20041537 Ver 1_Complete File_20040915

OF W A rF9 Michael F. Easley, Governor
,O? QG William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
COW7
> _H Alan W. Klimek, P.E.,Director
p .C Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
fil L2 Q,
January 20, 2005
JA e ;005
Joe Valente
111 Wind-Dance Lane 1)ENR-Vt'?.TEt;GIi'-LITY
Swansboro, NC 28585 lr.'IV4403ANDSTQf NA7ERBRANCH
SUBJECT: Approval of 401 Water Quality Certification
and Additional Conditions
Lot # 19 Sandpiper Village
DWQ Project # 041537
Carteret County
Dear Mr. Valente:
You have our approval, in accordance with the attached conditions (WQC # 3402) to conduct the
following activity located on your property at Lot # 19 Sandpiper Village, Indian Beach, Carteret County.
This approval allows you to:
1. Fill 0.01 acre of 404/401 wetlands for driveway crossing;
2. Fill 0.03 acre of 404/401 wetland for a house pad.
This approval is only valid for the purpose and design that you described in you Pre-Construction
Notification (PCN) application received as complete by the Division of Water Quality (DWQ) on
September 15 2004 and on January 13, 2005. After reviewing your application, we have determined that
General Water Quality Certification Number 3402 covers this activity. This Certification can also be
found on line at: littp://h2o.enr.state.nc.us/ncwetiands/certs.]itm1. This Certification (#3402) allows you to
use your 404 Permit when the Corps of Engineers issues it. Please keep in mind that there may be
additional Federal, State or Local regulations applicable to your project, such as (but not limited to)
Sediment and Erosion Control, Non-Discharge and Water Supply Watershed regulations, NPDES
Stormwater and Coastal Stormwater. In addition, this approval will expire when the accompanying
404 Permit expires unless otherwise specified in the General Certification.
Please be aware that if you change or modify your project, you must notify the Division
(DWQ) in writing and you may be required to send us a new application for a new certification. If the
property is sold, the new owner must be given a copy of the Certification and approval letter and is
thereby responsible for complying with all conditions. If total wetland fills for this project (now or in the
future) exceed one acre, compensatory mitigation may be required as described in 15A NCAC 2H .0506
(h). For this approval to be valid, you must follow the conditions listed in the attached certification
and the additional conditions listed on the following page:
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax [phone] One
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper NorthCarolina
Amorally
Page Two
Joe Valente
DWQ Project # 041537
January 20, 2005
1. 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 Pre-construction Notice
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;
2. 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 this office and a copy to the
401 Oversight/Express Review Permitting Unit, North Carolina Division of Water
Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.
Please notify this Office at the number listed below if any problem arises during the
construction of the project that may affect water quality.
If you do not accept any of the conditions of this certification, 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 conforming 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 DWQ Permit #041537 under Section 401 of the
Clean Water Act. If you have any questions, please telephone Joanne Steenhuis or Ed Beck at
910-395-3900.
Sincerel .,
z Alan W. Klimek, P.E., Director
Division of Water Quality
Attachments: GC # 3402
Certificate of Completion
cc: Corps of Engineers Wilmington Field Office - Mickey Sugg
WiRO- Noelle Lutheran
40 1 Oversi ght/Express Review Permitting Unit - Cyndi Karoly
Prestige Land Surveying - Keith Buck
OF WA7F9 Michael F. Easley, Governor
O? pG William G. Ross Jr., Secretary
y North Carolina Department of Environment and Natural Resources
>?W? r Alan W. Klimek P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
`?• Division of Water Quality
October 13, 2004 (?/7
? Q5 V
CERTIFIED INIAIL: 7004 0750 0000 5300 3884 U D
RETURN RECEIPT REQUESTED OCT 2 Y 2004
Joe Valente ?rETigryDS0 TOfiIAVABlWiCf{
111 Wind Dance Lane AN4
Swansboro, NC 28584
SUBJECT: PROJECT ON HOLD FOR
ADDITIONAL INFORMATION
Lot # 19 Sandpiper Village
DWQ Project # 04-1537
Carteret County •
Dear Mr. Valente:
This Office has reviewed your Pre Construction Notification application and is placing your
project on hold until we receive the following additional information:
1. Please clearly show a cross section (to scale) of the proposed road crossing and house pad fill
and include the slope protection;
2. Please send a copy of the signed wetland jurisdictional determination for the property;
3. Please show on the plan the CAMA wetland line (line is not clear as to where it goes);
4. Please send a copy of the Corps of Engineers permit; .
5. Please include a copy of the deed restrictions that will protect the remaining wetlands on the
lot from additional impacts.
This Office conducted a site visit on October 12, 2004 and has concerns that the proposed project
may fill coastal marsh and by copy of this letter is notifying the Division of Coastal Management.
Please respond within three weeks of the date of this letter by sending a copy of the information
to Joanne Steenhuis and to Cyndi Karoly, 401 Oversight/Express Review Permitting Unit, 2321 Crabtree
Blvd., Raleigh, NC 27604-226, her phone number is [phone]. 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. If you have any questions, please feel free to call me at [phone].
cerely, i
Joanne Steenhuis
Environmental Specialist III
cc: Cyndi Karoly --401 Oversight
Mickey Sugg - Corps of Engineers Wilmington
Tere Barrett - DCM Morehead
WiRO
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax [phone] One
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper North Carolina
Naturally
MEMORANDUM
TO: John Dorney
Non-Discharge Branch
Regional Contact: J. Steenhuis
WQ Supervisor: R Shiver
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Joe Valente
Project Number 04 1537
Recvd From APP
Received Date 9/15/04 Recvd By Region
Project Type driveway to single family residence
County Carteret
County2
Region Wilmington
Certificates Stream
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
14 404 FT-0 N
F- _F 20-36-(8.5) SA HQW 30,507. 6.04F
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? 0 Y 0 N Did you request more info? 0 Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? 0 Y 0 N
Is Mitigation required? 0 Y 0 N
Recommendation: 0 Issue 0 Issue/Coed 0 Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
cc: Regional Office
Central Office Page Number 1
DWQ Project # 04-1537
Subject: DWQ Project # 04-1537
From: Joanne Steenhuis <[e-mail]>
Date: Tue, 19 Oct 2004 16:09:00 -0400
To: Cyndi Karoly <[e-mail]>
CC: Rick Shiver <[e-mail]>, Tere Barrett
<Tere. B arrett @ ncmail. net>
Cyndi,
I have placed this project on hold as of 10-13-04. I am
concerned that part of the area that is proposed for fill is
coastal wetland (outside the 75' AEC). I also talked with Mr.
Valente today and told him he needed to contact Coastal Management
to have them finish the coastal wetland line. He told me that he
already had a field appt with a LAMA rep for this coming Tuesday and
he would get him to look at the coastal line. I also talked with
Mickey Sugg at the Corps and he has already issued the permit for
the project.
I told Mr. Valente that he would need a LAMA Major permit if there
were any impacts to the coastal marsh, but that he would not have to
pay for the 401 again.
