20041549 Ver 1_Complete File_20040917

MEMORANDUM
TO: John Dorney Regional Contact: I Steenhuis
Non-Discharge Branch WQ Supervisor: R Shiver
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Jerry Reeves / Hammock Watch Subdivision County Pender
Project Number 04 1549 County2
Recvd From DCM Region Wilmington
Received Date 9/17/04 Recvd By Region
Project Type
Certificates Stream
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req.

Mitigation Wetland
MitigationType Type Acres Feet

Is Wetland Rating Sheet Attached? Q Y O N Did you request more info? Q Y Q N
Have Project Changes/Conditions Been Discussed With Applicant? Q Y 0 N
Is Mitigation required? p Y O N Recommendation: Q Issue Issue/Cond O Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments: /
cc: Regional Office
Central Office Page Number 1
A74 ?" A
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Charles S. Jones, Director William G. Ross Jr., Secretary
(Express Permit)
September 13, 2004
MEMORANDUM:
0p 0#•1549
TO: John R. Dorney
Environmental Biological Supervisor
Division of Water Quality
FROM:
SUBJECT:
Applicant:
Project Location:
Proposed Project:
Jason Dail
Express Permit Processing Coordinator
WETLANDS/ 401 GROUP
SEP 1 7 2004
WATER QUALITY SECTION
CAMA/DREDGE & FILL Permit Application Review
Jerry Reeves of Hammock Watch Subdivision
Intersection of Dogwood Lane and Washington Acres Road, adjacent to the AIWW
and Topsail Sound, in Hampstead, Pender County.
Proposes to develop a 14-lot subdivision including roads and utilities.
Please indicate below your agency's position or viewpoint on the proposed project and return this form
by October 6. 2004. If you have any questions regarding the proposed project, please contact Jason
Dail 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
127 Cardinal Drive Ext., Wilmington, North Carolina 28405-3845
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal opportunity \ Affirmative Action Employer -50% Recycled 110% Post Consumer Paper
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT p o4.1549
1. APPLICANT'S NAME: Mr. Jerry Reeves for Hammock Watch Subdivision
2. LOCATION OF PROJECT SITE: At the intersection of Dogwood Lane and Washington Acres Road, adjacent to
the Atlantic Intracoastal Waterway (AIWW) and Topsail Sound, in Hampstead, Pender County.
Photo Index - 2000: 26-336 E-H, 19-21 1995: 26-318 P-T, 12-14 1989: Not Available
State Plane Coordinates - X: 728303 Y: 66072 Rover File: 0-070118A
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 7/1/04, 9/9/04
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received - 9/9/04, completed 9/10/04
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Pender County
Land Classification From LUP - Resource Protection/Conservation
(B) AEC(s) Involved: ES, OR
(C) Water Dependent: No
(D) Intended Use: Residential Subdivision
(E) Wastewater Treatment: Existing - None
Planned - Private individual sewer systems
(F) Type of Structures: Existing - None
Planned - 14 lot subdivision including roads and utilities
(G) Estimated Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
(A) Vegetated Wetlands
Coastal
(B) Non-Vegetated Wetlands
(C) Other - High ground
Graded 2.36Acres
(D) Total Area Disturbed: 102,801 sq. ft. (2.36 acres)
(E) Primary Nursery Area: Yes
(F) Water Classification: SA-ORW Open: Yes/No (see below)
8. PROJECT SUMMARY: The applicant proposes to develop a 14-lot subdivision including roads and utilities.
Jerry Reeves
Page Two
9. PROJECT DESCRIPTION
Applied Resource Management, P.C., on behalf of Jerry Reeves, has requested that the attached application be processed
under the Express Permit Review Pilot Program.
The applicant's project is located off of Dogwood Lane, at the intersection of Dogwood Lane and Washington Acres Road,
adjacent to the Atlantic Intracoastal Waterway (AIWW) and Topsail Sound, in Hampstead, Pender County. To find the
property, take Highway 17 North from Wilmington and turn right on Washington Acres Road. Head east on Washington
Acres Road and turn right onto Dogwood Lane. The property is located immediately to the left at the intersection of
Dogwood Lane and Washington Acres Road.
The Hammock Watch tract is a 10.33 acre parcel that is dominated by both coastal wetlands and "404" type wetlands. The
high ground portion of the tract is mostly cleared of vegetation and ranges in elevation, between 3' to 31` above Normal
Low Water (NLW). The upland section of the property is dominated by Oaks (Quercus spp.) and Red Maples (Acer
Rubrum). Southern Wax Myrtles (Merica cerifera), Yaupons (Ilex vomitoria) and Red Cedars (Juniperus virginiana) are
located in the lower sections of the high ground on the water ward side of the site, bordering Topsail Sound. There is an
existing dirt road that enters the property from Dogwood Lane and continues east across the high ground section
approximately 600 feet towards Topsail Sound.
The tract has approximately 700 linear feet of shoreline along Topsail Sound. The high ground vegetation is bordered by
transitional species including Sea Oxeye (Borrichia frutescens) and Grounsel-bush (Baccharus halimifolia). High coastal
marsh vegetation, including, Black Needle Rush (Juncus roemarianus), Spike Grass (Distichlis spicata), Sea Lavender
(Limonium, spp.), and Glasswort (Salicornia). Salt Meadow Grass (Spartina patens) complete the transition to the waters
edge where Smooth Cordgrass Marsh (Spartina alterniflora) is the predominant species. The shoreline in this area is not
bulk-headed. The proposed development averages approximately 200 feet landward of normal high water (NHW), along
the eastern edge of the property.
