20061721 Ver 1_COMPLETE FILE_20060111

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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
October 31, 2006
MEMORANDUM:
TO Noelle Lutheran
401 0U. 3 1 2.006 `
Div. of Water Quality j
1FROM- Doug Huggett, Major Permits Coordinator
SUBJECT: CAMA Permit Application Review
Applicant: BBC Enterprises, LLC / Diamond Point
Project Location: ' Little Kinston Rd., adjacent to Topsail Sound, Surf City, Pender County.
Proposed Project: Development of 10-lot S/D with associated utilities, filling of §404 wetlands,
and 10-slip docking facility
Please indicate below your agency's position or viewpoint on the proposed project and return
this form by November 23, 2006. If you have any questions regarding the proposed project,
please contact Jon Giles at [phone], when appropriate, in-depth comments with
supporting data is requested.
(1?' .
REPLY: This agency has no objection to the project as proposed. 2 .! S
_S
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
T 's 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 1 Affirmative Action Employer - 50% Recycled 110% Post Consumer Paper
s
BBC Enterprises
c/o John Clapp
PO Box 3186
Topsail Beach, NC 28448
Subject Property:
Diamond point Subdivision
Surf City, NC
Approval of 401 Water Quality Certification with Additional Conditions
Dear Mr. Clap:
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ Project # 061721
Pender County
You have our approval, in accordance with the attached conditions and those listed below, to construct a 10-lot
subdivision with a 10-slip docking facility as described within your CAMA application dated October 31, 2006 with
additional information received by the N.C. Division of Water Quality (DWQ) Wilmington Regional Office (WiRO)
on December 8 and December 12, 2006. After reviewing your application, we have decided that the impacts are
covered by General Water Quality Certification Number 3400 (WQC 3400). This Certification can also be found on
line at: http://h2o.enr.state.nc.us/ncwetlands/certs.litnil. The Certification allows you to use the CAMA Major
Pernut when issued by the Division of Coastal Management. In addition, you should obtain or otherwise comply
with any other required federal, state or local permits before you go ahead with your project including (but not
limited to) Erosion and Sediment Control, Non-discharge, and stormwater regulations. Also, this approval to
proceed with your proposed impacts or to conduct impacts to waters as depicted in your application shall
expire upon expiration of the 404 or CAMA Permit.
This approval is for the purpose and design that you described in your application. If you change your project, you
must notify us and you may be required to send us a new application. If the property is sold, the new owner must be
given a copy of this Certification and approval letter and is thereby responsible for complying with all conditions. If
total fills for this project (now or in the future) exceed one acre of wetland or 150 linear feet of stream,
compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h). This approval requires you to
follow the conditions listed in the attached certification and any additional conditions listed below.
The Additional Conditions of the Certification are:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general conditions of
this Certification are met. No other impacts are approved including incidental impacts:
Amount Approved Units Plan Location or Reference
Stream N/A (feet)
Coastal Wetlands N/A
404/401 wetlands 1080 square feet for road
628 square feet for driveway CAMA stormwater, sewer and
water plan received 12/8/06
Buffers N/A (square feet)
North Carolina Division of Water Quality 127 Cardinal Drive Extension
Wilmington Regional Office Wilmington, NC 28405-3845
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
o? w A r?9p?
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O`iii? Y
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
December 21, 2006
Phone [phone] Customer Servicel-877-623-6748
FAX [phone] Intemet: xv\%N%.ncwaterUualityorg
I #
Page Two
BBC Enterprises, LLC
c/o John Clapp
DWQ Project # 061721
December 21, 2006
2. Erosion & Sediment Control Practices
Erosion and sediment control practices must be in full compliance with all specifications governing the
proper design, installation and operation and maintenance of such Best Management Practices in order to
protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed, operated, and
maintained in accordance with the most recent version of the North Carolina Sediment and Erosion
Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control measures
must be such that they equal, or exceed, the requirements specified in the most recent version of the
North Carolina Sediment and Erosion Control Manual. The devices shall be maintained on all
construction sites, borrow sites, and waste pile (spoil) projects, including contractor-owned or leased
borrow pits associated with the project.
C. For borrow pit sites, the erosion and sediment control measures must be designed, installed, operated,
and maintained in accordance with the most recent version of the North Carolina Surface Mining
Manual.
d. The reclamation measures and implementation must comply with the reclamation in accordance with
the requirements of the Sedimentation Pollution Control Act.
3. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the
footprint of the impacts depicted in the CAMA application. All construction activities, including the design,
installation, operation, and maintenance of sediment and erosion control Best Management Practices, shall be
performed so that no violations of state water quality standards, statutes, or rules occur.
4. No Sediment & Erosion Control Measures w/n Wetlands or Waters
Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum extent
practicable. If placement of sediment and erosion control devices in wetlands and waters is unavoidable,
they shall be removed and the natural grade restored within six months of the date that the Division of Land
Resources has released the project.
5. Wetland Boundary Identification
The wetland boundary must be clearly identified on all lots that have jurisdictional wetlands present as
depicted on the jurisdictional determination map approved by the US Army Corps of Engineers. The
wetland boundary identification (flagging, fencing, etc.) must be maintained on each lot until the lot is sold.
6. Deed Notifications
Deed notifications or similar mechanisms shall be placed on all retained jurisdictional wetlands, waters and
protective buffers in order to assure compliance for future wetland, water and buffer impact. These
mechanisms shall be put in place prior to impacting any wetlands, waters and/or buffers approved for impact
under this Certification Approval and Authorization Certificate. A copy of the recorded document must be
sent to this office at the letterhead address and to Cyndi Karoly at the 401 Oversight and Express Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650, prior to filling the wetlands and stream approved
for impacts under this Certification.
i ?
Page Three
BBC Enterprises, LLC
c/o John Clapp
DWQ Project # 061721
December 21, 2006
Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer
Rules, and any subsequent modifications, the applicant is required to return the attached certificate of
completion to the 401/Wetlands Unit, North Carolina Division of Water Quality, 1650 Mail Service Center,
Raleigh, NC, 27699-1650.
Violations of any condition herein set forth may result in revocation of this Certification and may result in criminal
and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct impacts to waters as
depicted in your application and as authorized by this Certification shall expire upon expiration of the 404 or CAMA
Permit.
If you do not accept any of the conditions of this Certification (associated with the approved wetland or stream
impacts), you may ask for an adjudicatory hearing. You must act within 60 days of the date that you receive this
letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of the North Carolina General
Statutes to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This
certification and its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality (DWQ) Permit # 061721 under Section 401 of the
Clean Water Act. If you have any questions, please telephone Joanne Steenhuis in the DWQ Wilmington Regional
Office at 910-796-7215 or Cyndi Karoly in the Central Office in Raleigh at 919-733-9721.
Enclosures: WQC 3400
Certificate of Completion
Since
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/i
Alan W. Klimek, Y.E.
cc: Brian Terlep - Walton Engineering
Dave Timpy - USACE Wilmington Regulatory Field Office
Ian McMillan - DWQ 401 Oversight Unit, Raleigh
Doug Huggett - CAMA Morehead
Jon Giles - LAMA Wilmington
Central Files
WiRO
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Detallsl
Project Number: ,20061 721 Version. 1 Status: Issued LastActlonDesc: Projectlesued

*Project Name: 'Diamond Point r
'Project Type: IResidentlal Subdlvlslon
Project Desc: j10-lot SD, road, utilities, I0•slip docking facility
'Owner: Briggs,Jonathan I Details. ,.
'Received From. IDCM n COE ID: 'Primary County:
DOTTIP: 'Admin Region: !Wilmington
Received Dt: 11110112006
Reviewer: noelle.lutheran r
Issued Dt:.1212112008
_ ..'9econdary County--__
Statutory Dt: 02111612007
CAMA NEPAISEPAReceived Dk f
DCM Office: IDCM Wilmington Fleid ORlce SW Plan Received Dt.
COE Office: Ington Regulatory Field Mal SW Plan Approved Dt: Public Notice Published DP.
Last Updated By: laurle.dennison SW Plan Location: I Public Notice Received Dt:
Last Updated On: 111102!2006 Sewage Disposal: I + P.N. Comment Period Ends Dt.
K Back Close
- 'Ready - 'Page 111 IBID: WPD1
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• 1
1
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Triage Check List
Date: 12/21/06
To: Noelle Lutheran, Wilmington Regional Office
60-Day processing time: 12/18/06 to 2/16/07
From: Cyndi Karoly Telephone: [phone]
Project Name: Diamond Point
DWQ#: 06-1721
County: Pender
The file attached is being forwarded to you for your evaluation.
Please call if you need assistance.
? Stream length impacted
Stream determination
Wetland determination and distance to blue-line surface waters on USFW topo maps
? Minimization/avoidance issues
? Buffer Rules (Meuse, Tar-Pamlico, Catawba, Randleman)
? Pond fill
Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
? Check drawings for accuracy
? Is the application consistent with pre-application meetings?
? Cumulative impact concern
Comments: As per our discussion regarding revision of the triage and delegation processes,
please review the attached file. Note that you are the first reviewer, so this file will need to be
reviewed for administrative as well as technical details. If you elect to place this project on hold,
please ask the applicant to provide your requested information to both the Central Office in
Raleigh as well as the Asheville Regional Office. As we discussed, this is an experimental, interim
procedure as we slowly transition to electronic applications. Please apprise me of any
complications you encounter, whether related to workload, processing times, or lack of a "second
reviewer" as the triage process in Central had previously provided. Also, if you think of ways to
improve this process, especially so that we can plan for the electronic applications, let me know.
Thanks!
WALTON ENGINEERIN
December 18, 2006
Ian McMillian
401 Wetlands Unit
2321 Crabtree Blvd.
Raleigh NC, 27604-2260
Dear Mr. McMillan,
0 U -- '1 a.1
Enclosed is a revised plan for Diamond Point. The plan was revised in order to reduce impact
to the wetlands. The only change made to the plan was the relocation of the drive leading to
lots nine and ten. Also included are a revised MP-2 form, and an addition to the restrictive
covenants.
If you have any questions please call me at 910-259-4800.
Sincerely,
Brian P. Terlep
tea; •_, n s,.nr
QENv'
Tel: [phone] PO Box 895, Burgaw, North Carolina, 28425 Pax: 910-259-1779
12/,DE . V V 2006 ?•? 4: 35PM8259INTRACOASTAL REALTY WALTpN ENGINEERING
Fbrm DCM W2
ENrCAVATION
AND FILL
Attache ibis foam to loltd Applicadlos for LAMA Major
Pmetit, Fotm I. ae on m oaevtaae di
other eec jam of the rout ApPlhcatioa das relrtte to thi`
Proposed Project.
Dacdx below the patp m of pt ad mcev Lion yr
fin activides. All velum to be aim L tmL
Amm raw
Ed"
i.M& wm& am& peNM
Accts
ch*VA
(M,,W) or WWL)
Canal
Boat
basin
Boat
"M I
Ruck
hliR
bremkWA a
odw
(renwing
rabita9wo