1 of 1 10/20/2004 9:30 AM

Date:

Triage Check List
Project Name:
DWQ#: oy /.53 7
County: C C4"L
To: ? ARO Kevin Barnett
? FRO Ken Averitte
? MRO Alan Johnson
? RRO Mike Horan
From:

? WaRO Tom Steffens
G&WiRO Noelle Lutheran
?' WSRO Daryl Lamb
Telephone : (919) 733 _52'8 3
The file attached is being forwarded to spur 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
?A nimization/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:
(I
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North Carolina Department of Environment and Natural Resources
Division of Water Quality
Michael F. Easley, Governor William G. Ross, Jr., Secretary
Alan W. Klimek, P.E., Director
September 7, 2004
CERTIFIED MAIL
WETLANDS/ 401 GROU
John A. Odom
Prestige Land Surveying PA _ SEP 1 5 2004 /G
e501 WB McLean Blvd Lt
°>? of ?
Cape Carteret, NC 28584 WATER QUALITY SECTION
Dear Mr Odom:
On 9/2/04, the Division of Water Quality received your application on behalf of Joe Valente for a
401 Certification in Carteret County, North Carolina. Please note that beginning January 1, 1999,
the N.C. General Assembly passed legislation requiring payment of a fee for all 401 applications,
as stated on page 2 of the PCN application form. Your application is being returned since no
payment was received with the package. The fee for applications is $200 for projects impacting
less than an acre of wetland and less than 150 linear feet of streams. For projects impacting one
or more acres of wetland or 150 or more feet of streams, the fee is $475. In order for DWQ to
begin review and process your request, you must send a check in the appropriate amount made
payable to the N.C. Division of Water Quality, attached to your application.
If you have any questions regarding this letter please do not hesitate to call me at (919)-733-
1786.
Dorney
Enclosed: 401 Application Packets recd 9/2/04
CC: Central Files
Wctlands/401 Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650 One
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604 Nor thCarolina
Phone: [phone] / FAX [phone] / Internet: httn://h2o.enr.state.nc.us/nc«ctlands ;VatitIvIlif
Office Use Only: Fonn Version May 2002
USACE Action ID No. DWQ No.
kir any particular item is not appucaoie to this project, please enter "Not Applicable" or "N/A".)
1.
if.
Processing
1. Check all of the approval(s) requested for this project:
[,1 Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
Q 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: e_'M I
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NC WRP prior to submittal of PCN), complete
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Enviromnental Concern (see the top of page 2 for further details), check here: ?9
Applicant Information
WETLANDS / 401 GROUP
SEP 0 212004
1. Owner/Applicant Information
Name: JoE Vs+ Lg y-rr_ A/ATFR N IIAl ITY SEC ON
Mailing Address: i I I Ww,p D,ati?cE LANE 5WAIN5Bozb , NG 28584
S F2 r
Telephone Number: zsz- Soe- 7i71 Fax Number: r
E-mail Address: WATER QUAI ITY E"ON'
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: JOHN A. o_DOM, PLS
Company Affiliation: 1?rzesrraE LAAI17 SU1?_VE-1,Ai pA
Mailing Address: _ soi W.S. A4e-LeAji BLVD. CAPECA27-,e2ETt me- 285D4
Telephone Number: zsz- 3q3- zigg
E-mail Address:
Fax Number: zsz - 39 a - 3 0 ?s
_D
Page 5 of 12
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name ofproject: _SANr>p,PEr_ Jlucar-E, L..ar 19 61,vo,v,nuAt- LoT
2. T.I.P. Project Number or State Project Number (NCDOT Only): Iu/A
3. Property Identification Number (Tax PIN): 63o• . os -o9- 37e>8
4. Location
County: CAP_Ter_e- Nearest Town: JAJDIAN 13EAe-14
Subdivision name (include phase/lot number): SA,vanlPCP_ V1LL4GE , t.or !9
Directions to site (include road nwnbers, landmarks, etc.):-TAavEL Nwr Z4 Feom JAoesoNyiLLE To
W'r695. OF Me 5$ /N ('opE CARTLREY 7AKa 1Zi4Hr pu soy rgAV6LTHeovo.l Emee4LD 15LE 4ND INro
NDIAIV 8EAej4 TAKE <a oN SANDPIPER LAIJ JUST {BAST SEA ISLE FLANTA- -not.?) T'Qof'EZ?y 15 A-r
TEfLMI?JlJS of SA"DProcTZLAME. Ccoe'ecrNarES S,-T,
5. Site coordinates, if available UTM or Lat/Lon A4-349,825 Pr ?DS3) F2oM F. I.rz.M. MAP
( g):_ t Z,G4I, ayo Fr. 372oe.344mJ, ?ucy !G, 7-003)
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): 1.4o Ass As ,5p- 5usarvlslol,l MAR
7. Nearest body of water (streani/river/sound/ocean/lake): Bo?uE So?..?D
S. River Basin: N/A
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://112o.enr.state.ne.us/adniin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application:__T,-,,s P?,oPE2ry / klA1,6rpR-oN ?- } -open ON 004W-0 SoCIND TkV WITH 4o4 vle-r2Amt ff 61-Al-ntl _ OSACE. oPF2TlE5 IN Ash A>`E Oc ReSIDEW-nAL
E LU N6 S.
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used:-rH15 TIRoPE9W
IS A 1.4o Aega 'rrACY AiPF-'ox. 7-/'A75 DUE ro ITS L&94TN 411D 7-oPG>6¢API4Y THE i4eALni DEPT OAS
EVALUATEDTHESc1LS AND %TEr-NIINED Sgme- SYSTEM To 66PLAcebA-r:. Durw MoSTPoRTIONOFUPLANDS
CAS PER MAP TNrs LBAyes Et4pw-N e,6m F'cR 6AC44E (LIy1w- AL CA IN ToP) A No A 14' D-zivE WAY 'rNE OwNEP-
p,E02yEST5 Tc.FI(.L A SEGTU)" of I e-MA1.1D5 For= D91USWAX C12csslNe-, f7ND A OCMAII D POCkCT" Fors
7NE 8U1LD1W- E"vELOPE or- Nrs Pe1? rw ZesipGAtcE
11. Explain the purpose of the proposed work: r 15AAAMLE pwluee. T 6Qw:sTCVC.-r m *Prz1V6?.1AX
0.cEO-s WETLANDS AiD To BuiLzA A *b'gePo' PRar.-wm)
RE-SfDENGe W1TN iz'?o2crt
oti WA rEeFleonlT
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
amt-T?bs VACANT Atiy Damgm Axto'us on 1?nemir Appwe rtams meter 7o TNIs ?>A-M
V. Future Project Plans
Are any future pen-nit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
t4 L&
VI. Proposed Impacts to Waters of the United States/vVaters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 7of12
1. Provide a written description of the proposed impacts: 'Pgof-orer> 7c; F, u- 599. do
We-mAmD Sr-re A" AwD Wer"mr; B" 1Z48.49 'S.F.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain**
es/no Distance to
Nearest Stream
linear feet)
Type of Wetland***
?• A •. rl" MAMruhC
FoIC ??rs orJ
-O. D7Ae_.
Vgs AE - E6 G' uoe ur_ 5ouw!
17 5'
404
Fau- nnareerAL.
e. t^ont cTtonl
o •O3 Aa.