The waters of Topsail Sound, adjacent to the project site, are classified as SA-ORW by the North Carolina Division of
Water Quality. The area is designated as a Primary Nursery Area (PNA) by the N.C. Division of Marine Fisheries.
According to maps provided by the Department of Environmental Health, Shellfish Sanitation Section, the area located
immediately north of the project site is CLOSED to the harvesting of shellfish, however, the waters bordering the subject
property to the south are OPEN.
PROPOSED PROJECT
The applicant proposes to develop a 14 lot subdivision. Development would include grading and filling approximately 2.36
acres of the property for road construction and lot preparation. Individual lots sizes would average 20,000 square feet - a
density of 1.64 units/acre. Access to the lots will be provided by the construction of a single road (Hammock Watch Way).
The road would provide the subdivision with one entrance and exit from Washington Acres Road. The asphalt road would
terminate in a turn around cul-de-sac at the eastern end of the property. Hammock Watch Way would consist of a 50 foot
right-of-way and a 22 foot paved asphalt surface with an ABC stone sub-base. The road would be constructed with curb and
gutter, utilizing curb breaks and vegetated swales to control stormwater. The applicant has received a Low Density
Stormwater Permit issued by the North Carolina Division of Water Quality. The Express Stormwater permit application was
received on 6/9/2004 and was permitted under DWQ State Stormwater Permit No. SW8040520. According to the site
drawings, the total built upon area for each lot would be limited to 6,000 square feet.
Jerry Reeves
Page Three
In addition, the applicant has an approved Sedimentation and Erosion Control Plan (No.Pende-2004-321), which was
validated on 6/16/2004 by the Division of Land Quality. Water would be provided to the subdivision by private individual
water supply wells.
As proposed, no portion of the subdivision, including but not limited to the dwellings, eaves, access roads, driveways,
streets and/or sidewalks will impact any portion of coastal wetlands or "404" type wetlands. The applicant has indicated
that individual lot development would be handled under the CAMA minor permit program.
10. ANTICIPATED IMPACTS:
The initial grading of the property would result in the disturbance of approximately 2.36 acres of high ground. The
proposed street and utilities would result in the creation of approximately 25,711 square feet of impervious surface. Total
impervious surface coverage, for road construction and utilities installation, within the 575' Estuarine Shoreline AEC would
be 3.6%. Future individual lot owners would be required to obtain CAMA Minor Development Permits from the Town of
North Topsail Beach for each lot.
Submitted by: Jason Dail Date: September 13, 2004 Office: Wilmington
Recommendations for State Permit - Jerry Reeves
It is recommended that a permit be issued subject to the following conditions:
• In order to protect water quality, runoff from the construction must not visibly increase the amount of
suspended sediments in adjacent waters.
• In order to protect water quality, runoff from construction must not visibly increase the amount of suspended
sediments in adjacent waters.
• Appropriate sedimentation and erosion control devices, measures or structures must be implemented to ensure
that eroded materials do not enter adjacent wetlands, watercourses 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 minimum 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 obtain 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 many 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.
Form DCM-MP-1
(To be completed by the applicants)
b. City, town, community or landmark
Hampstead
1. APPLICANT
a. Landowner:
Name Jerry Reeves
Address 2110 Washington Acres Road
City Hampstead State NC
Zip 28443 Day Phone [phone]
Fax
b. Authorized Agent:
Name Ellen Cornette, Applied Resource Mgt., P.C.
Address P.O. Box 882
City Hampstead State NC
Zip 28443 Day Phone [phone]
Fax [phone]
c. Project Name(if any) Hammock Watch
NOTE: Permit will be Lamed in the name ojthe landowner(s), and/or
project name
2. LOCATION OF PROPOSED
PROJECT
a. CountyLender
c. Street address or secondary road number
SW Corner of Dogwood Ln & Washington Acres
Road
d. Is proposed work within the city limits or planning
jurisdiction? Yes X No
e. Name of body of water nearest project (e.g. river,
creek, sound or bay)Atlantic ICWW &Topsail Sound
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
Construction of streets and stormwater svstem prior
to construction of dwellings
b. Is the proposed activity maintenance of an existing
project, new work, or both? New Construction
c. Will the project be for public, private or commercial
use? Private
d. Give a brief description oiL ads of
construction a s?F r osed
project. o cc d, plea ach
additional na?d?. onventional construction f eets

APPLICATION
Revised 03195
Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 10.33 Acres
b. Size of individual lot(s) Min. 20,000 Sq. Ft.
c. Approximate elevation of tract above MHW of
NWL High31', Low 3', Average 17'
d. Soil type(s) and texture(s) of tract
Alvin Fine Sands, and Pactolus Fine Sands
e. Vegetation on tract Sparse vegetation on western
vortion, scattered trees and underbrush throughout.
f. Man-made features now on tract None
g. What is the CAMA Land Use plan land
classification? (Consult the local land use plan)
Conservation Transitional
Developed Community
X Rural Other
h. How is the tract zoned by local government?
R-20
i. Is the proposed project consistent with the
applicable zoning? X Yes _ No
(Attach zoning compliance certificate, Japplicable)
j. Has professional archaeological assessment been
done for the tract? Yes X No
If yes, by whom?