road
driv I0130
Dray s
628 of
N0.691 1fP,; 3- 03
OLD 1. EXCAVATION

a. 'Amm t of material to bo loteWOW !'tom bdow?
a1TW or NWL in cubic yards nrin p
b. Typo of mtderial to be eatcAVato I?one
c. Doll *6 Itea W be IXC VMM Include MOM
wwods (aatsto), mbtteed &gawk veffe adon
(SAYS) or other we t=W . YIN -.. No
d. KidbS wrA escme0oo in cubic yards NA.._._
2. DLRPCWAL OF EXCAVATED
MATERML
uA
a. ration of disposal an
b, DIMIWoas of disposal U" NA
c. Do mu claim Lido m dispossl sreO
Mys _ No
If 100, attach a leaf( grMKft pe+'m90= ft M dW
swat.
d. WHI a die and tiros be avtuilabk for fQW(Is
mtlinUmme? - Yes No
If yes, w?]w+te?
0

RMied 431"
y
pr 1??I?DEC.11_2006:0,4:35PM02591NTRACOASTAL REALTY
Farm DCM-W2
it, Ek* the diApossi AM bW1U a NV coastal W01110"
(marsh), SAVA or 0dw waduds?
---- Yas --NO NA
f. Dote the dlsposai ie ab sqy am in Ike waW
Yet No
NA
3. SHORELINE STANUMATION
8. Type of d"41 M stabilookm
- 8plkhead Riprap NA
b. Loco N
C, AVOU a d6woee waterwatd of MHW OF "L
NA,
d. Maxim= dista= rrrseerward, of bfHW or NWL
.?.? _NA
E, Shoreline erosion dwias prwadjes 12 wMft
_ NA
Pauft of 4?'+M1
f. TXw of b lkbead or riprrp mamwW ?? -
g. AM=[ of fill in cubic yards to be placed below
wmlwd
(1) ftraj NA
(Z) Sulkhad baMil , CFA --
h. Type of lilt materlai , -,„.K;.
1, swce of till material NA . ---
4. OTIIEIt FILL AUnVI7'=
it. Will ti11 AluMal be br+o t W surd?
xYa No
WALTON ENGINEERING NO.691 f -. 4__ 04
If ya,
(1) Amour of aaa Md to be placed in the
water 33 an Ah
(Z) DimewWw of fill sons ,1 7 A A
rpad=jnFkQ - Bf
(3) co?otoof?lcfin trori 6 AdXi3
r vewax impact
b. Wal fill material ek-U14 In coastal MOM&
Grwrr+b), SAVE ter roan s
2 lies o
(1) UlmOsiom of fM gm 17 0 8
(2) pawpoee: of tW rZ?acl & driveway
construction (reduction in
e y =M ac
?. GENE ML

•. How wd1 wsatm or 1611 wacrW be Wt on rue
?,e?ana?+olled??,lt._.r.T„c?ttaarn?]I1d
case
b. Whet. We of caownttion egWpromu will be wed
(tor etamle, 4reglh?e. 10E? or hydradic
dredp)7
bae. ale dutirpr1r),r -
c. Will wtdsads be cryAW in ftuzWfift C4900m
to pmtoa Aire? ..z_ Yes No
If Yee, captain xt*s *a wU1 be talreA m I' mm
,Otiv 0rADfflW imp*u, 404 w'etlarlds?yim,pacts
have been av63ded 8, 7nini.mized to
the extent posy a ze uetiorn in
-driveway _ImpaCV7
i zwwd ow
or )Ql •DEC` 12.2006,1 { 4 : 47PM P
.INTRACOASTAL REALTY N0.701 2_
?-.. 0259 WA(-TON "TNIMRINC? FH?r_ 02
Date:
COMPUANCE WITH VYSII.AND t BUFFER GUL.ATIONS
In accordance with Tide 15 A NCAC 2H 0500, the following DEED NOTIFICATION shall be
reaofdod In the ,Pander Cowdy Registry prior to the ronvepW or W. Said Deed
Notification shall apply to Dame of subdivision, lot numbers In Perrder County, North
Carolina as shown on plans tltled Diamond Point prmpilm by Walton Engineering
dated date; I 1110106 .
"A portion of this lot has been determined to meat the requirements fqr designation qs a wetland,
stream or protected Weam buffer. Any subsequent PoI or aReration of this area shall conform to
the requirements of the state rules adopted by the State of North Carolina In force at the time of
the proposed alteration. The Intent of this provision is to prevent addRional wetland, strwim or
buffer Ming or draining, ao the property owner should not assume that a future application for
filling or draining would be approved. The property owner shall report the name of the subdivision
ir1 any appllceUon pertaining to said rules. This covenant is Intended to ensure continued
compliance with aq nos adopted by the St do of North Carolina and thomfore the Skate of North
Carollna may o force benefits. This covenant Is to run with the land and shall be binding on all
Parties and all I ns ciabning.tlnder-Aem".
signature;
owners n ?-f? K. Cl
Address. Pox 3 196 ,
City, State, Zip Cod&-.: j!? 1 I
Phone Number, //?_?G?iQ?/ 7Tla
STA O orth N a Pander COUNTY
b , a Notary Public of the State of North Carolina,
County, hereby w ft that owner ersonally appeared before me this day and atevited
by shave oerttficauon.
vw(aib my hand and notorial seal, this, dory of
fary is
My commiaslon mores;,,.
?FFIOIAI.JBAL S
1 N?MIPTr'aNr?nar}Ih.
PENDER COUNTY
DEBBIE 8, 0
My Gam 1188113n Fsplrr
?OF W ATFj4? Michael F. Naslcy, Governor
William G. Ross Jr., Secretary
co ? North Carolina Department of Gnvironmenl and Natural Resources
Alan W. Klimek, I'.N. Director
Division of Water Quality
December 7, 2006
DWQ Project # 061721
CERTIFIED MAIL: 7005 0390 0001 3200 5465 ag? P D Pender County
RETURN RECEIPT REQUESTED
DEC 1 1 2006
BBC Enterprises
c/o John Clapp ULNK-VVAii.6AQUALITY
PO Box 3186 yp4ANDSToRMWATERBRANCH
Topsail Beach, NC 28448
Subject Property: REQUEST FOR MORE INFORMATION
Diamond Point Subdivision
Off Little Kinston Road, Pender County
Dear Mr. Clapp:
On October 31, 2006, the Division of Water Quality (DWQ) in the Wilmington Regional Office (WiRO)
received your application dated October 31, 2006 to impact 0.058 acres of jurisdictional wetlands to
construct the proposed subdivision. The DWQ has determined that your application is incomplete
and/or provided inaccurate information as discussed below. The DWQ will require additional
information in order to process your application to impact protected wetlands and/or streams on the
subject property. Therefore, unless we receive the additional information requested below ( have
already discussed this with Brian out of Walton's Office), we will have to move toward denial of your
application as required by 15A NCAC 2H .0506 and will place this project on hold as incomplete until
we receive this additional information. Please provide the following information so that we may
continue to review your project.
Additional Information Requested:
The road/driveway crossing through the wetlands for Lot # 10 needs to be avoided or minimized to
avoid/minimize wetland impacts for the project. I have discussed with Brian (from your office)
several alternatives to minimize the wetland impacts. In addition, you can turn the peninsula that has
been divided into Lots 9 & 10 into one lot, thereby avoiding wetland impacts for the driveway
altogether.
2. The remaining wetlands needs to be placed in preservation and a DRAFT copy of the language ( an
example is posted on our web site) that has been notarized needs to be included in the package. If
the Corps of Engineers also requests preservation you can use their language posted on their web
site, but it still needed to be notarized.
Please respond within three weeks of the date of this letter by sending this information to me in writing
and 5 copies of the information to Ian McMillian of the DWQ Oversight Unit Office. You will also need
to send copies of the changes to Jon Giles and Doug Huggett with the Division of Coastal Management
(DCM) and Dave Timpy of the Wilmington Corps of Engineers. If we do not hear from you within three
weeks, we will assume that you no longer want to pursue this project and we will consider the project as
withdrawn.
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Servicel-877-623-6748
Wilmington Regional Office Wilmington, NC 28405.3845 FAX [phone] Internet: wcvg nc\Va1crq_uality_.org One
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper NorthCarolina
Natumb
Page Two
BBC Enterprises
c/o John Clapp
DWQ # 061721
December 7, 2006
This letter only addresses the application review and does not authorize any impacts to wetlands, waters or
protected buffers. Please be aware that any impacts requested within your application are not authorized
(at this time) by the DWQ. Please call Ian McMillian at 919-715-4631 or me at 910-796-7215 if you have
any questions regarding or would like to set up a meeting to discuss this matter.
,,S17cerely,
Joanne Steenhuis
Environmental Specialist III
cc: Ian McMillian - 401 Oversight/Express Review Permitting Unit
Dave Timpy - USACE Wilmington Regulatory Field Office
Jon Giles - DCM - Wilmington
Doug Huggett - DCM Morehead
Christina Watkins - Town of Surf City
Mark Walton- Walton Engineering
Central Files
WiRO