ES A E a L S'
53'
40

List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http:.+/w %w.fema.aov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: 0, Z7 Ae-"S
Total area of wetland impact proposed: a. o4 AceEs
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on ma)
Type of Impact* Length of
Impact
linear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please secify)

n List each impact separately and identity temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
«????.us s.aov. Several internet sites also allow direct download and printing of USGS maps (e.g., Lywn.topgzone.com,
t????t.maluost.cunt, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: ry-14
Page 8 of 12
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)

UIZ3L cacn impact separately and identity temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):__
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): wl,
Size of watershed draining to pond: &Expected pond surface area: VII. Impact Justification (Avoidance and Minimization)

Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
A5 Pere MAP- 11.3 DeT-e AA,NATIOPj INPICA D SEPTI L1YouT 9AtDTA BE PCASEb o?.1 5esune w Ro2.flot1
of PQoPEgzV wvTo 'mr lDetVCWAX AN?Grt?GE?AS SNowN? TF115 (SAS DISPt-EATjED ALL THE BuatDtt4
_AlzeA Le%_eATsp ON 50UT11 51 V19 oP we-mANb .,A+" WITFI A P612-MIT To FILL. ATorAL of o o-4 Ac2E-_
or wETLAMD.5, 1T WoLrLD E mA6Le us To klAyr_ A D¢auEWAy A-t? A a?11L?ING !"AAA.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Page 9 of 12
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic enviroinnent are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
htte://h2o.rnnstate.ne.us/ncwetlands/strrngide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much infonnation as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/in(iex.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233
(Meuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 213 .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify_ )?
Yes ? No EJ If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* (s uImpct are feet Multiplier Mitig t ired
1 3
2 1.5
Total
z.one i extenas out iv icet perpenaicutar from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 11 of 12
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 213 .0242 or .0260.
6 IA
X1. Storwwater (required by 1DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream front the property.
EG r7XISTIM4 I.4oA4 Lbr Is 1007 pEey?oys, Przopo5ED Impcavldus AesA IS 0.2$Aa.?l$7Z
TORMWATEr= WILL 86 RETAINED Om 5rre ANo !5wr Feme-c W1w r?bTEcr ALL Dis-rux66rs Ar_EA3.
X11. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
ON SITr C6?wvewrl,,m r L 5cprze SYSTEM
X111. Violations (required by DWQ)
Is this site in violation of DW Wetland Rules (15A NCAC 214.0500) or any Buffer Rules?
Yes ? No ['
Is this an after-the-fact permit application?
Yes ? No 9
X1V. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control),
-? .4aev5r 3b Zooiz
A n /Agent's Signature Date
(Agent' gnature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
'- United States
Department of
Agriculture
Sou
Conservation
Service
In cooperation with
United States Department
of Agriculture,
Forest Service,
North Carolina Department
of Natural Resources and
Community Development,
North Carolina Agricultural
Research Service,
North Carolina Agricultural
Extension Service, and
Carteret County Board
of Commissioners
Soil Survey of
Carteret County,
North Carolina
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20
soil and 35 percent Duckston soil. These soils are on the
Outer Banks. The largest areas are on Core Banks.
Mapped areas are long, variable in width, and range
from 5 to 50 acres.
The Corolla soil typically has a very dark grayish
brown and grayish brown fine sand surface layer 10
inches thick. The underlying material to a depth of 80
inches is pale brown and light gray sand.
The Duckston soil typically has a surface layer that is
very dark gray fine sand 5 inches thick. The underlying
material to a depth of 60 inches is light brownish gray
and dark grayish brown fine sand.
Permeability is very rapid, and the available water
capacity is very low. These soils range from medium acid
to moderately alkaline. The seasonal high water table is
1.5 to 3.0 feet below the surface in Corolla soil and 1
foot to 2 feet below the surface in Duckston soil.
Elevation is less than 10 feet. These soils are subject to
flooding during severe storm tides. Corolla soil floods
rarely, and Duckston soil floods frequently for brief
periods. These soils are also exposed to variable
amounts of salt spray, depending on proximity to the
ocean.
Included with these soils in mapping are small areas of
Carteret and Newhan soils. The very poorly drained
Carteret soils are in marshes. The excessively drained
Newhan soils are in small hummocks. The included soils
make up about 15 percent of this map unit.
Native vegetation varies depending on the amount of
exposure to salt. Salt-tolerant plants, such as seacoast
bluestem, seashore elder, largeleaf pennywort, sea
rocket, seaside goldenrod, marshhay cordgrass, and
bitter panicum, are in the most directly exposed areas.
As exposure to salt spray decreases, common plants are
eastern baccharis, waxmyrtle, yaupon holly, bayberry,
eastern redcedar, Atlantic white-cedar, grape, Virginia
creeper, greenbrier, peppervine, wild olive, and live oak.
Exposure to salt spray causes these plants to have a
sheared appearance that is shaped according to
contours of the adjacent dunes.
These soils are used mainly as habitat for coastal
wildlife. They are not used as cropland or woodland
because of exposure to salt spray and flooding with salt
water. Wetness, the hazard of flooding, and the lack of
adequate outlets for drainage are major limitations in
using these soils for building site development, sanitary
facilities, and recreation. Poor filtering capacity and
seepage are additional limitations for sanitary facilities.
Corolla and Duckston soils are in capability subclass
Vllw. They have not been assigned to a woodland group.
CH-Carteret sand, frequently flooded. This soil is
nearly level and very poorly drained. It is in marshes
along sounds and bays and around the mouths of rivers
and creeks. Elevation is mostly 1 foot to 1.5 feet.
Mapped areas are irregular in shape and range from 5 to
300 acres. Access was limited in many places because
Soil Survey
of water, so observations of this soil were not as detailed
as those of other soils. However, the mapping was
controlled well enough to make interpretations for the
expected uses.
Typically, the surface layer is dark grayish brown and
dark gray sand 10 inches thick. The underlying material
to a depth of 80 inches is gray loamy sand and greenish
gray sand.
This soil ranges from slightly acid to moderately
alkaline. The water table is at or near the surface
continuously. This soil is subject to flooding at least
monthly, and some areas flood weekly with salt water
during storm or wind tides. Salt concentration is 15 to 30
parts per thousand.
.. Included with this soil in mapping are small areas of
Hobucken, Corolla, and Duckston soils. The very poorly
drained Hobucken soils are in areas of marsh around the
mouths of rivers and creeks. The moderately well
drained and somewhat poorly drained Corolla soils and
the poorly drained Duckston soils are in small, scattered
areas in slightly higher positions than those of the
Carteret soil. Also included are some low areas of
Carteret soil that are flooded daily with salt water. The
included soils make up about 15 to 30 percent of this
map unit.
This Carteret soil is used for native vegetation that is
adapted to extreme wetness, flooding, and exposure to
salt. It is not used for cropland, woodland, building site
development, sanitary facilities, or recreation because of
flooding, ponding, seepage, and excess salt. The
dominant vegetation is black needlerush. Other common
plants are marshhay cordgrass, saltgrass, saltmarsh
bulrush, eastern baccharis, marshelder, glasswort,
smooth cordgrass, and saltwort. These marshland areas
are an important part of the coastal ecology. The marsh
plants contribute nutrients to the estuarine system
benefiting fish and shellfish and also provide habitat for
wetland wildlife.
This soil is in capability subclass Vlllw. It has not been
assigned to a woodland group.
CL-Carteret sand, low, frequently flooded. This
soil is nearly level and very poorly drained. It is in
marshes on the sound side of the Outer Banks.
Elevation is less than 1 foot. Mapped areas are irregular
in shape and range from 5 to 200 acres. Access was
limited in many places because of water, so
observations of this soil were not as detailed as those of
other soils. However, the mapping was controlled well
enough to make interpretations for the expected uses.