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes X No
1. Are there any wetlands on the site? X Yes _No
Coastal (marsh) X Other
If yes, has a delineation been conducted? Yes
(Attach documentation, ljavailable)
in. Describe existing wastewater treatment facilities.
None, dwellings will be served by individual septic
systems
n. Describe location and type of discharge to waters of
the state(For example, surfacce runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down" and residential discharges.) Surface run-off
to swale to retention pond at corner of Wash. Acres
Rd. and Dogwood Lane.
o. Describe existing drinking water supply source.
Individual potable water supply wells will be
installed
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
A copy of the deed (with state application only) or
other instrument under which the applicant claims
title to the affected properties. If the applicant is not
claiming to be the owner of said property, then
forward a copy of the deed or other instrument under
which the owner claims title, plus written permission
from the owner to carry out the project.
• An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on a 8 ''/z" by 11" white paper (Refer to
Coastal Resources Commission Rule 7J.0203 for a
detailed description.)
Please note that original dra d and
high quality copie I -line
prints or r p e a Ptable 1 if an
adequate b ity copies are pr id by
applicant. Contact et W-jOrmy S of
Engineers dinfaat agency's use Of lar per
drawings.) a or local r epat
requiremen d it r Qo Mailed to
guide agency peptBeef a iliar with the area to
Revised 03/95
Form DCM-MP-1
the site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
• A Stormwater Certification, if one is necessary.
A list of the names and complete addresses of the
adjacent (riparian) landowners and signed and
returned 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 divisions of Coastal
Management. Upon signing this form, this applicant
further certifies that such notice has been provided.
Name Raymond Hughes, Washington Acres, Inc.
Address 2033 Washington Acres Rd, Hampstead, NC
Phone [phone]
Name Duane Seward, Et. Al.
Address 8824 Olympic Lane, Wilmington, NC
Phone
Name
Address
Phone
• A list of previous state or federal permit issued for
work on this tract. Include permit numbers,
permittee, and issuing dates.
• A check for $250 made payable to the Department
of Environment, Health, and Natural Resources
(DEHNR) to cover the cost of processing the
application.
A signed AEC hazard notice for projects in
oceanfront and inlet areas.
A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A -1 to
10) If the project involves the expenditure of public
funds or use of public lands, attach a ststement
documenting compliance with the North Carolina
Environmental Policy Act.
6. 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
conditions and restrictions contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
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.
This is the August day of 31 2004
Print Name Elie-4,, T dr y
Signature l
Landowner or Authorized Agent
Please indicate attachment pertaining to your proposed
project.
DCM MP-2 Excavation and Fill Information
X DCM MP-3 Upland Development
DCM MP-4 Structure Information
DCM MP-5 Bridges and Culverts
DCM MP-6 Marina Development
NOTE. Please sign and d e a to h es
pace provided at bo om jeac ?orm SEP 10 2004
DIVISION OF
COASTAL MANAGEMENT
Revised 0"5
Form DCM-MP-3
UPLAND
DEVELOPMENT
(Construction and/or land disturbing activities)
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.
a. Type and number of buildings, facilities, units or
.structures proposed Access Roads
b. Number of Lots or parcels 14 Lots
c. Density (give number of residential units and the
units per acre) 1.64 Units per acre
19 ckn iks q-&.1 CA
d. Size of area to be graded, filled or disturbed
including roads, ditched, etc. Approximately 2.36
acres
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 the land disturbing activity
begins. If applicable, has a sedimentation and
erosion control plan has been submitted to the
Division of Land Resources? X Yes No
If yes, date submitted ECP#2004-321
f. List the materials (such as marl, paver stone,
asphalt, or concrete) to be used for paved surfaces.
8" ABC Stonebase, 1-1/2" NCDOT 1-2 Asphalt
g. Give the percentages of the tract within the 75 feet
of MHW or NWL, or within 575 feet in the case on
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. 2.36 acres
3.(0 l v`?
Revised 03/95 011 1 I
h. Projects that require CAMA Major Development
Permit may also require a Stormwater Certification.
Has a site development plan been submitted to the
Division of Environmental Management for review?
X Yes No
If yes, date submitted May 24, 2004, SW8 040520
i. Describe proposed method of sewage disposal.
Individual Septic Systems
j. Have the facilities described in Item i. above
received state or local approval? No
(Attack appropriate documentation)
k. Describe location and type of proposed discharge to
waters of the state (for example, surface runoff,
sanitary wastewater, industrial/commercial effluent,
"wash down" and residential discharges).
Surface runoff to shallow swales. See attached
plan showing locations of stormwater/erosion
control plan
1. Describe proposed drinking water supply source
(e.g. well, community, public system, etc.)
Individual water supply wells.
m. Will water be impounded? Yes X No
If yes, how many acres?
n. Ifthe project is a oceanfront development, when was
the lot(s) platted and recorded? N/A
V',JASV AN AGEMENT
GQ ASTA? M
Hammock Walk, Ellen F. Cornette, Agent
Applicant or Project Nance A
X-

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N.C.," 1970 Sr?? 1 9
Contour Interval = 5' O1v 1S?pN GEMENT
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TITLE: Site VicinGu f, ity Map FIGURE:
pplied ReSOUrce Management PC
P. O. Box 882, Hampstead, NC 28443 JOB: SCALE: DATE: DRAWN BY:
[phone] FAX [phone]
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41 ut Street
North Car0Una 29401
OCK WATCH
i'•., • -753 -5100
0-7e3 -5531 ENDER C OUN'T'Y, NORTH CARO LINA a
c;4 Nt?
