20060102 Ver 1_COMPLETE FILE_20060104

I
Permit Class
NEW
1 ?
?Zo a? o/0 I-
Permit Number
203-06
STATE OF NORTH CAROLINA
Department of Environment and Natural Resources
and
Coastal Resources Commission ?.
for o
t Major Development in an Area of Environmental ConcerpO,'??i,y
pursuant to NCGS 113A-118
cy
Excavation and/or filling pursuant to NCGS 113-229
Issued to Ferdinando Ferrara and Edward Choe, 63 Clifton St., Farmingdale, NY 11735
Authorizing development in Pamlico County at adj. to Neuse River, SR 1 121 (Bennett Rd.)
Minnesott Reach , as requested in the permittee's application dated 3116106 (Ferdinando
Ferrara) & 3/12/06 (Edward Choe) , inc. att. drawings (11), l dated 8/11/06, 7 dated 12/13/05, and 3 dated 9/1/06.
This permit, issued on December 20, 2006 , is subject to compliance with the application (where consistent
with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may
be subject to fines, imprisonment or civil action, or may cause the permit to be null and void.
Upland Development
1) Unless specifically altered herein, this permit authorizes only the grading and other land disturbing
activities associated with the development of the property, including but not limited to the five 40 ft.
x 60 ft. duplexes, the four 45 ft. x 50 ft. duplexes, the gravel parking area, and the 20 ft. x 530 ft.
gravel parking road, all as expressly and specifically set forth in the attached permit application and
workplan drawings. Any additional land disturbing activities and/or construction may require a
modification of this permit. Contact a Division of Coastal Management representative at (252) 808-
2808 for this determination.
(See attached sheets for Additional Conditions)
This permit action may be appealed by the permittee or
other qualified persons within twenty (20) days of the issuing
date. An appeal requires resolution prior to work initiation or
continuance as the case may be.
This permit shall be accessible on-site to Department
personnel when the project is inspected for compliance.
Any maintenance work or project modification not covered
hereunder requires further Division approval.
All work shall cease when the permit expires on
Signed by the authority of the Secretary of DENR and the
Chairman of the Coastal Resources Commission.
J #Dti'vision fes S. Jones, Director
of Coastal Management
This permit and its conditions are hereby accepted.
a December 31, 2009
In issuing this permit. the State of North Carolina agrees
that your project is consistent with the North Carolina Coastal
Management Program. Signature of Pertnittee
x :.:
f
Ferdinando Ferrara and Edward Choe Permit # 203-06
Page 2 of 3
ADDITIONAL CONDITIONS
Retaining Wall
2) The alignment of the authorized retaining wall shall be staked by the permittee or the permittce's
authorized agent and approved by a representative of the Division of Coastal Management within a
maximum of 30 days prior to the start of any construction. Failure to initiate construction within 30
days shall require the alignment to be restaked by the permittee or the permittee's authorized agent and
re-approved by DCM within a maximum of 30 days prior to the new expected start of construction.
3) The alignment of the authorized retaining wall shall adhere to the alignment depicted on the attached
workplan drawings.
`1)
5)
6)
7)
8)
The retaining wall shall be constructed prior to any backfilling activities.
The retaining wall shall be structurally tight so as to prevent seepage of backfill materials through the
structure.
The retaining wall shall be solid and constructed of interlocking concrete stone blocks, treated wood,
concrete slabs, metal sheet piles or other suitable materials approved by department personnel.
All backfill material shall be clean and free of any pollutants except in trace quantities.
All backfill material shall be obtained from a high ground source and confined behind the permitted
retaining wall.
Sedimentation and Erosion Control
9)
The N.C. Division of land Quality approved this project under Permit No. Panill-2005-010 on 12/12/05.
Any violation of the permit approved by the DLQ shall be considered a violation of this LAMA permit.
10) Appropriate sedimentation and erosion control devices, measures or structures shall be implemented to
ensure that eroded materials do not enter adjacent wetlands, watercourses and property (e.g. silt fence,
diversion swales or berms, etc.). At a minimum, a silt fence shall be properly installed immediately
landward of the retaining wall cap immediately following completion of backfilling activities.
Stormwater Management
11) The N.C. Division of Water Quality approved this project under stormwater management rules of the
Environmental Management Commission under Stormwater Permit No. SW7051021 on 3/1.1/06. Any
violation of the permit approved by the DWQ shall be considered a violation of this CAMA permit.