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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
October 31, 2006
MEMORANDUM:
TO: Cyndi Karoly, Supervisor
401 Oversight & Express Permits Unit
Division of Water Quality-Surface Water Protection ?•? ,._
FROM: Doug Huggett, Major Permits Coordinator 1 I,?
NO'S/ 1 2006
SUBJECT: CAMA Permit Application Review DENr1 .rl._i31? l
WETIANDS AN5 ST0rrgtA,,. ,",;" 8R11NCH
Applicant: BBC Enterprises, LLC / Diamond Point
Project Location: Little Kinston Rd., adjacent to Topsail Sound, Surf City, Pender County
Proposed Project: Development of 10-lot S/D with associated utilities, filling of §404 wetlands,
and 10-slip docking facility
Please indicate below your agency's position or viewpoint on the proposed project and return
this form by November 23, 2006. If you have any questions regarding the proposed project,
please contact Jon Giles 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
APPLICANT'S NAME: BBC Enterprises, LLC. / Diamond Point
2. LOCATION OF PROJECT SITE: The project site is located on Little Kinston Road, adjacent to Topsail Sound,
in Surf City, Pender County.
Photo Index - 2006: 25-6582: U,V,W(I 4) 2000: 25-330: A,B,C(10,1 1) 1995: 25-315: R,S(21)
State Plane Coordinates - X: 251775 Y: 2435648 GPS File: Q080917B
Lat: 34°25'59.04802" N Long: 77°33' 18.8653" W
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 08-09-06
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received - Complete on 10/23/06
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Town of Surf City
Classification From LUP - Transitional.
(B) AEC(s) Involved: ES,EW,PT
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing - N/A
Planned - Municipal Sewer
(F) Type of Structures: Existing - N/A
Planned - Subdivision with associated utilities, 10-slip docking facility and
filling §404 wetlands for road.
(G) Estimated Annual Rate of Erosion: n/a Source - n/a
7. HABITAT DESCRIPTION: [AREA]
DRFDGFD FIT I,FD OTHER
(A) Vegetated Wetlands - 570 ft.2
2,532 ft.2
(§404 wetlands) (shading coastal
wetlands)
(B) Non-Vegetated Wetlands - open water 1,458 ft.'
(incorporated)
(C) Other (Highground) 14,495 ft.'
(disturbance)
(D) Total Area Disturbed: 19,055 ft.'
(E) Primary Nursery Area: Yes
(F) Water Classification: SA Open: Yes
8. PROJECT SUMMARY: The applicant is proposing to create a 10-lot subdivision with associated
utilities, filling of §404 wetlands for roadway and a 10-slip docking facility.
127 Cardinal Drive Ext., Wilmington, North Carolina 28405-3845
Phone: [phone] FAX: [phone] Internet: www.nccoastaimanagement.net
An Equal Opportunity 1 Affirmalive Acticn EEi ployer - 50% Recycled 110% Post Consumer Paper
BBC Enterprises, LLC / Diamond Point
Page Two
9. PROJECT DESCRIPTION:
The project site is located on Little Kinston Road, adjacent to Topsail Sound, in Surf City, Pender County. To
get to the site from Wilmington take US Hwy 17 N to NC Hwy 210. Turn right onto NC Hwy 210 and continue
to NC Hwy 50. Take a right onto NC Hwy 50. Take a right onto Little Kinston Road, this is the last road on the
right before the Surf City swing bridge. Travel approximately 0.2 miles. The property is located on the left just
before the sharp right turn on Little Kinston Road. The property is adjacent to Little Kinston Road to the north,
is adjacent to Topsail Sound on the south, and is adjacent to residential properties to the east and west. The
property is approximately 3.79 ac. with elevations ranging from 1' - 6' above mean sea level (MSL). The
property consists of approximately 1.3 ac. of §404 wetlands. The property is currently vacant. The high ground
portion of the property is vegetated primarily with native shrubs and vines including Wax Myrtle (Myrica
cerifera), Live Oak (Quercus virginiana), and Red Cedar (Juniperus virginiana). There are coastal wetlands
located on the waterward side of the site running the entire width of the property (approximately 440') and
ranging from 40' to 160' in width. The high marsh consists mainly of Black Needlerush (Juncus roemarianus),
Salt Meadow Grass (Spartina patens), Sea Lavender (Limonium, spp.) and Glasswort (Salicornia spp) and
transitions into low marsh consisting of Salt Marsh Cordgrass (Spartina alterniflora). The waterbody at this
location is approximately 147' from edge of marsh to edge of marsh.
The Town of Surf City Land Use Plan classifies the upland areas of this project as Transitional. The waters of
the project site are classified as SA by the NC Division of Water Quality. The NC Division of Marine Fisheries
has designated this area of Topsail Sound as a Primary Nursery Area, and the waters adjacent to the proposed
project are open to the harvesting of shellfish.
PROPOSED PROJECT:
The applicant is proposing to create a 10-lot subdivision with approximately 475 linear feet of each of the
following: 20' wide roadway, 5' wide sidewalk, 8"sewer lines and 6" water lines. The applicant is also
proposing to install a 12' x 1 10' driveway to access lot 10. The proposed roadway and driveway would require
the filling of approximately 2,532 ft.2 of §404 wetlands. Also associated with the subdivision the applicant is
proposing to install a 10-slip docking facility to include a pier measuring 6' in width and 203' in length with a
L-head that measures 6' in width and 180' in length with 5 finger piers each measuring 4' in width by 12' in
length. There would also be 6 mooring pilings associated with the dock. The dock would extend approximately
37' into the waterbody. The waterbody measures approximately 148' wide from edge of marsh to edge of marsh.
The water depth at the end of the proposed dock measures approximately -3' @ Mean Low Water (MLW).
10. ANTICIPATED IMPACTS
The proposed project would result in the disturbance of approximately 14,495 ft.' of highground and would
result in the filling of approximately 2,532 ft.2 of §404 wetlands located landward of the Estuarine Shoreline
AEC. The proposed 10-slip docking facility would result in the shading of approximately 570 ft.' of coastal
wetlands and the incorporation of approximately 1,458 ft.z of open water.
Submitted by: J. W. Giles Date: October 30, 2006 Office: Wilmington
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
'Form DCM-MP-1
APPLICATION
(To be completed by all applicants)
1. APPLICANT
a. Landowner:
Name BBC Fnt.Prpri GPs . LL C
b. City, town, community or landmark
Tnp.qai 1 Reach
c. Street address or secondary road number
A-rortinnr)f 1nt-. 26 and 27 J.H.
Batts Division, Little Kinston Rd.
d. Is proposed work within city limits or planning
jurisdiction? _, Yes No
Address PO Box 3186
City Tpp?-,a i 1 RParh State NC
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) Tnp-,a i 1 Sound
Zip 25448 Day Phone [phone]
Fax 3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
b. Authorized Agent:
Name Mark Walton a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
Address PO Box 895 excavation and/or filling activities.
A paueri rnart will he constructed.
A fill and construction is proposed
City Burgaw State NC jig 404 wetlands
Zip 2 8 4 2 5 Day Phone [phone] b. Is the proposed activity maintenance of an existing
project, new work, or both? _ new work
Fax [phone]
c. Will the project be for public, private or commercial
r-iwate
c. Project name (if any) T)iamnnrl Pni nt use? p
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed
NOTE: Pernrit will be issued in name of kmdowner(s), andior project. If more space is needed, please attach
project name. additional pages. Prraj or-,.t wi 1 1 i nvnl ve
s4andard construction activities
associated with paved road
construction, excavation, an
2. LOCATION OF PROPOSED installation of sewer water 1.ne
PROJECT telephone utilites
1`?Ql'3L-'
a. County n nuk
P
- ende-
NOV 1 2006
Y
WATER QUAU i
Form DCM-MP-1
m. Describe existing wastewater treatment facilities.
4. LAND AND WATER ?f4?afe ?? nod C.c?rce±
CHARACTERISTICS
a Size of entire tract t 15e?) n., Describe location and type of discharges to waters
. of the state. (For example, surface runoff, sanitary
b. Size of individual lot(s)? wastewater, industrial/commercial effluent, "wash
down" and residential discharges.)
c. Approximate elevation of tract above MHW or
NWL I -
. Sur e0 CU n n h", s e t lam
d. _
Soil type(s) anti texture(s) of tract o. Describe existing drinking water supply source.
I °?ve i
L?
e. Vegetation on tract nu?t&c4 \JOAQ 0_2 0,, °`
f. Man-made features now on tract ??ru
5. ADDITIONAL INFORMATION
g. What is the CAMA Land Use Plan land In addition to the completed application form, the
classification of the site? (commit rlu ioaat land we plan.)
following items must be submitted:
Conservation _ Transitional