C~- CURVE TA6LE CURVE DELTA TANGENT RA I ~
PAIR±~~ c. a~I~T~w C~PTIr -~;f~ ~ F~ ~ , ~ ` - - - I . ,T I htlS PC~OF.~.TY 1'~A5 S~JP,JEt'ED AND MAP D~,a44`N UND~.R MY SUPERUISIO`~: I~ I ~ I GUS Cti.CtnF;ttP„ CHOP,O y`~ CI 37°32"05' 76,3 " ~ . t I 224,57 529 2232"ti'; 144,50 ~
DESCPlPT~ON AS 5h~0UdN ON TtfE' FACE OF Tt11S PLT, RAT10 OF PRECISIOh~ AS CkL:UtATED BY IP f " C01N LITER ! ~ C2 33°45`21" ~ 76.31 251,50 N27°2;3'If"^= r a ! ,6,04 ~~S
~ : ! O,ooO~-; TE`~AT TIDE ~ouNDARiE~ r'~10T ~u~v~~D ARE sHO1~rN eY ~ROrEN ~o,_s PLOTTED f I o~ I C3 80°40'05" 40,38 47,56 50~°QI'g5•~+z 6156 9
i,~lPQP.MATiOhJ REFERE~~lCED; TF1AT TtIlS PLAT INAS FP,EPAP~D IN AGGOP,DANGE I~IITH `~~lE TA ~ ~ ! ! - _ --I 5 ~vDA„D5 OF ? C4 22°09'39" 57.E4 29(.76 N25°13'25'4,' P Iz.l4 17 C5 f7°53'1 I" 39.27 249.57 535°I1':~~'~'r 77.59
P°~r~fCE FOR U~ND SlJ'VEYi,NG IN aNORTii CAROLJN;'t"~ 4'VET,~JE 1 f ! I 5S !1Y OP OINAL SIGD..e UPE, IICENSURE I I ~ ~ ~m C6 i 9°38'54" 43.22 249.57 S20'25'S~E", o~ 85. ! 6 ~ E
o'iuCUfEE,P AI~~ ~ f~ I I Q p Q ~E t T~ .15 l ~Tki DAY OF ,DULY A.D, 2C04. I I Q 3 p f I I I ~ _ C7 1! °39' 12" 23. I I 22G.50 N 1 G°1?C'C~~"~: 45.99 S
II ~ C8 22°06'09" A4.24 226,50 hl33' I ~'.}6',. 86.83 t!
I I i ~ flL o C9 39°06'56' t5,99 45.00 sJ ~ v 59°1T~2'; ..O.P3 v ~~y, CIO 76°56'47" 47.68 60 a Ic
I ! - z a ~ I I ~ o .CO 5.O L ~ 1 f 74,66 ~ C, i I 53°3 f `30" 30.26 60.00 52=°5 ~ :~2 ~C. 54,04
~ I I ~ 1 I I W w t,12 49°33'53" 27.70 60,00 576=2•.';3•?'~ 50.30
PATR1~'t~ C. BRI~TO~~ I I r a[ I I I = a Q C13 58°,12'16" 25,3! 45A0 N7!'S`~'?_2~`,1` 4•! I C 14 9°2739" 4.96 60,C0 ~ 2
f ! ( ~I~ z ~ J3 P,"~, ~~2~ 9.90 ~f~8 L 15 59°03'03' 33.98-- 60.C0 N02'4 v
f II ao ~ ° " O.,ry~ X9.14 ~ r ' ~ C 16 60 02'24 28.89 50.00 502' c i'r t`<~ , 50.03 ~3
I I ~ - U f I I 0 to ! I = cD ~ G ` C17 47°54'46` 22.22 ~ 1.~ l ° 50.00 55 ;"t.~ ' 40.60
II f ! ~ ~iR ~ C18 734423° 37.50 50.00 ` o~,z' ~ ~ ° " Ns~7~.,CC.: 60.40 a p ~ ~ I C19 44 3930 20.54 50A0 4JO8a, i'1~)`,~: 37.99 ~
! I ( ~ ~c ~~y C20 0°33'53" ~ ~ ~ C~~ ~ 1.56 316,76 N 14°25 3 I ','a'
,~~c. f i 1 { 3.12 i t:2f 20°24`17° - C~ r 57.01 316.76 N24°~~.`37`'.~.' I P ~ ~~I
coNTROL I I r 1 ~ C22 I i 1'29" 3.29 316.76 td35"42'3f?',t~ 6.59
~.s 13'e rc>=1o'°- i~._ 1 CORNER I r--•. _ - r...- ~ I C23 • 80°40'O5° ! 9, 15 22.56 50`0" ~ 15 25,20
~ I C24 29"46'05" 73.49 276.50 Pd29°2 3 ti_ 142.05 R~L P(~VATE) I C25 3"59`16" 9.63 276.50 N12°" '
:CG13~_ 19.24 r ~ C26 37°32'05" 67.81 ! 95,57 523°22',32","~~ € 28 4 I
t~ePTl~lr; = ~ I ~ ° ~ - coRNER _ I~r~SJ rlri~ - ~ N38 26 54 W r _ L - - _ - _ _ ~ ~ 6 11'00" z.43 45.0o V39°z~~,,.,.4~, ,t,a5 NQT TO SCALI:
~t~ttu~~ra~tgrrr CFi. ! ! 3.79' ~ 277.5 /~j~ ~ o'++ t;1 Cq `~~i r;. ~ ~ CN. f 29~` - 54 15 12G"~ lfC F•IG~T OP WAl'~ ° tx I C28 4°44'13' 40.74 984,93 53u 2J14~ ,g~,4f I G29 ! 4°37' 10" 122.49 954.93 S3~° ^ I
@.'~ ..,,.,ti:~~4 4i, C,r..5. "(~OG~,~~~i7` ° .70 ° ,41 "F 82 {&0 PU6 ~ Jx~ , p~~ss rr0~r~tIN6 w z I ra~+0.~N5 531 pg~13" I 541 i 7 S.R. # 15 243,86 ~0 3a ~ ~ 243.00 I C31 9°08'29" 20.11 251.50 N I8"22'34; .10.08
~ 54 I °51 26 E ~ ? ~ ~-0 ~~jii~~.'; ~A5T1PI(~ = 2358955.162 0.98' ,20 I C32 21°25`O3" 47.56 251.50 N33°35'2G; 93.47
f : X30 0 ~ 3Q~0 ~ " - - PiNC71ED TOP I C33 36°58'18" 15.90 47.56 525°52'~12~'1r 30:16
ara• EiP - era. i~P .32.65 --Z" ~ I I I 10' X ' {.-4'I48 _ I Pir~c':EOtoe P~r;crEO-oP 2 ~ HIV 70 51GHT z ~ Qm m ~ IA ° C34 2[°30'13" 9.03 47.56 503'2i'33'~ 17.74 SuRV~ REFERENCE I C35 22°I 1'35' 9.33 47.56 ~ °
y ~ ¢ w.~t .~I w DI9TANCEEASEMENT '25 I I t3.3I TRACT # I MAP BOOK 14 PAGE 7$
SUF~ ,~0~ . ~ t ~ ~ ~ f0? ~ W {TYPICAL) 0, DEED BOOK 21 12 PAGE 183 NOW OR FORMERLY
w w ~ I~ ` w 6~ - ri, grrr G. ~r~d+ ~ , 6y rn Ui I W I I DEED BOOK 4 f 6 PAGE 390 R.E. HUGHES r-
renFi O LOT ~ I j Q I DEED 800K 560 PAGE 007 DB 1664 PG 26 I NOW OR FOi°,(V1ERL Y MAP BOOK 37 PA
~~r~ 200 r~ ` I ro ? 1 ~ I Z I GE I ~ G~ R•~• HUGHES MAP BOOK 37 PA
~ aRAINAGE ~ ~ ~ I~ j j GE 497 ~o ~ DB ! 664 PG 26 I
- 1 AREA l w ~n 1 ~ I 0
N . N ' 1 I ~ 0 n 314" EIP j = j l~-~ L
o. ~ ' ix ~ } ~ I PINCHED TOP
CEP.TIFI AT = =ti ~ O 2 / \n ~ cr~st~nc I C E FOR THE U.S. GORPS 0, IGINEERS: of ~ ~ ,~Y~ 0.16' NORTH ~ ~ 1'' ° ° OF uNE 1
i 1-~ ~ S - - - - 536 1814E- 773.36' ~ ~
1 0 0 , \ \ ,29 100,00' 110, T - -_1.____ _ ( 00 42.47 257.20'(TIB) - - - _
THIS CI<RTIFIES THAT TH15 COPY OT TI11S PLAT ACCUFATE Y ~ ~ O O ` h °30 I L DEPICT5 Th1E 60UNDARY ~ 2 ~ \ i rn v 1 30' ACCESS EASEMENT O ~ ~ - -
OF T(-iE .JUF,15D#CTION OF SECTION 404 OF THE CIEA'J WATER ACT PUP \ ~6~Q? I `SUANT TO THE R ~ z p C' , 9
987 MANUA(. A5 DETERfv11NED SY THE UP~DER5IGNEC~ ON TfflS DAT rr / ~ ~ \ ~s I E. UNLESS ThiERE IS ~ ~ p ~ / , , J \ I ~T' ____473.97_--.__._.- /tip ~p\ ° ~ ( CAMA LINE - _ .,Ills.
A CHANGE IN THE LAW OR OUR PUE~LiSHED REGULATIONS, THIS DETEIZMINA I sn °~3j ~h t~ X TON OF SECTION { 2 ~ `d \ C' I (B, OT BRS} / 6', 1 I f d~ F
404 JLJRfSDICT10Pf MAY f3E RELIIrD UPON FOP, A PERIOD OF FfVE YEARS F ~ ~0 v'~~ \ LOT I ~ ROM T~~ilS DATE, ~ ~ y k ~ 0, C\ S \ 0.50 acres±{NET) I 404 JURtSDIGTIONAL O ~ F \
~ ` ~ / Ott rn 6,\ ~ 0.65 acres±(GROSS) . i~ I - w _ I w _ BOUNDARY LINE 6~ i / ° I ~ iv LOT I i 1'~' ~ l
p° a y ~ ~o N ~ -I .