I
Ferdinando Ferrara and Edward Choe Permit # 204-06
Page 3 of 3
ADDITIONAL CONDITIONS
General
12) Unless specifically altered herein, this permit authorizes the removal of the existing dilapidated pier and
the two existing head walls, all as expressly and specifically set forth in the attached permit application
and workplan drawings.
13) All debris resulting from the removal of the existing pier and head walls shall be transported to an
appropriate upland disposal area.
14) No open water areas shall be excavated or filled, even temporarily.
15) No vegetated wetlands shall be excavated or filled outside of the areas indicated on the attached
workplan drawings.
NOTE: This permit does not eliminate the need to obtain any additional state, federal or local permits,
approvals or authorizations that may be required.
NOTE: Future development of the perinittee's property may require a modification of this permit.
Contact a representative of the Division of Coastal Management at [phone] prior to the
commencement of any such activity for this determination. The permlttee is further advised that,
in accordance with the rules of the Environmental Management Commission, many non-water
dependent activities are not authorized within 50 feet of the normal water level or landward edge
of any coastal wetlands, which ever is more restrictive. Contact the Division of Water Quality at
[phone] for project specific clarification.
NO'T'E: The N.C. Division of Water Quality issued GC 3400 on 11/30/06 and assigned the proposed
project DWQ Project No. 06-0102.
NOTE: The U.S. Army Corps of Engineers authorized the proposed project under Nationwide Permit
No. 18 (COE Action Id. No. SAW-2006-41655-169) which was issued on 12/20/06.

-IV_wN-4S =1
o Nii? I
Mr. Ferdinando Ferrara
63 Clifton Street
Farmingdale, NY 11735
and
Mr. Edward Choe
1253 North Ashbrook Drive
West Chester, PA 19380
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Watcr Quality
December 1, 2006
Subject Property: River Crest Villas
Neuse River [030410, 27-(104), SB, SW NSW]
DWQ Project # 06-0102, Ver. 2
Pamlico County
Approval of 401 Water Quality Certification and Authorization Certificate per the Neuse River
Buffer Protection Rules (15A NCAC 2B.0233) with Additional Conditions - REVISED
Gentlemen:
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 0.079 acres of wetland (0.068 permanent impacts, 0.011 temporary impacts)
for the purpose of accessing high ground for development of duplex condominium at the subject property,
as described within your application dated March 16, 2006, and received by the N.C. Division of Water
Quality (DWQ) on October 4, 2006. After reviewing your application, we have determined that the
Division of Water Quality (DWQ) General Water Quality Certification Number 3490 covers these water
impacts. This Certification allows you to General Permit No. 198000291 when issued by the US Army
Corps of Engineers (USACE). This Certification replaces the Certifications issued to you on March
14, 2006 and on November 30, 2006. This letter shall also act as your approved Authorization
Certificate for impacts to the protected riparian buffers per 15A NCAC 2B .0233. In addition, you
should get or otherwise comply with any other federal, state and local requirements before you go ahead
with your project including (but not limited to) erosion and sediment control regulations and CAMA.
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:
Conditions of Certification:
1. Impacts Approved
401 Oversight/Express Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699.1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: hyp:Hh2o cnr state nc us/ncwctlands
oo?n
Nh?tCarolina
,Nahrra!!y
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
Mr. Ferdinando Ferrara/Edward Choe
Page 2 of 4
December 1, 2006
The following impacts are hereby approved as long as all of the other specific°and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are approved
including incidental impacts:
Amount Approved Units Plan Location or Reference
404/CAMA Wetlands 0.068 acres permanent DCM Field Investigation Report
404/CAMA Wetlands 0.011 acres temporary DCM Field Investigation Report
Sediment and Erosion Control:
2. 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. Sufficient materials required for stabilization and/or repair of erosion control measures and
stormwatcr routing and treatment shall be on site at all times.
3. 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 404/401 Permit 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. 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. Protective Fencing - The outside buffer, wetland or water boundary and along the construction corridor
within these boundaries approved under this authorization shall be clearly marked with orange warning
fencing (or similar high visibility material) for the areas that have been approved to infringe within the
buffer, wetland or water prior to any land disturbing activities to ensure compliance with 15 NCAC 2H,
Section .0500;
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 sample deed notification can be downloaded from the 401/Wetlands Unit
web site at http://l12o.enr.statc.nc.us/ncwetlands. The text of the sample deed notification may be
modified as appropriate to suit to this project;
Mr. Ferdinando Ferrara/Edward Choe
Page 4 of 4
December 1, 2006
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone Cyndi Karoly or Ian McMillan in the, Central Office in
Raleigh at 919-733-1786 or Kyle Barnes, in the DWQ Washington Regional Off ce at 252-946-6481.