A copy of the deed (with state application only) or
•
Developed Community
Rural Other
other instrument under which the applicant claims title
to the affected properties. If the applicant is not
h. How is the tract zoned by local government? 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
i. Is the proposed project consistent with the applicable from the owner to carry out the project.
zoning? X Yes No
(Attach zoning compliance certificate, if applicable) • An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
j. Has a professional archaeological assessment been ink on an 8 1/2" by 11" white paper. (Refer to
done for the tract? Yes X No Coastal Resources Commission Rule 7J.020Jo for a
If yes, by whom? detailed description.)
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 wetlands on the site? X Yes No
Coastal (marsh) X Other `10 ?
If yes, has a delineation been conducted?
(Attach documentation, if available)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of
Engineers regarding that agency's use of larger
drawings.) A site or location map is a part of plat
requirements and it must be sufficiently detailed to
guide agency personnel unfamiliar with the area to the
r- r- 1-
Revised 03/95 .ti ? l;
Form DCM-MP-1
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 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. Upon signing this form, the applicant
further certifies that such notice has been provided.
Name
Address
Phone
Name
Address
Phone
Name
Address
Phone
See attached
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
NA
• A check for $250 made payable to 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 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 statement
documenting compliance with the North Carolina
Environmental Policy Act.
6. CERTIFICATION AND PERMISSIO'N'
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 i 7t_hday of Tan , l=9--_2p06
Print Name Mark wa 1 tnn
Signature
Landowner or ALahori;ed Agent
Please indicate attachments pertaining to your proposed
project.
-X DCM MP-2 Excavation and Fill Information
x DCM MP-3 Upland Development
x DCM MP-4 Structures Information
DCM MP-5 Bridges and Culverts
DCM MP-6 Marina Development
NOTE: Please sign and date each attachment in the
space provided at the bottom of each form.
Form DCM-MEP-2
EXCAVATION
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
other sections of the Joint Application that relate to this
proposed project.
Describe below the purpose of proposed excavation or
fill activities. All values to be given in feet.
Average 11'mal
Area Existing Project
nth Width Depth Depth
Access
channel
(MLW) or (NWL)
Canal
Boat
basin
Boat
ramp
Rock
groin
Rock
breakwater
Other
(Excluding
shoreline
stabilization)

l
:4f
L i SJ
????
F{
h•:/.
•ir ?1{jF;{ .

2352
sf
1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards none
b. Type of material to be excavated none
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? Yes _ " No
d. Highground excavation in cubic yards NA
2. DISPOSAL OF EXCAVATED
MATERLAL -No excavation proposed
a. Location of disposal area NA
b. Dimensions of disposal area
NA
c. Do you claim title to disposal area?
NT A Yes No
If no, attach a letter granting permission from the
owner.
d. Will a disposal area be available for future
maintenance? Yes No
If yes, where? NA
Revised 03195
Form DCM-,MT-2
e. Does the disposal area include any coastal wetlands
(marsh), SAVs or other wetlands?
NA Yes No
f. Does the disposal include any area in the water?
Yes No
NA
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
NA Bulkhead Riprap
b. Length
NA
c. Average distance waterward of MHW or NWL
WA
d. Maximum distance waterward of MHW or NWL
NA
e. Shoreline erosion during preceding 12 months
NA
(Source of information)
f. Type of bulkhead or riprap material
NA
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap NA
(2) Bulkhead backfill Nn
h. Type of fill material NA
i. Source of fill material NA
4. OTHER FILL ACTIVITIES
. (Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
X Yes No
If yes,
(1) Amount of material to be placed in the
water nnno
(2) Dimensions of fill area 2-i5 2 s f f f7.
Purpose of filIRnadS, ctrivpT-
rnn.c;f.rurt.i nn
b. Will fill material be 1 ced in coastal wetlands
(marsh), SAVs or other wetlands
. Yes o
If yes,
(1) Dimensions of fill area 2352
sq f-t--
(2) Purpose of fill Road and driveway
construction
5. GENERAL
a. How will excavated or fill material be kept on site
and erosion controlled? s i l t fencing
around base of pile
b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)? backhoe and drumptruck
c. Will wetlands be crDssed in transporting equipment
to project site? x Yes No
If yes, explain steps that will be taken to lessen
environmental impacts.
404 wetlands impacts have been
avoided and minimized to the extent
possible.
Applicant or Project Name
Signature
Date

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 NVA
b. Number of lots or parcels 10
c. Density (give the number of residential units and the
units per acre) ID uA,,? ' 1 , NS 5 ?) h
d. Size of area to be graded, filled or disturbed
including roads, ditches, etc. 'Tad = 1641,
j o ZQ = II. 111 s4
e. If the proposed project will disturb more than one
,3/ ,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.
If applicable, has a sedimentation and erosion
control plan been submitted to the Division of Land
Resources? Yes No
If yes, date submitted
Projects that require a 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?
Yes X No
If yes, date submitted
Describe proposed method of sewage disposal.
1?°'?VC ncr..u.'. 4v« t 1;vv1 OrmywrRe
°e
C(ow?, c Sc,?c-? c?t-y
Have the facilities described in Item i. above
received state or local approval? t.10
(Attach appmpriate documentation)
Describe location and type of proposed discharges to
waters of the state (for example, surface runoff,
sanitary wastewater, industrial /commercial effluent,
"wash down" and residential discharges).
Qn ' will r11 6
1. Describe proposed drinking water supply source
(e.g. well, communit ,public system, etc.)
DuWic 1i t 0'
m. Will water be impounded? Yes X No
If yes, how many acres?
f. List the materials (such as marl, paver stone,
asphalt or concrete) to be used for paved surfaces.
foc"I nSn?,C'
.6j, Iks - ca„e ce to
AtI4 oclw - Q f4.Vel
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 parkingA? 3c-
Revised 03/95
If the project is a oceanfront development, when
was the lot(s) platted and recorded? tJ /A
O ???? c
Ap or
M
c
S'
Dote
RECEIVED
DCM WILMINGTON, NC
JUN 0 8 2006
Form DCM-MP4
STRUCTURES
(Construction within Public Trust Areas)
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 which relate to
this proposed project.
a. Dock(s) and/or Pier(s)
(1) _ Commercial X Community _ Private
(2)
(3) Number '
??
Length 03? 21
(4) Width (O (0
(5) Finger Piers Y Yes No
(i) Number 5
(ii) Length c ?A .
(iii) Width it ?4.
(6) Platform(s) Yes _ Y No
(i) Number N A
(ii) Length N/A
(iii) Width rJ /A
(7) Number of slips proposed 9
(8) Proximity of structure to adjacent riparian
property lines (o V
(9) Width of water body 1 ?A .
(10) Water depth at waterward end of pier at
MLW or NWL --1- ? 4 .
b. Boathouse (including covered lifts)k IA
(1) Commercial Private
(2) Length
(3) Width
c. Groin (e.g. wood, sheetpile, etc.) QA
(1) Number
(2) Length(s)
d. Breakwater (e.g. wood, sheetpile, etc.) N/?
(1) Length
(2) Average distance from MHW, NWL or
wetlands
(3) Maximum distance beyond MHW, NWL or
wetlands
e. Mooring buoys N/A
(1) _ Commercial -Community _ Private
(2) Number
(3) Description of buoy
(Color, inscription, size, anchor, etc.)
(4)
(5)
Width of water body -
Distance buoy(s) to
shoreline
f. Mooring structure (boatlift, mooring pilings, etc.)
(1) - Commercial 'g._Cornmunity _ Private
(2) Number (O
(3) Length
(4) Witt 8 ti .
g. Other G(ve complete description)
11-MINGTOINi.
Revised 03/95
(ll 0 R 2006
be placed beyond
II __??
7—
N "J V 12006
'F�VR - VIIAI I -R Q
RoQ4*'�SGS Surf City
Figure Quak6gle
Pender, NC
7.5 Minute Series (Topographic)
Site Location
Diamond Point,
Little Kinston Rd, Topsail
Beach, NC
WAL TON ENGINEERING