Typically, the surface layer is dark grayish brown and
dark gray sand 10 inches thick. The underlying material
to a depth of 80 inches is gray loamy sand and greenish
gray sand.
This soil is moderately alkaline. The water table is at
or near the surface continuously, and the soil is flooded
Carteret County, North Carolina
by ocean tides daily. Salt concentration is 20 to 35 parts
per thousand.
Included with this soil in mapping are small areas of
Carteret soil in slightly higher marshes that are not
flooded daily by the tides or vegetated mainly with
smooth cordgrass. The included soil makes up about 15
to 30 percent of this map unit.
This Carteret soil is used for native vegetation (fig. 9)
of plants adapted to extreme wetness and flooding with
salt water. It is not used as cropland, woodland, building
sites, sanitary facilities, or recreation areas because of
flooding, ponding, seepage, and excess salt. The
dominant vegetation is smooth cordgrass. This plant
contributes a much higher amount of nutrients to the
estuarine system than other marsh plants. Areas of this
unit are an important part of the coastal ecology and

21
provide habitat for wetland wildlife and some marine
species during part of their life cycle.
This Carteret soil is in capability subclass Vlllw. It has
not been assigned to a woodland group.
CnB-Conetoe loamy fine sand, 0 to 5 percent
slopes. This soil is well drained. It is on ridges on low
marine and stream terraces in scattered areas near
rivers, creeks, sounds, and bays. Mapped areas are
irregular in shape and range from 5 to 100 acres.
Typically, the surface layer is dark grayish brown
loamy fine sand 4 inches thick. The subsurface layer is
light yellowish brown loamy fine sand to a depth of 30
inches. The subsoil extends to a depth of 72 inches. It is
yellowish brown fine sandy loam in the upper part and
yellowish brown loamy fine sand in the lower part. The
. H ?
_
?`..
41
I' t 1 , r?l,j,? ,.?,A?? 1 ??,? y...t?? ? ? ? tk?? ((? ,11? 1?t 7,t?? Y+? IG 8 ?? "„"` ?t l-{r "1ti ??, ?1 ? y ?y' i ?? ?i
y i? flt{is?} c 4 n ! ?? {' t lj P? t? !'? 1 1 f1?: ?lleM ?fJll I???? Lf??
i ;?I t r kF `a $ it
A> t ? n?.. s x? - f 1 d ? e??v a a?• ?
+s..? ? ?r$ t'?a {
_J N"
tt?!5 i` 7 E 'T L ! t }" i? ?" ?'d'7 4
Ail
t ,}f r-¢? e 1 t? 3 $pit' +fi. -, 4?rK?}. 'tc ?: y .1
` '.a ajs r , iy it f? t i `t, y,. k r {'" s rx3?f''.
Figure 9.-Most areas of Carteret sand, low, frequently flooded, are In native vegetation, mainly smooth cordgrass.
36
Soil Survey
This Murville soil is in capability subclass Vw and in
woodland group 4W.
Nc-Newhan-Corolla complex, 0 to 30 percent
slopes. This complex consists of Newhan soil on dunes
and Corolla soil in troughs between the dunes. Newhan
soil is excessively drained, and Corolla soil is moderately
well drained and somewhat poorly drained. A typical
area contains about 60 percent Newhan soil and 35
percent Corolla soil. These soils are on the Outer Banks.
Newhan soil is 6 to 35 feet in elevation, and Corolla soil
is generally below 10 feet in elevation. Mapped areas
are long, variable in width, and range from 10 to 500
acres.
The Newhan soil typically has a light brownish gray
fine sand surface layer 2 inches thick. The underlying
material to a depth of 80 inches is light gray fine sand
and sand.
The Corolla soil typically has a very dark grayish
brown and grayish brown fine sand surface layer 10
inches thick. The underlying material to a depth of 80
inches is pale brown and light gray sand.
Permeability is very rapid, and the available water
capacity is very low. Newhan soil is neutral or mildly
alkaline, and Corolla soil ranges from medium acid to
mildly alkaline. The seasonal high water table is 1.5 to 3
feet below the surface in Corolla soil. The Newhan soil
does not have a high water table within a depth of 6
riyura io.-A natural transition is made between short pocosin vegetation on hlurville mucky sand and a pine forest on Leon sand.
Carteret County, North Carolina
feet. The Corolla soil is subject to rare flooding with salt
or fresh water. The soils in this map unit are exposed to
variable amounts of salt spray depending on proximity to
the ocean. Wind erosion is a very severe hazard in areas
of Newhan soil that are not protected by vegetation.
Included with these soils in mapping are small areas of
Duckston and Fripp soils. The poorly drained Duckston
soils are in depressions, and the excessively drained
Fripp soils are on small, forested dunes. The included
soils make up about 5 percent of this map unit.
The Newhan and Corolla soils are used for native
vegetation that varies according to the amount of
exposure to salt. The most directly exposed areas are
sparsely vegetated with salt-tolerant plants, such as
American beachgrass, sea-oats, seaside goldenrod,
seacoast bluestem, largeleaf pennywort, bitter panicum,
and seashore elder. As exposure to salt decreases,
vegetation is more dense. Plants common to these areas
are live oak, waxmyrtle, eastern redcedar, bayberry,
yaupon holly, peppervine, Virginia creeper, grape, wild
olive, eastern baccharis, and greenbrier. Exposure to salt
spray causes these plants to have a sheared
appearance that is shaped according to contours of
adjacent dunes.
These soils are not used as woodland or cropland
because of exposure to salt spray, rare flooding with salt
water in low-lying areas, and droughtiness. They are
used mainly as habitat for coastal wildlife. In some
areas, the Newhan soil is being developed for building
sites, but the moderately steep to steep slopes and the
hazard of wind erosion are limitations.
The Newhan soil is in capability subclass Vllls, and the
Corolla soil is in capability subclass Vllw. These soils
have not been assigned to a woodland group.
Nd-Newhan fine sand, dredged, 2 to 30 percent
slopes. This soil is excessively drained. It is in areas of
dredge spoil deposited on islands, marshes, and low
marine terraces mainly along Bogue Sound and the
Intracoastal Waterway during construction and
maintenance of channels. Mapped areas are irregular in
shape and range from 5 to 300 acres.
Typically, the soil is layers of light brownish gray fine
sand and light gray fine sand and sand to a depth of 80
inches. Shell fragments are in most layers.
Permeability is very rapid, and the available water
capacity is very low. The soil is neutral or mildly alkaline.
The seasonal high water table is more than 6 feet below
the surface. The elevation ranges from 6 to 20 feet. This
soil is exposed to variable amounts of salt spray
depending on proximity to the sound. Wind erosion is a
very severe hazard in areas unprotected by vegetation.
Included with this soil in mapping are small areas of
Carteret, Corolla, and Duckston soils. The Carteret soils
are in marshes and are very poorly drained. The
moderately well drained and somewhat poorly drained
Corolla soils and the poorly drained Duckston soils are
37
below 6 feet in elevation. Also included are some areas
of a soil that is similar to the Newhan soil along the
Intracoastal Waterway. These areas are in forests. The
included soils make up 15 to 30 percent of this map unit.
Most areas of this Newhan soil are in various stages
of succession of native plants depending on the age of
the deposit and the amount of exposure to salt spray.