w b LOT 2 7~ ~ ~ 51GNATURE OF U, 5. ARMY CORPS OF EN y ~ tS n O GINEERS OF-ICIAL 1~ ~ 1 N Io I0 ~ . I m ! .05 acres_ G } 0 NI w O O N Q~ i~3~ / Flo ~ NI_ a ~ ~ 23 / ) ~ MEAN HIGHWATER +
- D ~ \ ~r ~ ~ I LOT 13 o I ~ N LINE_ mN LQTl2 w I ~ 3 /
~ ~ ~ \ ~ ~ ~ i , N I 0,46 acres{NET, LOT 13 ~n I I 3 ~ 1 ELEV. = ` z 0.52 acre + N I N I i ~ / / + I s...{ E1'l ~ .46 acres_{NET) ~ I O ~ /
~'I ° ZZi ~ n 1 DAT pF 51GNATURE ~ o OS~ 1 w1 10,52 acres±{GROS 0.59 acres-'•(GROSS I w I ° ~ N ~ 2 acres± GR055 ( } U I 536 1814E ~ 3 ~ ~i / /
G~ ~6 i 0~ n N ~ Q o~ ~ 5 cr 1 { ) ="I U _ _267,53-- i 'V ca Q ~ I 22 _ ~ / / . 0.28 acres± >1Jrt.
>Q~ aoa4olt4S a ~ ~ J.G. TI10M ~ ~ 1 MMO CK J.G. THOMAS, SR. IHEIRS w I - _ ( 8.33cr1B} ~ / ~ 0 ~ ( O / / v TRACT 2 ,
~ z I ~ ~ MAP BO K ~ ~ o .>a I -Imv~., 2 / MAP BOQK 37 PAGE 497 ~ I 1 o urluTY BASEMENT ~ / ~ z' ~ MB I P •
~ ~ W AT Ch ° UVAY ~wyN 1 N ~ mI~ 0~ ~0S• /p ~
w 1 1 ~3 , o w (50 PRIVATE RIGhiT OF WAY) n ~ \ 69.70' 93.4 I y ~ w `-E------- vI i ~ .v / ~ ~ / CAMA LINE 93.41 I m LOT i 0 h~ ? w / - ` C ~ - m O 0,60 acres h °ti p~ ~P / ~ (BY OTHERS)"
~ ~o ° g - O_ V f ~ N36 l 814`W N36° I' i ` , ~ ~ 8 4°W
rn p LOT 3 , C 69.70' I p 2.56 - a _ 93.41 l ~ a - 3 N ~ ~ I . / / 2 r.
~ 3~ N O~ , a ~ I { 6 W~ N35°39'Z " ro 7,95' \ I (x'
a°la5 ~ Q~/ to CN.6.59'(ffE ~ y5~~ NI_ - } . ,6W j ~ I / /1 . _ c~ N75 5 i 25 E (30,0 536 1814"E _ ~ / /
1 189 . ~n r` / n 85,34 $5,34' _ - L - - - _ 204.52 / / ~ ~ 25.00 ~ ! 70,38'(fIE _ /
r- 0r'~ Nlm 3 1N / I ~ 'l ~ " ) ~ / U C~\ ti . I _ N / / ~ ~ NOTE: Tt1E5E LOTS ARE LOCATED
~ ~ to ~ ~ o I i s~ 0 . S fro N ~ O ~ / / IN ZONES C, B 4 A! I E
I ~ ~ I i 4 ~ z / ~ LOT 4 / I /2 { 0 0l ~ o ~ 3 ~ ! ON / (LEV t l) j . 0 Ica z .A FIRM COMMUNITY PANEL
° ~ ~ I4N 0 / , I ~ N o \ / LOT 9 _ / #37034a o529 D
CAMS FROM "A" TO "B° / / / C! I ~ / / 1 LIR11n BEARING LENGTH LINE BEARING / / I ~ 0,46 acr + ~ I a / ~ I C'~~ es_(NET) ~ rn _ °2 /,y~ DATED: JANUARY 6, 1995
LENGTH ~ / / ~ L 1 575° 10'45"W 3.94 L39 N84°26'05"W 8. _ / / / ~ I N 6~ ~ S 0.5 I acres* GR /oj / ~ S p ( 055) n ~ l ~ ,p~ I C11 • a / ~ / N F°~o I ~ °~h
21 ~ / / / to 1.2 575°22.'J 2"W 7.38 L40 N84°39`03°W 9.98 ~ / ~ N I O cn I ! , 0. / /
L3 S7 J 56 i 5 w 4.42 L41 N85°46`40`W 16, i 8 , ~Q ~ /~a ~ w I - ~ Iv S.\ 3 / ~ / _ 10 ~ I i 536° 18' f 4°E ~ ~ cu ~'B c~ - - _ 186.13' / /
L4 563 56 42 W f 0.17 L4Z N88° 15"28"W 6, 2 6? / ° ~ N I - - I • z 0 I ~ ~ / LINE TABLE .p W ~ W 30,59(flE) ~ 3 LINL' BEARING
3 ~ ~/p,,. ~ f p L5 563°20'32"W 7.88 L43 587°36' Z / m ' " 0' 53'4'V 4.03 / 2 ~ Q f~ ~ LOT - I +I I cn O ~ / / LENGTH LINE BEARING !~NGTI1 ~ ~ - p cU f / L77 Pd46°1$'11°E 20.4 °
L6 548° ° ~ ~ I / / ~ ~ 7 53 40'W 6.48 L44 S76 3 ! 4 I 'W 3.48 / / taP L T 0 LOT 6 I ° " ~ / ~ 0 5 ~ 1 0.49 acres± LET 7 j ~ W j , ~ ~ / $ L 114 575 4040 W 4.94 ~ m ~ W trJ ~ / >tlic L7$ N46°33'55"E °