owwor`
modi
r
r
.rr
Notes:
1. Total Area: 3.79 Ac. t Location of Mea
Location 404 Wetlands n Hlgh Water Area Upland of MHW: 3.313 Ac No. of Lots: 10 Course
Bearing Distance Smalest Lot: 5,000 Sq. Ft. f Course Bearin O N
2. Zonin : MHS 9 Dlstance L28 N 68°27'00" E 21. ' g L1 N 98 2ti(1
Land Use Classification. Undevelo ed 52°12'30" E 28.93' L29 S 74°35'40" E 24.60' dQ
3. Develo ed B : p L2 N 75°28'30" E ~ ° ~ ~ total area 15.85 L30 N 78 53 50 E 10.11 In AEC: p y onathan Briggs, ° 53 65 L3 N 83 48 30 E 19.66 ~ S.t. Michael Barnes L31 S 63°38'20" E 8.74' I AEC: 0~°9 'h~~ N 2'0 oc~yb,~
and John Clapp L4 S 26°22'30" E 24.03' L32 N 88° 17'10" E Im envious Area In AEC: Uea In AEC: ~~~FO~ .~~yo~
32.87' t,~4o S.t. P.O. Box 3134 L5 N 55 48 40 E 22,52' L33 S 70° ~o ry~0 W
° 10 30 E 15.55 Percent Im ervious: Topsail Beach, N.C. L6 S 14 15 20 E ~ ° ~ ~ p 40.42 L34 N 56 49 20 E 12.15 25q °NIOnS: Site
910-328-4803 L7 N g ° ~ ~ ° ~ 8 03 30 E 48.07 L35 N 73 45 00 E 22,87' 4. Wetlands To Be Filled: L8 N 72° ~ ° ~ o°
20' Street 1 0 33 30 E 27.53 L36 S 05 04 30 W g 07' 37 Sq. Ft. L9 N 65° 18'40" E ~ ° NOTE: Impacted 404 Wetlands 0°~
24.00 L37 S 77 07 30 E 41.89' Total Area Impacted/Filed= 5' Sidewalk 28 Sq. Ft. ° ed 404 Wetlands patted/Filed= P`~
L10 S 24 46 20 E L38 N 76°06' 10" E t7oe.4 (.o3s ac.) Lot 10 Driveway 430 Sq. Ft. 95.10' 8.60' ac.)
Total 0.03 Ac. 1,495 Sq. Ft. L11 N 79°35'30" W 23.90' L39 N 27°18'50" E 8 ' ° .03
5: Tatal Area Within Street Ri ht of L12 S 33°00'50" W 26.54' L40 N 69 12 50 E g Way: 14,250 Sq. Ft. f L13 S ~ ° 7.48 26 28 40 W 27.47 L41 S 27 47 50 E 13.86' oF. Vicinity Map N.T,S,
Septic System Setbacks L14 S 22°25' " ~ „ 00 W 20.42 L42 N 48 50 20 E 29.06
L15 S 41°54'30" E 14.45' L43 S 33°57'40" Propert Lines 10' E 18.14 ~ ~o'
L16 N 88°25'10" E 28,8g~ L44 S 84°46'20" E 0
Buildin s 5' L17 N ° 6.10 69 57 20 E 35.61' L45 N 12°01'20" W 14.39' i ~ ~ \
_ MHW 100• L18 N 49°42'40" E 43.82' L46 N 30°17'40" ° E 17.11 0
- L19 N 70 39 20 W 13.24' L47 N 26°44'50" W ° 10.40 / il,~;, r=ao' ~ p A ~~<~~I. L..
L20 N 28°46'20" W 15.28' L48 N 52 51 30 E 52.10 ha ryya ~0 ~ ~ ~0 ~ o \ Lot Sizes in Acres
L21 N 40°39'40" W 20.00' L49 S 62°00'20" ~ ti ° E 22.11 e< L22 N 14 01 00 E 20.61' L50 S 13°09'10" E 2 S0~ i .0~ a~ A ,a I v~
3.47 / d SummerTemnuraryseedMistnre L23 N 47°00'10" E 24.33' L51 S 40°00'30" E ~ 00 51 ~ ~ A, - - od ~ \ ~ Lot Total Area rea U land of MHW
21.51 ,o Tem~arar seed mixture (M11ay _ August) L24 S 35° 48 10 E ~ L52 ~ , o ~ ~ o ~ 9, Fo P , 0 s ~ 1 0.118 0.1
29.12 N 09°31 50 E 24.00 ` o~~ Species Seed Rate r ~ (pe acre) L25 S 84° 06 00 E 33.70' L53 N 82' 12' 10" E / ~ 5~ / o~ ~ 0, o \ ~ 18 ~x. i 0 ~ ~ ~ 2 0.118 • ~ 0 3, 0.118
26.18 ~y , / CermanM1ttuet 5o tbs. L26 S 89°04'00"E 24.90' L54 S 37°46'50" E ' oX ~/o f~ a 3 0.118 0.118
- L?7 N 61°38'00"~ ~ , ~ ~ 6.85 ytP .~,~~e Total Sccd :+fi lbs./acre - ,,,:.70 ~.,~5 ~ ~2 `58`3 J F_ ~ ~ ~ 7, . A . ~ Q •~x o \ ~ 0 4 0.1
N 18° 11 37 E 42.16 ~ ti ~ . / ~ ty e ~ cl`'' : ,ae~ / ~s ~ 0, u'~ c „ , ~ 0.118
~ i q 7.05>~ / ,spy L57 N 26°02 04 E 15.91 ~ o ~ y\ ~ ~ ~ ~ s ~ 0 ~ 'O i 6 0,137
~fi • ox Winter Temnorarv Seed M,xture h L58 N 73°05 20 E 18.72' / ti" \ 1~ / a ~ ~ ,9, Q, o \ 0, S 0.137 ~ o - r~ ~ 7 0.248 0.248 h~ 0, ~ 8
lem Drat seed mixture (Se tem6er-A nil) ~ 1 L59 N 4 / A / 1 x • Lot 1 ~ ~o \ 0.241 0.233 0 ~
Species Seed Rate (per acre) h d. ~ Y S e~ s 9 0.409 0.308 ~ o ~ o, F` nyd. s ~y oo ~ \ ,,y~ 10 0.827 0.505 r,ol~i~ ,~t1~~
Tall Fescue so lbs. 6~j ~ o ~ ~ r Line o, 6, ,G~~ ii„~~ r, =1u
1 ,0 r Line Annual Ryegrain 501bs. / ~ i ~ ~ vex I t.~_~,~
/ ` ~ otal Seed Mixture 100 lbs./acre 0 / \ ~ y . ~ 0 0 16 ~ 0,, p h ~ ~ ~ l 6 \ ,a ~p g. 5 Lot 25
/ 1 \~\o, \ `'0, ~ Lot 2 I' W. ~u' ~ \ Bobb M. Tem le -
~ o, s Permanent Secd Mixture for Drv Soils 11~ ~ Ot o o~ ~ y p s~„ ~ 's 5 ~/o~' so, ~0 1335 290 -
N J' Dr Soil Permanent Seed Mix Aril -September) ~ !y o~ a 'fm ~a oo, ~o, 0 , ~ ho
Species Seed Rate (per acre ~ ~ ~ o, ~ ~ ~ ~
Rahiagrass 3016x. ~ A~ ~ ~ ~ \ ~ ~ ~~h 2.56' , ~ s i ~ , ~
R / ~ ~ crmudagrass 301bs. p~ s N52°42'02"E o, o~. cP° ^ Lot 3 ~ ~ s / s
ROAD CROSS -SECTION - ~ ~ Cenfipedegrass 1016x. ~ S