The most recently deposited areas are bare of
vegetation. Older areas that are directly exposed to salt
spray are sparsely vegetated with marshhay cordgrass,
seacoast bluestem, sea-oats, bitter panicum, largeleaf
pennywort, and seaside goldenrod. Common plants in
less exposed areas are waxmyrtle, live oak, yaupon
holly, eastern redcedar, bayberry, peppervine, Virginia
creeper, eastern baccharis, and grape.
This soil is not used as cropland or woodland because
of exposure to salt spray, extreme droughtiness, and
very rapid leaching of plant nutrients. It is used mainly as
habitat for coastal wildlife. In a few areas, it is used for
building sites. The main limitations for building site
development and sanitary facilities are moderately steep
slope in some places, seepage, poor filtering capacity,
and wind erosion. Unvegetated areas can be stabilized
by planting adapted grasses and shrubs. Development
that fits in with the topography of vegetated areas can
help maintain stability if site disturbance is minimal. The
sandy texture and excessive slope are the main
limitations for recreation uses.
This Newhan soil is in capability subclass Vllls. It has
not been assigned to a woodland group.
Ne-Newhan-Urban land complex, 0 to 8 percent
slopes. This complex consists of areas of excessively
drained Newhan soil and Urban land on Bogue Banks.
The largest area is at Atlantic Beach. A typical mapped
area consists of about 50 percent Newhan soil and 30 to
40 percent Urban land. Newhan soil is on dune ridges
that parallel the ocean. The elevation ranges from 6 to
35 feet. Mapped areas are long, variable in width, and
range from 5 to 300 acres.
Typically, Newhan soil has a light brownish gray fine
sand surface layer 2 inches thick. The underlying
material to a depth of 80 inches is light gray fine sand
and sand.
Newhan soil has very rapid permeability, and the
available water capacity is very low. This soil is neutral
or mildly alkaline. It does not have a high water table
within a depth of 6 feet. This soil is exposed to variable
amounts of salt spray depending on proximity to the
ocean. Wind erosion is a very severe hazard in areas
unprotected by vegetation.
Urban land areas are covered with buildings, streets,
driveways, and parking lots.
Included with this complex in mapping are small cut
and fill areas where the natural soil has been altered or
covered and the slope has been modified. These areas
are commonly adjacent to the Urban land. Also included
?3 ss UNITED STATES
v?, sue,
° DEPARTMENT OF THE INTERIOR
GEOLOGICAL SURVEY
76052'3 " 3 OOOm 3 HAVELOCK 11 Ml. 3
34°45' 29 E. _ J o NEWPORT _ ? , (-` 32 //5_0S!'
C?? x27 \ '• f v `1 ("
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3846o0Gm_N. CRO. TAN ;; RATIO U I -
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34°37'3005230
-?26aoooa FEET 329 330 331 50'1332 333 1334
76 335
Mapped by the U. S. Coast & Geodetic Survey
Edited and published by the Geological Survey
Control by USC&GS and USED
Culture and drainage in part compiled from
aerial photographs taken 1946
Topography by plane-table methods 1947 Field check 1949
Polyconic projection. 1927 North American datum
10,000-foot grid based on North Carolina coordinate system
No distinction is made between dwellings, barns,
commercial and industrial buildings
Unchecked elevations are shown in brown
1000-meter Universal Transverse Mercator grid ticks,
zone 18, shown in blue
Revisions shown in purple compiled by the Geological Survey from
aerial photographs taken 1971. This information not field checked
SCALE 1:24000
* 1 2 0 1 MILE
MN I 1000 0 1000 2000 3000 4000 5000 5000 7000 FEET
ON
1 .5 0 1 KILOMETER
5•
IO7MILS _1.02'
18 MILS
II
CONTOUR INTERVAL 5 FEET
DATUM IS 14EAN SEA LEVEL
UTM GRID AND 1971 MAGNETIC NORTH SHORELINE SHOWN REPRESENTS THE APPROXIMATE LINE OF MEAN HIGH WATER
CECLINATION AT CENTER OF SHEET THE AVERAGE RANGE OF TIDE IS APPROXIMATELY 2 FEET IN ROGUE SOUND
AND 3 FEET ALONG THE OCEAN
THIS MAP COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS
FOR SALE BY U. S. GEOLOGICAL SURVEY, WASHINGTON, D. C. 20242
A FOLDER DESCRIBING TOPOGRAPHIC MAPS AND SYMBOLS IS AVAILABLE ON REQUEST
i
r
o ?
15,11 R
North Carolina Department of Environment and Natural Resources
Michael F. Easley, Governor Division of Marine Fisheries Preston P. Pate Jr., Director
William G. Ross Jr., Secretary
MEMORANDUM
TO: John Dorney
Division of Water Quality
FROM: Mike Street
DATE: September 30, 2004
SUBJECT: Joe Valente Property
401/404 Project No.041537 / Carteret County
SEP 3 0 2004
DENR - WATER QUALITY
14 TWD ANI S MAVATER BRAtXH
Attached is the Divisions' reply for the above referenced project. If you have any
questions, please do not hesitate to contact me.
MS/sw
3441 Arendell Street, P.O. Box 769, Morehead City, North Carolina 28557 One
Phone: [phone] \ FAX [phone] \ Internet vAvw.ncdmf.net NorthCarolina
An Equal Opp lunit/ / A°:nratr.e Ac: on Enployo r-50 "o P.ccydcd 110'?o post Coisuirer Paper ;Vatllrallf
A`K hA
?a,%
RCDENR
North Carolina Department of Environment and Natural Resources
Michael F. Easley, Governor Division of Marine Fisheries Preston P. Pate Jr., Director
William G. Ross Jr., Secretary
Memo
To: John Domey
Division of Water Quality I
From: Patricia L. Murphey ?V\
Marine Biologist Supervisor
Thru: Mike Marshall /V Off"
Central District Manager
Date: 9/28/2004
Re: Comments for Joe Valente Property
The North Carolina Division of Marine Fisheries (NCDMF) does not have any concerns with the
filling of the 0.04 acres of wetlands on Mr. Valente's property. However, we would like to suggest
that Mr. Valente reduce tie width of his driveway from 14 ft to 8ft in order to reduce impervious
surfaces from 18% to approximately 14%. This would also reduce wetland fill in the area of his
driveway.