L7 549 3202 8.91 L45 S67°28'58"W / / / ~ ° ~ 0.43 acre5±{NET} (NI LEGEND x.17 0 ~1~ l 0.49 acres~(NBT} I ~ ~ IJ 00 / n ° " 4,42 Lt 15 575 5217'W 9.69 u tr Ln LOT 8 , / ~ L7., N67 1041E 3.7$ ° ~ ,
L8 S51 °58'26"W 4.03 L46 ~ / / ~ ~ 0.5 I aue5±{GROSS 0.55 acres±(GRC SET JRON PIPE S64°03'i7"W 18.41 / / / 2 ) I .55 acres*(GR055) I ~ 0I _ + ~ / aUi L 116 S75 5 ? 44 W 3.62 0.59 acres_ NET ro / ° ~ " m ( ) ~ 07 / / L80 549 I83I E 2,14 LI ! 7 5 ° '
L9 558°39'S6''W 4.71 L47 568°32'38"W ~ 3.46 ~ / / f 75 3345 W 4.2 i I O v' I 0.62 acres{GR055) ~ / L81 537°2 " ~ / / 7'01 E 3.80 L I I $ 565° i i'S2'W { ,43
0 = EXIS-ING IRON PIPE U 0 ' 583°50'51'W 2.10 L48 582°58'49"N/ 3, 15 / / ~ I U J N76°28'25'W 3.35 t49 I I / / L82 534°21'07'E ° _ O / / ° 6.79 Li 19 N61 3440 W 1.92
PJ83 4343"W 4.69 Q ~ EN~ENT ~ I =CENTERLINE u 2 N84° 12'4Tw 3.64 L50 N82° I r o 15 DRAINAGE EAS _ - _ _ - _ _ _ ( I ~ 1.33 5334426E ~ N / ~ / 4.42 LIZO N78°14'16"W 2.12
L13 30ti~! 1.87 _ --i... 562°07' 12''W 3.99 L5 I N87'S7'38'W JL - - ~ - ~ 100.00' - - " "I' ~ 174.77 (fiE) ~ 39 8 31Vc _ r _ L84 534°24'22"E 5.2 5 L 121 N78°58'32"W 11.67 100.00' $0.00__1________..._____.... ~ :ra• .P °
~ = cONCRrTE coNTROL MaNUMCNr L 14 549°z3'z5°w 5.21 ~ ~ ± i 80.16' 1 _ + _ 125.69 _ _ _ y©. _ - _ _ _ _ - - - - Ptac o ror L85 536 54' I0 E 4.48 L! 22 ° ' 666.2 I (Total) ~ N75 35 18"W 7.47 L85 551°00`13'E 3,22 L123 N53°46'17"W 2,
° I J 1.52 l52 589°4348'W 15.12 e LI5 550 5419'W 12,46 L53 589°21'29"W 18.77 N39 2340"W =RAILROAD SPIKE o , Z 3/A'CIP 5.60'{Tifr) L$7 535°! 5'27"E 9.76 95
L 16 566 00 19"W 1 I , 64 L54 588°48'30'W 32.74 w PiNtr, fp TcP MEAN HIGl1 + ° „ L124 N49°21'35"NI 4.1 I WATER LINE_ L88 535 1527E 9.17 L125 ° ,
L17 572°08'05"N/ 13,39 L55 S67°30'59'W 12.24 ~ O N74 01 25"W 4.16 ELEV, = ~ • 9' L8~ 535°! 5'27`'E 4.46 U 26 N77° I ' I CAMA LINE L ° " 3 7'W 9.39
L 18 58 I °02' J 0"W 6.64 i56 573°26'33"W ~ " ~ (BY OTHERS) 90 508 ! 1491U 3,66 L127 N74°59'13"W !
LJ9 N55°47'5 "W ° 6.60 ~ 3 3.88 L57 S69 5 J 37'~U 26,72 Q L20 N27°28' 13"W 6.06 L58 S65°08' i 0"N/ I ~ z ro 1.91 506°01'44"W 10.70 0.13 STEPHEN M. HUTCHISON a 2e ° , N68 2 i 07'W 5.54
65 J L21 N29°08`5TW .49.92 L59 555°06'3J"W 5.65 ~ O DEED BOOK 1035 PAG!~ 274 NOTES: L92 5a8°z3'o5°w 11.60 I ° , L 29 N59 3706'W 3.56
L22 N33°12'24"W 4.90 l60 546°41'44"W 14.55 N 1. ALL 015TANCES ARE GROUND HORIZONTAL, EXCEPT AS N L93 S 13°z4'59"W 3,46 L 13o N05°2 I'S5"w OTBD. L94 523°35'06"W 3.03
z ' l23 N38°26'2 ! `bV 1.35 L61 544°3 I'04'~N 28. J 8 2, ALL LOTS SUBJECT TO A 10' UTILITY EASE~I~ENT 5.7! L131 N05°5$'52"e 6.76 ALONG ROADWAYS. 195 52$°49'27"W ! 5,32 L 132 N t ! °33'53"E
L24 i J49°22'04`W 2.19 l62 545° I O'38'~1V (0. ! 9 112 ° ESP 404 WETLANDS L96 522°55'13"W $,61 ° " 6.06 1 WETLANDS 3, AREA BY COORDINATE METHOD. L 133 N 14 59 I O E 14.