Not to Scale o~0 , ; ey Kobel:espedeza 201bs y Jay B Maready o,. s \u', ~ ~s, ~h~oo ~o, ~,r0 m 6`~ o ~ 0 ~ po; ~ do ~ S
~,FOn 2479/108. Annual Ryegrass 25 lbs. r ~ V' ~i ~ ~
or 6 Y R/W Road G.L. g ~ ~ ' \ 5 `'0 J Lot s; ry \ ~ 1. m , , ti ~ F`
Cerman Millet R/W u' ~ Lot 4 ~ ~ ° ~ ~ o, 0
30' R/W •d% Total Seed Mixture I151hs.lacre '0 % ~ m ~ Lot 5 ° ~ ~ 0
zo' _ _ U lands P lands
Fnished Slope Slope Fnished a Grade E 1/4" per Foot Povement~Surface E-t/4" per Foot Grade ~ \ ~ ~ti ~O ~P^ 15' MBL II ~ 1 '
- - - - - - Alan Morrett ~1 a~ 454 7 2 V v 25. ____T ~ ~ V ~ V o~, 5 ~y. R:28 u - M t W -
/ ~ o 5' Sidewalk ) l~ ..l- ,cP Uplands ~ ap6 ~~`0 ~ ~ ~ - - s \ 3_____ 4.T __L 50.0' i' ` ,e 33.5'
8" ABC 1.5" I-1 .s ' Asphalt t,S LS; ~ \ ~ fit' ~ ti° , ~e~ S
O; ' 9 ~ ~
~ 's 3 g ~ ~ ~
_ ...,tee Center Llne Q - ~ ~ M -2 ~ S51 ° 13' 14"W
NOTE: Pavement surface is to be flush ' with finished grade INV. ~d Lot 7
(Not level . 8" P Grav' " 9 ~ 1' ~ 9.80' Wetlands A Ity SewerN ~o x ,
Location of Coastal Wetlands - - ~ ~ Uplo,~ds~ ~ , s
Course ~ Beari n9 Dlstance ~ S .s \ , •S a 'S ~n ~ S ~
- - L55 - S 44°22'10" W 4 m ~ ~ 6~ ~i~ C , Ss:a:~air, v o ,~A a Lot 8 ~ / •
- 8.60' L56 I S 55° 17'50" W I_ - 18.23' _ I Wetlan Uplands `
- ~rR cNOSS - sECnoN L57 _ _ S 6 i ° 03'3G" W 23.36' (Raib Not Shown) c'\ ~ ,
~ - L58 S 48'04'30" W---- _ I 19.65' _ _ _ - o -1~ ' a _ ~ ~ 404 Wetland S =~v o ~ / :a °~lrn1 ~ ~ O
L59 S 37°53'40~~_ W 19.81' ' i ~ o G • N etlands \ o, ~ 1Efi1"9 2
L60 S 17° 17'30" W 11.83' - N ~~°cag Wetla ~ ~'4 ~ a N Lot 9 ~ , e ~ nds A
L61 S 41°38'40" W 10.21' - - o Wet,ands ~ s~ .ydy;,~.c`;~~r;~.•',a:. w retaining Walls ~ , ~0 oog` ~ 2~ cp ~ ~ J. ~ ~ . U arts .s o c 5 .r ~ ~ , , a
i L62 S 68°59'00" W - 8.79' L63 S 49°59'50" W _ 12.58 A ~r '0, ~ 'O ~ '~'~~'''~~r
L64 --N 75° 10'00" W 15.57' - - nl v ~
L65 _ - - - S 71 47 50 W 20.51 - ~ ~ 9 s; _ - - _ ~ , p tr _ _ Lot 10 ; ~ ~ ~\oca - a ~ e
AEC LI N ~ L66 S 76'38'30"W- 21 - .84 c ~ _ ~4 - - ~ ~ e n . - oo z°M _ oar
- L6 / ~ __S 76.42'50" W . - 23.37' _ o ~ 0 9 ~ ~ \ J s u' 406 ~ I 0 Iron Pi e
~ - i _ N A r r - L68 i_-_S 78°24'40"-W-------- 18.86 J .S ~s ~ .s s, ~ P
L69 S 82'41'10" W 8.9 ~ ~ - - _ - - - 5--- Q _L's i is ~6 c¢ ~ I Iron Stake O ~ '0, X62 ~ 9 I •
3' 3.40' L70 S-87°.44'30" W 8.88' ~ _ - - - _ - ~ rs ~6~ ~ , ? Concrete Monument J L55 ~
Hw z' I-71 - N 78°41'50" W 9.38' Q N~ , i-Les ~ o X53 yoti , I o I ~ P.K, Nall
I~~w L72 N 17°49'50" W 25.99 - L73 N 30°58'50'. 1N _ _ _ coastal wet~Lei O I , L68 ~ I l)l UO L69 O I
- ' ~ - 28.60' I L74 N 81 °59'50"-W- - - 12.07' - ~ 0 ~Si (A I I 56
L75 S 28°49'00" W - Wetlands I So ~a (2s 5 ~ I I ~~4'
I ' 3 - L76 S 18'53'30" W ---15.94- I - L30 7 L32 -M' 4p I Sq I
- L77 S 23°42'20" W - HORIZOMAL SCALE = 1:40 7.31' t - - = X33 ~a ~ ~ ~bti r 6~ I I I ~ NLW ~ MH ~ ~ a I w , ~a ~ I I I
vERncAL scuE _ ,:5 ~ L78 S 89° 36' 10" W - - 6.53' _ - ~ I
I S9 - I ~ - I •8j, X_ _ A I i I - Normal Low Water (MLW)
I I I I I Lme I B A, s \ I I
I I 0 tg0 pief \I I I Mean Nigh Water (MHW) 1 0 3 I I
I- I 4 0._5 I I\ I d Lme
I CROSS SECTION B-B' I I 60. ~ ~ I o~~ Topo ra h ~ I I \I ~ 15 9 P Y I _ 8p . > < ~ I I
0-~ o ~ 2 % LINE' I
PIER CROSS -SECTION I (Rails Not Shown} NOTE: NEGA I l I S , Plef B - TOTAL FI GER PIER A = I ~ Area of Environmental o~ J8 I REk 240 SQU>~RE FEET
TVE ELEVATION ARE IN RELATION TO MLW I I '~d 32 I Concern(AEC) Line I X 3' J I d MHW WIT IN PROPERTY ILIN = I -
I Mooring l Q ,23 IoJt~ I ES 306.t35 FEET Water Line I '3s- I I
Pings I ' I I I
I I a I i I a m I I I I - Sewer Line
l a) I~ m ~ I~ I I I
IJ L~ o IJ I I c I k ~
0 20' 40' $0' I ~ Ip IJ a 4 I c L~ IJ I - - - - - Ri arian Lines 80' c to IJ I J P
I'~ I~ I~ I~ Ip I I o X I° I n I'L I~ Im acted
DOCkS I °Q Docks la X a .L Io •L p 404 Wetlands I tY n I. o_ I o
I I X I I~ I~ I a ®TAP 1 Meter Box with Meter I I I la' Setter
I I I MARSH I I
I I hyd. I ISLAND I I I Hydrant I MARSH I I
ELEVATION AT -1' IS 4T -1' IS ISLAND I I I
INTERPOLATED ED D4 Valve
MH
' THE 25% LINE IS 1 4 OF THE CHA ~ NNEL ~ Blow Off
WIDTH FROM THE NLW LINE
i u~~e r ' o ect.
it e;
u C vv C , {/V ALTON' 'NGINEEI~IINC'
HORIZONTAL SCALE 1:20 Diamond Point and Water Plan
Revised: 11/10/06 Date: 2/7/05 [phone]
i Scale: 1" = 40' Drawn by: BPT Project 200536