NorthCarolina
3441 Arendell Street, P.O. Box 769, Morehead City, North Carolina 28557 Naturally
Phone: [phone] FAX: [phone] Internet: wvrw.ncdmf.net
An Equal Opportunity / Affirmative Action Employer - 50 % Recycled 110% post Consumer Paper
'
ROGUE SOUND
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~~q r s,v SURVEYOR S CERTIFICATIO
ti N STATE OF NORTH CARa lNA, CARTfAET COUNTY
XEJTN A BUCX, CfR7/fY THAT THIS P1AT WAS DRA
~'9~. SM~~`~'~`! fROM 4N ACTUAL SURVEY fBi`~AH (Al40E UND AEJ FbNBfR-,1N~ _ - ER MY SUP£RVIS/ONJ (DEED c~,P D£SCR/PT/CbY AECA90f0 JN BOGW SEE, PAGE AEFI (OTNfRJ; THAT RATIO
f OF PREC/SlO4V AS CALCULATED BYCATITUDES AND DEPARTURE U ~ i ~ ~iF,\ THAT TNf BOUNDARIES NOT SURVEYED ARf SHOIHV AS BAAYf Y' ~
!NF[a9A64TlQY FU7ND IN BOOK SEE, PAG ~ FROM I \ ~ f Rff; ~
RECISTAAT/pY NL/A6E4 ANO SfAC THIS 20 DAY Of/TpESS~ r~ \ A Rlr~ ;y'~ 2009. L t
c i}~
°3-'' z PROFS ONR1 UR OR
; REGI~RAT•~ryU ~j •r
W EAR 10 ~~y'1-n ~ ~ ~ ES ~'P TER ~r`~r UG~~
.p CAMA_,rAx G HIGN wA ~h~' FIB `~,4 ~ 9E INU~r.ATIN MARK ~ ~IINN
m J,0 0 •0 ~ tt
3 2nd SURVEYi?R S CERTIFIC
ATION
_ ; tt 3/ SIF 1, KE/THA BUCK, REG/S?iQED LAND SURVfYCbP N0. L-3J83 CERT/fY TO EIP . \ / a ON PROPERTY LINE oNf oA AR7RE of Tr>~ fa .:?WING As INDICATED rHUS, ~A
ON PROPERTY LINk ~ _ J J p t ~ A. THAT THIS P = Of A SUAV Y
' C~SAKED I r ~ ~ ? THE AREA CAI .X%NTY aq MUNICTHAT CREATES A SUED/VISION Of LAND WITHIN G ~ A ~ IPAL /TY THAT HAS AN ORDINANCE THAT REGULATES < 6 A~ F}E~O PARCELS Of 1ANC
D ~e ~I "~jri pB, I ~ ? B. THAT TN/S PLAT S Of A SURVEY THAT /S LOCATED /N SUCH PORT/ON G3<' A C
MpN/C/PAL /TY TH,~T %S UNREGULATED AS TO AN ORDINANCE THAT REGULATES P~ £[S~
• ' ~R~~A• ~ ! 4'~ ~ C~' LAND; _ i
^/4TN p LyJ C. IHA7 TH/S PLAT ~ OF A SURVEY AN EXISTING P ~ ARC£L CW PARCELS ~ LAND;
r. < <.c.:.4 _ PROPOSED 40'X60, 1~-, _ ~ FOOTPRINT ? D. THAT TH/S PLAT A SURVEY OF AN
~ ~ EXIST/N s A [OUR - OTHER CATEGORY, SUCH AS THE RfCOM6/NATlCN Of \~w~~ pa6 ~ pl G PARCEL.. 7 A4DERE0 SURVEY G44 OTHER EXCEPT ~ SURD/VISION; lC~ TO IHf Dff/NIT/pV
r~ cn,~ I \ WiL a3
O ~ W T, ? E. THAT TH ~ ON AV - \ E ~ E /NfQ9AL4 A/LABL£ TO TH/S SUAVfYQ4 !S SUCH THAT 1 AM UNABLE
LANDSiw~ na TO M4KE A DfTfRM NATION TO THE BEST OF MY PROffSS/OWAC A8lL /TY AS . I j ~ TO PROV/SICaYS COaTA/Nf0 /N (AJ THROU H _ rn _ G (DJ ABOVE.
V`
~1 d. r ~ p PROFfS ~ -
~ 40' W S/CAYA[ [AND SUA'v£YA9 + ~ ~
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. , WETLAND D I_INIATION ~i E INFORMAT ION
~ I ~ r-WETLANDS LINE ~ I COURSE BEARING DISTANCE / i / , I COURSE BEARING DISTANCE
_ _ _ J~ SEA ISLE PLA 136-21 N 75°47'20"E I0,~8' NTATION ~ 44-45 N 54° " f tt ~ 36 27 E '
29.52 45-46 S 02°52' 18 W - CTIOw B -
\ ` ~ 20-19 5 31,83 •~s; . f,.. I A , ~ u i ~I ~ 12°49'30"E 15.F~~' _ o • ~ ~ 1 I 19- 18 S 14°01'33"E , 46 47 S 32 43 54 E 25.44'
. , , ~ ° ~ : 18-17 0 ~ 17.1 47-48 S 20°48' 16"W S 43 46 32 E 32.79'
17-16 S 69 03'21"E 27,~u' N 670 6;22,W 10.56
' 16-15 S ° ° 49-50 N 115 133 E 20, ' I ~ 87 43 36 E 16.'r}' S0-51 ° . 86 y,,. ~ - _ N 19 43
15 138 S 87°43'36'E 51 W 29 39' I .no 'i 5,11' SI-4 ° I oA I 4 N 32 03'59"W 17.29'
z0 , _ ~_,~---,r,; n v m WE t w l
o - LANDS c~ ~ ----r~!"---a 'i ~ ~ r o
i "A" ~ _ COURSE BEARING DISTANCE. I t a I ~ ~ < ~ COURSE BEARING DISTANCE
~ ~ 137-24 N 89° 16'41 "E 23,,~g`
I1 'z ~ ,x-,- 24-25 N 80°34'09"E 141-42 S 85°26'47"E 28.47' ~ , , , ~ ~ ~ m I ~ , 15.33' 42-4I S 30°
• - 25 26 N 73°52'57 E 35.44' 12 48 E 11.24' l.PfVC,J.Q~~ 70.`G' .:,.f. ~ I tD tE ;,E" - 0 4I- °
~ ~ 26 139 N 73 52'57"E 2,90' 40 N 42 37'47 E 15.47 . ~ 0 1 40_3 °
p 0` I _ 9 N 58 50;04 E 17.55' T~,r~c ;~1 ~ , ~ w 39-142 S 70°0 t 8 32 E 17,86'
s s f
C J G r 1 \3
~ COURSE BEARING DISTANCE "j _ . _ ~ ~
I ° 140-29 S 87 46'46"W 18,^?'