L25 N58°34'07°VJ 3. I 0 L63 S48°3 !'44"W 13.07 OPCN LINE GEARING L97 501°50'35"W 3.39 34 BEARING Li=NGTIi 4. INDIVIDUAL WELLS ~ SBPTIC 5Y5TE F LI 34 N 17°57'14"E 7.$7
l26 N64° i 3'47"W I E .21 L64 S50°34' 17"W 20.16 W200 569°09' ' ~ 07'W MS OR ALL ! 9b 509°! 2'04"E ° 69°09'07"W 40,$7 LOTS MUST BE APPROVBD BY PENDBR COUNTY, 7.40 L 135 N22 4757E 3,4 I
L27 ~J54°32'p8'~N 4,83 L65 S52°29'57"W I o ~ , 3.67 W201 569 0907'W L99 5! 1 °0T28"E 5.32 L 136 N58°3 t'0$"E I , 09°09'07'W 54.78 5. THESE TRACTS MEET OR EXCEED THE ZONING ! ° ~
L?_8 N36°10'12`'W 1.68 L66 555°35'27"W 4,85 , ° ~ 41202 S66 31 18 W L 0(3 505 0$ ! 3"E 3.97 L 137 N70° 15' 17"G 3, 06°3 I' 18'W 25,82 REQUIREMENTS FOR FENDER COUNTY. L I o 1 72
L29 N 14°5T0 E `tiN J .99 L67 559°03' 10"W t .38 r ~ 41203 S78°03'43"W L30 N04°02'S0''W 10.34 L68 563°33'58"VJ 2.03 , 506° 15'47"W 5.72 L 138 N34°59' 15"E 2.2$ 78°03'43"W 30.8( 6. COORDINATES OF NCGS MONUM!*NT5 Sfi~OWN HERBON L102 5IO°43'29"w °
L3 I NOO°06'47`Vd 30.74 L69 581 ° 18'06"W 1.19 _ ° uv 204 N89°53'40'W ARE NAD 19$3 {PRELIMINAR 6,60 L139 N27 19'2$"E 9.74 99°53'40"w 33,07 ~ L10:3 5Ia°2o'48"w 4,72 ° F "
N L32 ,VGO°30' 15''w 12.01 L70 N78°3 ' I ' ~ ~ W205 S80°48'0l "W 30°48'01 "W 7. COMBINED FACTOR = I ,00 I ~i ° L 140 N28 49 E 9 E 7.04
_ 7 6w z.z0 ~ o ° L33 N05° 14'47"Nf 5.21 L71 N59°! 8'39"W 7.86 ~ ~ 41206 962 I$'S9"W 74.62 0002146 1 0 . 504 13 47'W 2.12 L 141 N36°20'38"E 1.105 521°(T52"E 6.26 ~2°13'59"W 66,56 8. TH(5 DIVISION DOE5 NOT FALL UNDERTHC FENDER 3,28 LI42 N ° ~ "
L34 N28°20'5!"~N 6.69 L72 N70°30'3I"W 18,30 ~ W207 567°37'01"W 38 0944E i 1.39 ~7°37'01 "W 44,56 COUNTY SUBDIVISION ORDINANCE BECAUSE ALL LOTS L P o6 S 15°55'5 I 2.89 L 143 N30°51'4 "
L35 N41 9`39"W 5.84 L73 N82°07'55"W 10.04 W208 S7 ! °50'42°W L 107 5 1 1 53 2 "w 6 E 10.16 rl°50'42°W 48,03 ADJOIN A PRIVATB ROADWAY. ° ° 5 2.04 L144 N2a°5o'1 °
1,~6 N55°00'45'W 5.22. l74 566°55'38"W` 7.58 ~'^'E'P W209 551° $ E 16.56 9. ALL BASEMENTS ARC PRIVATE. L=o~, 57.9°2!'5!"w 2,78 LI45 N20°2o'21"E z9.0I i I °29'34"W 30.66 ~ °
PgiCNCp TOP 29 34'W L37 N70°26'08'W 5.9! L75 S53°17`26`W 19.53 1 0 1 W210 576 f 701 W l., 09 546 1704"w 5,95 L i 46 N24°53'01 "E 4. I ! '6° f TO I "W 24,0$ L 1 10 ° '
L38 N82°06'52`Vd ?-.64 L76 550°59'18"W 3.52 547 2156"W 5.72 L 147 N55°39'24"E I , ~ 7
L I t 'P ~ 547°0 ' ° $05'W 5.40 L 148 N74 03'49"E 4.63
l::u~nd pro~ectsilVA5t11h'GTOtl AGRC5 RCCQRD PtATStidwgl7RAG71,dcvq LI12 546°59'41"W 4.96 L149 N49°26'59"E 3,67 L i 13 S52°5$'58"W 4.85 L 150 N46°59'58°E I I
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TOPSAIL TOWNSHIP FENDER COUNTY N I
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