+y `h M.~` 1/.. ei41e! °s°" eyeretei *tit ri.
RiW information provided me by N. C. D. O. T.. \ 11_x' + ex isr;ng 1 also, on i e J° 5 .P~~ ~ Ir p p „ ,=fit 8x. M, ~ + l C1
r, Vertica( datum according to - p. F Elevations are based on National Geodetr !s_._,_.o tf
N. C. Geodetic Survey monument CAR l3 erev. a5 "A5', and "A7 according to ~ ~
ro err falls in multiple zones "B", "C°, q P p Y unit Pane! Number 370043 0652 C, map revised ~ F, E. M, A. map l Comm Y '~+rntxrtteye~i°. +
areas, Zone °A5" ire°~R j%~ 08-I9-85 Zones "B and "C" are not flood hazard a r !r,
/evatlon of 7, 0' N. G. V, D. ~r'lrtrl;~, Is a flood hazard area with a base flood e
one °A7" is a flood hazard area with a base flood elevation of and Z Of precision does not exceed an
8. 0' N. G, V.D.. The rotlo of precision d - 5 acres fi- error of closure of~ losure of 1 10,22 +
Area landward 71, 838.6 sq, f t. - l.6
Area seowdrd 31,527.7 sq. ft. a 0.72 acres fi-
e