Gwi~+E 29-30 N 16° I 25 31 E 14.68'
UviNG i' 30-3 ° ' I N 04 12 51 "W 22,31)'
~ $ aREa I 3 - ° ~ - ABOVE I 32 N 10 31 53 E I9.3~' FOR - 32-33 N 00°19'05"E 27.85'
caREGIVER ~ ~ ~ 33-143 ° } ~l N 08 42 52 E 14.90'
~ ~ 30' _
1.40 NACRES
i BY '
Nofes COORDINATE U C' f/ COMPUTATION • C. E. 404 lve, , on - d Cerfificofion
TH/S PROPERTY lS SUBJECT TO U THIS CERT/F/ES THAT TH/S COPY OF TH/S PLA ALL BOUNDARY Of THE ?UR/S / T ACCURATE[ Y OEP/CTS THE AGREEMIr'NTS, AND RIGHTS OF WAY OF RECORD w 30' I''; ~ 0 CT/ON Of SfCT/ON 404 Of' THE CLEAN WAT
N ACT UNDER THE PRESENT LAW AND RfGULAT/0 FR PR/OR TO THE DATE OF THIS PLAT. UNDERSIGN NS AS OFTERMINEO BY THE
2.) L'L OSURE /S / m ED ON TH/S DATE. UNL ESS 7HfRE l l IO,G~O+ 0 , ~ OUR PURL /SHED AEGUL AT/ONS. TN/S DETERM S A CHANGE /N THE LAW OR
3.) AREA /S 90 ACRES PER RECORDED PLAT ' - JUR/SOlCTION M4Y /NAT/ON OF SECT/ON 404 BE AEL/ED UPON FOR A PERIOD NOT TO EXCEED flVE 4.) TAX D, i P/N a 6.344.05-09-970 m - ' N p l O YEARS FROM THIS DATE,
B Iv! ? i ~ O, f TH/S DETERM/NAT/ON WAS MADE UTIL l 5. 1 FL ODD ZONE: NOT REQUESTED AT TH/S T/ME /987 CORP OF ENGINEERS WfT(ANOS 0£L lNE Z/NG THE
~ ~ m ~ m AT/ON MANUAL. 6. J SETBACKS: ° m ~ ~ ~ o,, ~
FRONT - m ~ w m o 0
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N CORNER °o I { i z; GATE 7, 1 REF: MAP 800K 27 , PAGE O ~ ' ~
B. J ACTU - I m m l AL AREA OFLOT STOPS AT H.W.M. 3 I m}~, EIP -
RECORDED PLAT EXTENDS PAST HIYM AS SHOWN. ~
p G~ ~ Yb 30'
~C~o ~ ~ ~S l A ~6
f. J. P. EXISTING IRON PIPE ~ N \ ~'s\ 9, EIP f. C. M( EXISTING CONCRETE ~'UAfNT I ~ SC F / R/W
E, 1. R. EX/sr/NC IRON RfeaR / ~ _ EXIST f. P, K. N, FXISIING P. R. NAIL ~ 37cQg'4~ ING MAG NAZI LOCATED
f. RR. S. fX/STING RA/(ROaD SPlK£ ~ ~ hh 3 ~ g _ N _ . 1N EAST EDGE OF ASPH T wz y ~ 14 AL.
f. A, EXISTING AXLE 3 ~ " s. I. P, sFT IRQV PIPE o I ~ a F ~ ~ , v 03.62'_x_...-----~- , I x_ N ti' S~.2g, 2
S. C. M. SET CCNCRfTf ,4pNUIENT _ ~ ~ ~ p Q 9~ LL~ - _ _ S. P, K. N. SfT P. K. NA 1( O ~ m ~ ~ A ~ ~ ~ ~ D
4 CENTfRI /NE ~ RAW RIGHT m ~ EXISTING r`^"' a~ war ~ ~ ~ MAG NAIL
~ IN _ R RAD/us p J 1 ASPHALT OF CUL DE-SAC. A ARC
~ B. s. t. M/Nl,wv~r Bvr olNC sfreACK L /NE ~ ~ SURVEY so. fT, sauaAf fffr 95 W T
t J ~ a SANDPIPER FaR "'B' ~"PB~' MR. SOBER ~ J. VALENTE D. e. DEED soar I } 5 M
A, F C, aAEa a< fN~-~RONA('NTA( - ,.w EIP LANE o , ~oNC£RN 30' °332} 60' RiW LOT ,9, SANDPIPER 'VILLAGE
5 T1 (PUBLIC) CITY, STATE T
? I N~MSHR rrv
EIP R/W INDIAN BEACH, NC DATE MOREHEAD V CARTERET g6.2~ i
ZRA N BY SCALE KA BUCK
4 APRIL 20, 2004 1" 40' 0 EYED BY DATE SURVEYED
8a_- J. JOHNSON SHEET t APRIL 14, 2004 20 I OF i
FIELD 800! PAGE( S ) PROJECT NUMBER '2o 18 1 7
GRAPHIC SCALE - FEE? 2003193 SCREEN FILE 2003193
S i P PROPOSED HOUSE, GARAGE AND CONC. DRIVE ADDED TO THIS MAP AUGUST 12, 200 Land Survey , El ?
SOS w,B. Mc-LEAN BLUD. CAPE CARTERET-SwANS69R0, v. C. 28584 (2S2 7 393-2129

ROGUE SOUND
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SITE
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~ NC HY 58 ~ /
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i SEA ISLE DR
ATLANTIC OCEAN
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\ VICINITY SKETCH
1
I
I, I
1 SURVEYOR S CERTIFICATION 9
9S~ STATE OF NCa4TH CAROL /NA, CARTfRfT COl/NTY I y / KEITH A BUCK, CERl/FY THAT TH/S PLAT WAS DRAINV (BY AEJ (-dWfRER-+1~K
~E~~gxorr,~~TT~ -9(A°FRYf9lAY~ fR~ AN A~TUAC SURVEY f$1~AEf (M40E UNDf,~ MY SUPERVIS/ONI (GEED
q p~ ~y DfSCR/PTlAV RfC DEO BOGf~' SEE, PAGE RFF1 (OTHFRI. HAT 1Hf RAT 0 T~\ ~ ~,Ba,;,, AAA A~ PRECISIAV AS CALCULATED BY lATl7TIOfS AND DEPARTURES lS l: /0, 000+:
~ ~ \ a~' ~ _ •~,~f/, THAT THE BarNDAA/ES NOT SLUPYEYfO ARf SHO+av AS BRarfN [ /NfS P[OTTfO fRQN ~j.~,\ ~ ~O ~ C ~ /NFORAf4TlGW fWNO IN BOAY SEE, PAGF AEf;
\ ~ x ~ ~ ~ WITNESS MY CW1ClNAL S/GNATURE,
I = SEAL ~ CREGISTRATILW NUA19fR AND SfAL TN/S 20 DAY ~ APR1L, A. D., 2004.
ffi3 , ~ <.y Q",•` ~ PRA''fSSIG4VAL LAND SURY Y '
'.R'0 a
~j,I~" ~ h•>aa•ap;9,ws~ ~w RfGISTRAT/GW NU,I pER O ~Gj~q~
o t,RASl~1~~iA}! p T~is4b
.P S APPEAR TER
.p LAMA STAK'~G HIGH WA ~ gE INDICAT MARK ~ ~
60.i a I
N 2nd SURVEYOR S CERTIFICATION c a ;
a~ ~ - ~ ~ • SIP 1, KE/TH A BUCK REG/STfAEO LAND SURVEYOR N0. L -3/83, CERTI~f,Y/TO . _ _ ; a 3/ P Y kYE A9 AKYPE A~ T}lE FOL101Y/NG AS /NDICATEO THUS, ~ t~
EIP + ~ ` ~a ION PRO ERTY LINE ~ 1 ~ ? A.7HAT TH/S PLAT /S A'' A SURVEY THAT CREATES A SUBDIVISION Gi<' [AND WITH/N
ON PROPERTY LINE ~~C~A D I THE AREA A~ A COUNTY A4 Mt/NlCIPAL lTY THAT HAS AN A40/NANCf THAT REGULATES
Sip~(E I ~ PARCELS A~ LAND; ~ ti AN F1E~D o
\ ` ? 8.1HAT TH/S PLAT lS Of A SUAVEY 7HAT /S LOCATED IN SUCH PQ9T/ON GSA A COUNTY OR ~S\~"u b Ad/N/C/PAL /TY THAT lS UNA£GULATEO AS TO AN ORDINANCE THAT REGULATES PARCELS
0/•~2 40' b CW LAND: 9. 14~ 2
N I
\ 0' II ~ C.1HAT THIS PLAT /S G'" A SURVEY A'' AN EXIST/NG PARCEL txl PAACfLS A~ LAND: ~ 4 ~ \ ~ \ W pJ3k
„ . _ \ I PROPOSED 40'X60' ? D. THAT TH/S Pl.4l /S A~ A SURVEY OF ANOTHER CA7EGGWY, SUCH AS 7HE RfCA16/NAT/ON Gf~
~',e%~ ~±t~"%'~ ~ \y (1 [ FOOTPRINT Wi 12' fX/STING PARCELS, A CGY/RT-APOfREO SURVEY 0;4 OTHER EXCfP7/tAV TO THE DfF/N/TIAY ;~a ~ V~ CF SU lV/SIAM; PORCH BO
~ yw~L aae $ ~
1 Nor I \ w~ a32 ? E. THAT THE /NfCRMAT/0N AVAILABLE TO TH/S SUAYFYLW IS SUCH THAT / AM UNABLE
O WE I TO MIKE A DfTfRM/NATION TO THE BEST G)'' MY PRAFfSSIGSNAC ARIL lTY AS \ TO PROV/S1CNS CONTAINED IN (A) THROUGH (OI ABOVE.