Notes:
1. Total Area: 3.79 Ac. f Location of Meen High Water
Area U land of MHW: 3.313 Ac Location 404 Wetlands P
No. of Lots: 10 Course Bearing Distance 0 s
Smalest Lot: 5,000 Sq. Ft. t Course Bearing Distance L28 N 68°27'00" E ' ° ° 21.98 2. Zoning: MHS L1 N 52 12 30 L29 S 210
E 28,93 74 35 40 E 24.60 Land Use Classification: Undeveloped L ~ ° Total Area In AEC: `$~F 'f ?i
2 N 75 28 30 E 15.85 L30 N 78 53 50 E 10.11 53,657 s.f. 3. Developed By: Jonathan Briggs, °
Michael Barnes L3 N 83 48 30 E 19.66 L31 S 63 38 20 E 8.74' ~°~•~~c eo v~. ~c~e ~F~Oe ~o
° ~ L32 N 88° 17' 10" E 32,87 Impervious Area In AEC: and John Clapp L4 S 26 22 30 E 24.03 1,s4o s.f. P.O. Box 3134 L5 N 55°48'40" E 22.52' L33 S 70°10'30" E 15.55' Percent Im ervious: ti Site
Topsail Beach, N.C. L6 S 14° 15 20 E 40.42 zs% ' ~ L34 N 56°49'20" E 12.15' p
910-328-4803 L7 N 88°03'30" E 48.07' L35 N 73°45'00" E 22,87' o~
4. Wetlands To Be Filled: L8 N 72°33'30" E 27.53' L36 S 05°04'30" W 8,07' r1o :l TE mpacted 404 Wetlands ~ Ore 0°
20' Street 1,037 Sq. Ft. L9 N 65° 18'40" E 24.00' L37 S 77°07'30" E 41.8 ' Total Area Impacted Filled= 1931.048 (.044 ac. s Poo
5' Sidewalk 28 Sq. Ft. L10 S 24°46'20" E L38 N 76° Lot 10 Drivewa 430 S . Ft. 95.10 06 10 E 8.60
Y q L11 N 79°35'30'" W 23.90' L39 N 27° 18'50" E 8. ' Total 0.03 Ac. 1,495 Sq. Ft. ~ ° 03 Vicinity Map N.T.S.
L12 S 33 00 50 UJ 26.54 L40 N 69 12 50 E 7.48' 5: Total Area Within Street Right of Way: 14,250 Sq. Ft, f L13 '4 " ~ " ~ ~ . ~1
S 26 28 0 W 27.47 L41 S 27 47 50 E 13.86 Septic System Setbacks L14 S 22'25'00" 4N 20.42' L42 N 48°50'20" E 29.06' 1~~'vE~v~®
/ L15 S 41°54'30" E 14.45' L43 S 33°57'40" E 18.14' / ~ ~ r g LLCM WILMIN(~~T~11 . NG
Prc ert Lines 10 L16 N 88°25'10" E L44 28.88 S 84 46 20 E 6.10 fig.
Buildin s ~ 5' L17 N 69°57'20" L45 N 1" E 35.61 2 01 20 W 14.39 / ~ LI~~ w ~ ~~C~ i i / 0~
L18 N 49°42'40" E 43.82' L46 N 30°17'40" E 17.11' / ~ 01~ r
MHW 100' L19 N 7 ° q. " , ~ L47 ° ~ , ~ ~ 0 3., 20 13.24 N 26 44 50 W ~ 0.40
L48 N 52'51'30" E F / ~ ~ L2C N 28°46'2C" ';'V 15.28' .,2.10 k 0 0 ~0 ~ o ~ Lot Sizes in Acres
5 / L21 N 40°39'0" W 20.00' L49 S 62°00'20" E 22.11' .e 6 / 6 ~ '1 a ~ ~ _ ~~ti
L22 N 14°01'00" ~ ~ ~ L50 " ~~a t 20.b1 S 13°0910 E 23.47 \~e / d r Lat Tatal Area ~ Pr ! i F \h \ - / 0, Fo ~
L51 S 40°00'30" E 21.51' G, j oo / Summer Temoorarv Seed hliYture L23 N 47°OC' 10" E 24.33' ~ Temporarvseedm,xturetMay•Aueusq L24 S 35°48'10" E 29.12' L52 N 09'31'50" E 24.00' o~ ~ 0 s~ 1 0.118 ~ ~ ~ I
Species Seed Rate (per acre) ~g 0,~ V I 0 2 0.118 G,~~
_ L25 S 84'0600 ~ 33.70 L53 N 82°12 10 E 26.18' ~5 / S r ~ L2F S 89°04,00"E - - ?4 g0' L54 S 37° " ~ ox'~ .:;'e . a _ rv_ ~ 46 50 E 6.85 P . ,~~z ~s o~w / 18
German iViillet 50 lbs. ~ t ~ ~ ~ ss ~ L27 N 61 °38'008'00"c _ 55J0 L:,,, S 82=58'3 i ' E _ _ ~ , o~ ~a° ' ~w s '0 / •SO 4 D ~ ~ o ~ 0.118
I 1 ~.4 i'' ~ ~ / Total Seed 501bs.iacre L56 ~ ~ ~ ~ / ~ ~ 1listure N 18° 11 37 E 4.16 zosr~ r, 5. / a..~ ~ 5 0.128
L57 N 26°02'04" ~ ~ o°~ ~ ~e E 15.91 j ox , ~d - p ~0 C A C' C, 'tS - - - - m. ~ • ,,o ~ o, cP 7 0.248 ~.%:g~
L58 N 73°05'20" E 18.72' /titia y~P / 1 ~ 1~'interTemoorarv Seed Mixture L59 4 4 '
/ N ~ Lot 1 Tem ora ~ seed mixture Se tember - A ril) ~ 11 Lot 1 ~ ~ ~o G.241 / 0 ~ ~ 9 0.409 0.30K - -
hyd is ~ ~ Species Seed Rate (per acre) / / s /oo 10 0.827 0.505
rod \~'9~ Tall Fescue SO lbs. / P r Line ~ , ~ ~ 6' ~
i / h1 Annual Ryegrain 50 lbs. / J.v
~ ~-'0 ~ Total Seed Mixture IOO lbs./acre ~ \ 0 / ~ V y 0, 00 l~1 o 0~ 96 Lot 25
/ Lot 2 / \ R ~ Bobby M. Temple - -
~ 1 • s `D,p~ ~ 1 ~p ~ d: ~ .S 5 0 0, ~g\ 1335/290
Permanent Seed Mixture for Drv Soils N ~ v,. ,4 Drv Sail Permanent Seedll,x A riI-Sc tember) ~ ~ ~ \ ~ of 10 / o, a 2
A ~ p~ 0P ~ Species Seed Rate (per acre) ~ 0; `7 ~0 C
Bahiagrass 301bs. ^ 2Uv~ ~ ~ ~y 2.56' , - ~ ~ / ~s ~ ~ ~
^ oa. ~ N •s / N52°42':)2 E> Lot 3 ~ / ~s ~
Bermudagrass 301bs. _ ~ % _ ~ ~ ROAD CROSS SECTION .p s ~ a ~ u; e s ~5/~0/ o, o~ m 1h a -
Ceatipedegrass ID lbs. Not t0 SCale o~°' ~ \ 0 0 ~ ti ~ S C / C h
oc a~~. Jay B Maready o Kobel.espedeza 201bs 2479 108 ~ / ~ 1 i ~ t~
P ~o / 3" \ , Annual Ryegrass ZS lbs. 6' , \ ~ m _ Lot ~ ~ ~ ,0 / Lot 4 m ~ ~ ~ ~ ` `~o. /
or R/W Road C.L. g ~ German Millet R/W
z0 4,,v I ~C _ ~ "Total Seed Vtizture 1151bs./acre I - Uplands ~ •0 ~ ~ ~ Lot 5 ~ ~ ~ 0 0, C n NI
2 C - L3 ~'iert. 1 "=t"
Rnished Slope Slope Finished Grade E 1/4" per Foot Pavement Surface E 1/4" per Foot Grade ~ \la„ 15'MBL ~ ~ ~y0
Aian Morrett ~ a~ 454/7 Z~ ~ ~ N 2S1 Uplands ' N`~ ~etV 28' - - - -
5' Sidewalk ' 34.7' 50.0' ° p 6 \ e/ ~
8" ABC 1.5" I-1 X, '~f` 2j Asphalt ~ 33.5'
p, .9 t'9~ > 0 t9 R. - ~ ~ 1 •S A h d. X4.31 L6 s ~ i5~/~ ~ ~9
A 9 9 ;~o~ 4. 4 ~ C -
s~ s L7 - 4~ _ _Center Une ~ ~ M -2 S51 ° 13' 14"W -
NOTE: Pavement surface is to be flush with finished rode ice. /~a Lot 7 9 9.80'
9 (Net level . A .~p ~ ~ - Wetlands s" PVC Grcwty Se r ~ Y
Loca,lon of Coastal Wetlands z U I
Course - Bearng I Distance e p ands ~ > s \ s ~ ./j\ 6 ~ g1i111C!!/!p!
_ L55_ _S 44°22'10" I ~ P Wetla ds .y Q ~ ~ ~c1 aq , ,
_ W 48.60 ' L56 S 55° 17'50" W ! 18,23' .L ! \ w a~ ~s 1.5' ide culvert Uplands / / s ,Jt ~
Pies a,as - st=.cnon ; L57 S 61'U3'30" W i 23.36' ce~~~ gat sno.~) I L58 i S_ 48.04 ~ ~ I 'a ~ ~ u~. b 1~ ~ \ ` 404 Wetlands s ~ ;
_ _30 W 19.65 ~ 4 n-_ 1 ~~T~
L59 S 37°53'40" W ~ 19.81' _ 4 ~ i etlands ~ v; ~ N o~ag ~ Cn
' L60 S 17° 17'30" W 11.83' N o eti~ ~ ..,Wetlands Lot 9 ~ _ . • G~$ N \ O ~ - + ~ ~ ~ Wetlands ~ ~ ~ ~ ~ t ~ ° 2 ~ ~ ~1~
I L61 S 41°38'40" W - ~ 10.21 W Retall1ing Walls U a s ~o TO Gooyl~5~ CPT ~ r?rt7r .n{t` _ ' S ~ ~ it p O~°c Iu~
L62 S 68°59'00" W 8 79' O ~ •s C ~ T, ~
L63 S 49°59'50" W ! 12.58' L64 N 75° 10'00" W ' N o ~~a S;
_ _ _ 15.57 - L65 S 71'47'50" W 20.51' ~ ~ Lot 10 ~ ~ ~ ~ ' p ~ .,Q y~ ~ e e n .
- AEC LINE - L66 S 76'38'30" W i 21.84' ° O ~ D - M C~ , ° ° Z \ ~ bht• O S
~ i o - o L67 S 76'42'50" W 23.37'_ _ N o _ _ - N° ~ ~ T' 6 ~ ~ I r o ~ 9 ~ ~ s ~ 5a on Pipe
r - - L68 _ -S 78°24'40" W 18 86' ~ `a ~ - ~ ~ ~ S u6 ~ is ~s s; ° r ~t ~ ' h Iron Stake
_ _ _ S 82°41 10 W 8.95 I o o ~ ~ ~ v6y Concrete M
~ UO S 87: - - z _ _ 3' 3.40' - 44 30 W ~ 8.88' _ z _ ^ _ ~ ~~~E ? onument - ~ ~,/L65 54'~ ~
Hw 1' 2' L71 N 78°41'50" W 9.38' ; - N ~ ,---~L66 o L~3 ~o. • I ' u, ° P. K. N a i I etloDSisl~67 Q I I
L72_ I_ N 17°49'50" W 25.99' ' MLW _ - ' `t;oasta_I~L68 ~ fy I L~1 L70 L69 ~ I
-1' L73 N 30°58'50" W 28.6 ' ' _ 0 L74 ~ - N 81 ° 59'50" W ~ 12.07' _ 4S, ~ I c.6 Wetlands I u"w I ~ Sod
L75 S 28°49'00" W _i 14_.63' ~ h I ~ ~,6 tzs ~a L35 ~ ~ I ~s< ~ a
~ 2 ~ I 1 / L3
- L76 S i8°53'30" W 15.94'- . - . -NLw HoRizorrra~ sca>£ . L77 S 23° 42'20" W- ~ - - - ~ .,o 7.31 _ _ l~) Sao C Kati C'3 6h ~ ~ I i I 0 -NLw 4HW L,6 Mq ' ! I I.
uERn~ S~ ° ,:5 L78 S 89°36' 10" W I 6.53' - - - I S9 ~i V ~ ~V'J I I ! I S NLw---_ ~I - - I Normal Low Water MLW
I •8~, 98 , X A~ I I ( ) I ~ I i
I I Line
I I B A' s'x, ~ I I I Mean Hi h Water MH'vN I o 80 Prey I I 9 ( ) o ~ i ~ I ~ Line
I I I o I I ~ I I U ~ I ~ I r of Topography
CROSS SECTION B-B' I 0^~ ~ X I ~ i 8~ ~ a ~ I i
0~~ ~~o ~ 2 % LINE I ~ I ! Area of ' Environmental i S ~ ~ Pier B ~ TOTAL FI~O~R PIER AREA = 240 S~UM~~E FEET
I Sod PIER CR05S -SECTION I ~ I °c,,~ 83 ~ i I I Concern(AEC) Line
(Rails Not Shown' NOTE: NEGATIVE ELEVATIONS d ARE IN RELATION TO MLW I d ~3' I a MH~N WIT' IN G ~.T III I I 12 I ri PRO, E„~Y "NE5 = 30.35 FEET Water Line
I I ~ 3~ o I i I 6 I
Moori~a I I .o I I i
Piligs ~ I I I I I I Sewer Line I a m I I I i
I~ I~ „ iv I~ i I~ i
I.~ I•~ o e I] I ~ I,c ! ll -l a `a I c r I c I•- I - - - - - Riparian Lines
0 20' do' eo' I ID C ~ a I D -J ID 'L I I~ I
I'C I~ r~ la I o I'~ i i; ' Impacted 404 Wetlands is IQ I•i Ia
Docks Doc!~s ra ~c fY o i ti
I x ~ I I~ I~ I TnP i Me + I X I;j I I`: ® ter Box with Meer Setter
I I ~ I MARSH I I ~H I I i i by
I MARSH I ~ I ISLAND I I Hydrant MARSH I
ELEVATION AT -1' !S ISLAND ISLAND X I I I i
INTERPOLATED D4 Valve
H ' THE 25 o LINE !S 1 4 OF T;-E H
/ C ~ANN,_~ Blaw Off WIDTH FROM THt NLW LINE
u re ro eot:
I~ e.
t~rl"Y1W(~ Pr P1n~Pr .~0~ . v _
~ Diamo Revised: 10/18/06 Da=e: 2/7/05 Scal )iamond Point and Water Plan ' ~lY10-41V 1-.'iNGJNEERIATG
(9101) 259-800
Scale: 1" = 40' Drawn by: BpT I Project 200536