$~ANDSTw~ as ~ ~ m \ ~
~ ~ y ~ ~ ~ PROF SS/ AVAI [AND SURYfYA4
_ I w
i ,y l + Y\ x3o p
j N m ~ ~
'I a0/ o WiL p291 - WETLAND DELINIATION INFORMATION it " ~
I; ,J COURSE BEARING DISTANCE COURSE BEARING DISTANCE
I ~ / WETLANDS LINE
I, / ~ ~ ~ 136-21 N 75°47'20"E 10.48' 44-45 N 54°36'27"E 29.52' _ _ _ _ _ _ _ I .E ~ u _ __y _ ~ ~4 t 45-46 S 02 52 182 18 W I.
SEA ISLE PLANTATION I 20 19 S 12 49 30 E 15.89 46 47 S 32 43'54 E 25.44'
~ ? SECTION B \ A N 19-18 S 14°01'33"E 17.44' 47-48 S 20°48'16"w 32.79'
A ° 18- I7 S 43°46'32"E 17.82' 48-49 N 67°36'22"W 10.56'
K 17- I6 S 69°03'2 I "E 27.20' 49-50 N I I °51'33"E 20.86' ' ~ m~ '~~-~T'F'/~'<<%G{ ati` 16-15 S 87°43'36"E 16.76' 50-51 N 19°43'51"W 29.39'
= yy ~ ~ 15-138 S 67°43'36"E 5.71' 51-44 N 32°03'59"W 17.29'
v` i
zo
~ ~ m WET cw° ° _ ~ LANDS o COURSE BEARING DISTANCE COURSE BEARING DISTANCE
A ~ Z .,A.. A
a 137-24 N 89° I '4 I "E 23.28' - o " ° 6 14 I 42 S 85 26 47"E 28.41'
' L. ~ 24-25 N 80 34 09"E 15.33 42-4 I S 30° 12 48 E 11.24'
~ m N 25-26 N 73°52 57"E 35.44 41-40 N 42°37'47"E 15.47' •f` z ~ ~ ~ 26-139 N 73°52 57 E 2.90' 40-39 N 58°50'04"E 17.55'
rat y~.-~A; ~a.-G r. ~ O .~N ~ 39-142 S 70°08'32"E 17.86'
- 0 1 , ~ 0
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r 0
~ ~ 140-29 S 87°46'46"W 18.22'
I GARAGE 29-30 N 16°2531 "E 14.68' WITH 30-31 N 04° 12'51 "W 22.30'
I LIVING 31-32 N I O°31'53"E 19.34'
WETLANOS1401 GROUP ~ $ AREA 32-33 N 00° 19'05"E 27.85' ABOVE
FoR 33-143 N 08°42'52"E 14.90' CAREGIVER
SEP 0 2,2004 30'
1.40 ACRES
I WATER QUALITY SECTION eY t/ ~ U. S. C" E. 404 We,, and Cerf~ficofion
COORDINATE THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATE[ Y DEPICTS THE
Nofes COMPUTATION ~ BOUNDARY Of THE ?UR/SDICT/ON Of SECTION 404 Of THE CLEAN WATER ~ ACT UNDER 7HE PRESENT LAW AND REGULATIONS AS DETERM/Nf0 BY THE
J TH/S PROPERTY /S SUBJECT TO ALL w 30, ~ UNDERS/GNED ON THIS DATE. UNLESS THERE /S A CHANGE IN THE CAW OR AGREEMENTS, AND R/GHTS Of WAY OF RECORD ro t m OUR PURL /SHED REGULATIONS. THIS OfTERMINAT/ChV OF SECT/ON 404
PRIOR TO THE DATE Of TH/S PLAT. 1 ~ ?UR/SO/CTIGN M4Y BE REL /EO UPON FOR A PERIOD NOT TO EXCEED fIVE
2. J CL OSURE /S l//O,ODOf ~ _ ` ~ YEARS FROM TH/S DATE. TH/S DETERM/NAT/ON WAS MADE UTIL lZ/NG THE
3. J AREA /S 1.40 ACRES PER RECORDED PLAT m_ _ 0~ £ 1987 LAPP GI'' ENG1NEfRS N£TLANDS DfL /NEATlAN M4NUA1. 4. J TAX 1. D. / P/N tJ 6344.05-09-9708 ° ~ ; ~ v, m
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6. l SETBACKS: m ~ w N ° o
FRONT O~ o I _ N NAAE T/TLE X ~ ' D S/DE C PER MAP v w" I I DATE
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7. J REf: MAP BOOR 27 , PAGE 94 ~mi EIP B. J ACTUAL AREA OF L OT STOPS AT H. W M.
RECORDED PLAT EXTENDS PAST Nl4~M AS SHOWN. °~P S
30~ pc~o \
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f. P, fX/ST/NG /AOY P/PF ~ l ° 4`•W EXISTING MAG NAIL LOCATED
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f. P. K. N. EXISTING P. K. NAIL w p p h O) 6/ o ~ f. RA. S, EXISTING RAILROAD SPIKE 1 Q m m ~ I N 43. 2p3.62
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(~j >ue. AfgP BOOK ~5 Elp LANE LOT 19, SANDP{PER VILLAGE
A D.B. DEED BOOK' 30 0 '21 w 60' R/W (PUBLIC) r TownsHlP ~ ~ A, f. C. AREA O` ENV/RONAENTAL CONCERN 3~ C I T STATE CWNTY !it 5 INDIAN BEACH, NC MOREHEAD CARTERET
~ €tf , R/W
rin _r_ 21 \ ~ RAWN BY DATE SCALE _
sir b°' f KA BUCK APRIL 20, 2004 1- - 40'
SURVEYED BY DATE SURVEYED SHEET J. JOHNSON APRIL 14, 2004 1 OF 1
40 0 40 80 120 FIELD BOOK PAGE(S) PROJECT NUMBER r-1 TT r . r T_ i8 17 7-9 2003193 SCREEN FLE 2003193 ~..tt_ -
GRAPHIC SCALE - FEET r~~ t P I
i Land Surveying, P. A.
PROPOSED HOUSE, GARAGE AND CONC. DRIVE ADDED TO THIS MAP AUGUST 12, 2004 S01 W.B. ncLEAN BLUR. CAPE CARTERET-SWANSBORO, N.C. 28SB4 (2S2) 393-2129