r _ _ _ _

N Location of M n ea HIgH i ~f Mean Hi h Water Location 404 Wetlands - 9
~ ~ 0\ Course Bearin C1 N ring Distance Course Bearing Distance
~ °3 9 , b
L28 N 68 2700 E e ~ ~ l / ~ L29 S 74°35'40' E '7'00' E 21,98' L1 ° - ~ N_52 12_30 E 8..93' s i
A ~ / ~l) 5'40' E 24,60' L2 N 75°28'30' E ---15 85'- ~3'S0' E 10,11' L3 N 83°48'3 ~
~y L30 N 78 53 50 E U E 19.66' N '_8'20' E 8,74' ~4 S 26°22' - '
m ~ i S 63 38 20 E ti ~ \ \ L32 N 88°17'10" E 30 E 24,03 per 7 10 E 32,87' _L5 N 55°48'40' E 22.52' ~x,y °
kt ~ ,0 d~ ~ ~ \ ~ L 33 , - / ~ \ \ ,f S 70 10 30 E 0'30' E 15,55' L6 S 14°15'20' _ _ 2~°
~ ~ ~o ~o \ o L34 fJ 56°49'20' E ~ E 40 4~ ~ / 920 E 12,15' L7 N 88°03'30' E 4807' P~
ao ~ ~ - ~ ~ ~ \ L35 PJ7 ' n ~ ~ 4 Q_ _ 3 45.00 E 5'00 E 22,87' ~_8 N 72°33'30' E 27.53` '
o° ~ ~ \ ~ A L36 S 05°04'30' W VI~~o A - - " 4'30' W 8,07' I.9 N 65°18'40' E ~ _ ~ 1.00 0
o ~Q ~ L37 S 77 07'30 E i` , 7'30' E 41,89' L10 S 24°46'20" E ~5j~ - 0 0`'~
/ \ s \ L38 7 ' pq, \ ~ N 60610 E 6'10' E 8,60' - - ° , ~,c l.ll N 79 35 30 W 23 ~0 0~
~ ~ 3~0 \ ~ L39 N 27°18'50' E ~ ~i ~ ~ , ~ ti ~oo A ~ V ~S9 L40 N 69 12 50 E B 50 E 8,03 I.12 S 33°00'50' W ~6 54' P'`~
~ 43 \ ~ ~ \ L41 S 7°47` ' ~ ~ ~ 2 50 E 2'50' E 7,48' L13 S 26°2fl'40' W -'7-~' _ - ~ .4. 7`50 E 13,86' L14
~ ti \ \ L42 N 48°50'20' E - S 22°25'00' W _ _ X0.42' 0'20' E 29.06' L15 S 41°54'30' E _14,45
v~~, ~p C \ r~p_ ~ \ ~ L~3 S 33°57'40' E 7'40' E 18,14' L16 N_88°25'10" E ~~g~3' Vicinity Map N.T,S,
t ~ r'7 - ~l ~ SQ \ - - ° , - , ~ ~ ~ V L44 S 84 46 20 E 1 - - 6'20' E 6.10' LU _ N 69°57'20" E 35_._61'
G) ~rT~ 'Sq ° ,7 . \ \ L 45 N 12 O1 ~ 0 W - _20' W 14,39' L18 N 49°42`40' _ _ E 438x_
~ \ \ L46 N 30°17'4_0' E F. ` t 7'40' E 17,11' L19 N 70°39'20' W _ 13.24'
I' r \ \ V ~ 0 ,,~0 3 L47 N 26 44'50 W 4'50" W 10,40' x_20 N 28°46`20" W ; _ 1.~.28~_
°~b \ L 48 N 5 ° " ~ o ~ 2 51 30 E 1'30 E 52,10 L21 N 40'39'4_0' W 20_,_00'
w ~ \ o_ po A i~\ L49 S 62'00`20' E ~ \ 0 ° , 0`20' E 22.11' 1-22 N 14°01'00" E - ~Oa~l'
~ L50 S 13 09 10 E \ R , 3_10 E 23,47 ~ 23 N 47°00'10' E _ 2.1.3.3' _
F ~1 V L51 S 40 00'30' E ' ~ 1A L52 N 09°31'50' E )'30' E 2151' L24 S 35°48'10" E ~ x.12
\ °0~ \ ~ L53 P~ 82°12'10' E 1'50' E 24,00' ~l_25 S 84°06'00"E _ 33 7 ' _ 0 ?'10' E 26,18' L26 S 89°04'00"E 24.90'
~ L 54 0'50' E 6.85' L27 N 61°38'00'E 5~i 7~--
256' S 37 46 50 E e ~ " - 0
A N52 42'02 E
`f~
Lot 25 ~~A \ o S n O> of 25
o \ ~ `~S. Bobby M. Ter,plE ~y M. Ter,ple
~ \ ~ ~ 1335/290 335/290
~ ~
r. 6. w 6 I
Uplands l3 \
~ 'P n ~ 2 ~ ~ , o ~
~ f~~' 4~ ~ Uplands ~ ~ ti
L II m \ ~9 b Notes 'r l~ \ e s
I \ L~ ~ '~et~and ~
1~ Totnl Arens 2.8 Ac. ,9 _ - 6~4 ~ S51'13'14'W
8~ Zor~ng~ NHS ~ \ r ~
3~ Developed Bye Jonathan Briggs, sirs Wetland. 9.80'
ca Michael Barnes S and John Cla ~ ~ 6.
{ P0. Box 3134 PP Uplands Topsail Beach, N.C. x~~ X29 i~ ~j~ 6~
910-328-4903 Wetlands ~ - ~ ~z~ - ~6-
N1 ~ \v ~Z i ~ ~ Uplands
C. ~ ti ~ ~2s L26 cP°
€ Qj ~ J I 404 Vetlo r ~ 1 nds ~ O _ _ ~ S~
ifW9(re c~ i~ l q'' ~ C~ C~ ~b~l ll~ff ~ ~ ~ o~,
e4d4 ~'~~'4 ~ ~'drr vz W t l
,~4 ,°ap~?a,'f: ~ ~ e ands m~
~ u°,~,,~, a ~ Uplands ~ o w In 0 6_ ~
c~-
r~ ~ r l.~ ' n n~ ~ y °n°z , .1,~ ti,~ ~ ~a/ Baca
Iy~ti f. n Ca O ; a/, pip
+p ~ r' a~~~ t O p O ~ ~ i O / *ar~ ~ i . O . f1J ~ 1~
o (n ('1 ~ L16 ~ o ~Q9 Dnnny Marco Padgett, do certiFy that this pint O a7 1,0
wns drawn under ny supervision Fron nn nctual Z o ~ ~
s L53 survey Wade under ny supervision (deed Wetlands p description recorded in Deed Book 2602, Page 220, ~ n L53 a ~
and Deed Book 2647, Page 234)1 that the ~ g boundaries not curve ed are clenrl indicated ~ a S
Y y ~ y that the ratio of precision ns calculated is Cs,~ N (s, N
!5,0001 that this plot was prepared in occordnnce with G.S. 47-30 ns nnended. Witness ny original a`0 Ma~
signature, registration nunber and seal this 1B 426 L29 X30 3 X35 ~ ir~~ i
do of March, A.D. 2006. f 132 l3 ? ~0 2 ~ y Shoreline ~ J ~9 l3~ ~ ~ a i ~ A SUrVey FOr ,
j - Wly-- j 38 va
1 ~ S orellne L44 1 Dnnny Mnrc Padgett, RLS L 639 S9 1 :\g ~ iamon oin -
8~ , ~ r~3 \g o 5~ ,
I 3 This certifies th I at this co of thi I
py s plat occuraiely depicts the N ,~0 boundory of the Jurisdiction of Section 404 of the Glen 6 ° a Water Act ~ 4 ~ °~2 d A Portion of Lot 26 and Lot 27 J.H. Batts Division
Pursuant to the 1987 Corps of En sneers Wetlands Delineation Manuol. As determined b the undersi Wed on t i . So Town of Surf City, Pender Count ,North Carotin
y g h s date, Unless 0~ ~j ~ there is a change in the low or our published re ulolions, this 9 Y a Surv eyed B, DhIP
determinat(on of Section 404 jurisdiction moy be relied upon fora lip ,Jo period of flue years from this date. Sheet
S `~6 ~ ~ oG Ir > Iron Pie Drawn Bye nriP l of 1 P _ ,
• I r Scaie~ WE Hands Delineation port n~ , Iron Stake ,•_ao~ v c ,er -
d; Signature of U.S. Army Corps ~d of Engineers Official p~ ? CC ~ Concrete Moni,ar~ent Dote. osio~~os Pro~e~t No, -
5 r i Rev. 07/02/05 0~/18!OS 03/]QiOb Dipnond Point W/L,dw
~ P, -r-a ~ Date of Signature ' P,K, Nail -
I ~'_p#~ oo5'ao6a Bar Scale - c~nn ~~~rco a Scale 1 40 ~
a 3 l'f7 Box 130
_ Sneads Ferry, ldorth Carolina 08460 Tele, (910) 327--I9 7
40 0 40 i 6 40 80 120
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