Sin erely,
Ian W. Klimek, P.E.
AW Klijm
Enclosures: GC 3490
Certification of Completion
cc: Doug Huggett, DCM
USACE Washington Regulatory Field Office
Kyle Barnes, DWQ Washington Regional Office
File Copy
Central Files
Mike Street, P.O. Box 769, Morehead City, NC 27557
Robert M. Chiles, P.O. Box 3496, New Bern, NC 28560
Filename: 060102Ver2RivcrCrestVillas(Pamlico)401_CAMA_revised
Mr. Ferdinando Ferrara/Edward Choe
Page 3 of 4
December 1, 2006
7. Construction Stormwater Permit NCG010000
Upon the approval of an Erosion and Sedimentation Control Plan issued by the Division of Land
Resources (DLR) or a DLR delegated local erosion and sedimentation control program, an
NPDES General stormwater permit (NCGO10000) administered by DWQ is automatically issued
to the project. This General Permit allows stormwater to be discharged during land disturbing
construction activities as stipulated by conditions in the permit. If your project is covered by this
permit [applicable to construction projects that disturb one (1) or more acres], full compliance
with permit conditions including the sedimentation control plan, self-monitoring, record keeping
and reporting requirements are required. A copy of this permit and monitoring report forms may
be found at http://h2o.enr.state.nc.us/su/Forms Documents.hon.;
8. Diffuse Flow (No Review)
All constructed stormwater conveyance outlets shall be directed and maintained as diffuse flow at
non-erosive velocities through the protected stream buffers such that it will not re-concentrate
before discharging into a stream as identified within 15A NCAC 213 .0233 (5). If this is not
possible, it may be necessary to provide stormwater facilities that are considered to remove
nitrogen. This may require additional approval from this Office.
Certificate of Comnletion:
9. 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.
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.
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.
>! ?OF W A TF9
C r-
>
Q 'C
Mr. Ferdinando Ferrara
63 Clifton Street
Farmingdale, NY 11735
and
Mr. Edward Choe
1253 North Aslibrook Drive
West Chester, PA 19380
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
November 30, 2006
DWQ Project 9 06-0102, Ver. 2
Pamlico County
Subject Property: River Crest Villas
Neuse River [030410, 27-(104), SB, SW NSW]
Approval of 401 Water Quality Certification and Authorization Certificate per the Neuse River
Buffer Protection Rules (15A NCAC 2B.0233) with Additional Conditions
Gentlemen:
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 0.079 acres of wetland (0.068 permanent impacts, 0.011 temporary impacts)
for the purpose of accessing high ground for development of duplex condominium at the subject property,
as described within your application dated July 29, 2005, and received by the N.C. Division of Water
Quality (DWQ) on August 2, 2005. You have our approval, in accordance with the attached conditions,
to shade 0.0357 acres of open water, shade 0.0218 acres of coastal wetland, and shade 0.0046 acres of
404 wetland to construct the proposed 14-lot subdivision with a road, pool, clubhouse, and a 14-slip
docking facility as described in your application dated March 16, 2006, and received by the Division of
Water Quality (DWQ) 401 Oversight/Express Review Permitting Unit on October 4, 2006. After
reviewing your application, we have determined that the Division of Water Quality (DWQ) General
Water Quality Certification Number 3490 covers these water impacts. This Certification allows you to
General Permit No. 198000291 when issued by the US Army Corps of Engineers (USAGE). This
Certification replaces the Certification issued to you on March 14, 2006. This letter shall also act as
your approved Authorization Certificate for impacts to the protected riparian buffers per 15A
NCAC 2B .0233. In addition, you should get or otherwise comply with any other federal, state and local
requirements before you go ahead with your project including (but not limited to) erosion and sediment
control regulations and LAMA. 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 ]rust 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 (11). This approval requires you to follow the conditions listed in the attached
certification and any additional conditions listed below.
401 Oversight/Express Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Imcmet: httn7//h2o err state nc us/ncwetlands
r Carolina
N<lrrally
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
Mr. Ferdinando Ferrara/Edward Choe !
Page 2 of 4
November 30, 2006
The Additional Conditions of the Certification are:
Conditions of Certification:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are mct. No other impacts are approved
including incidental impacts:
Amount Approved Units Plan Location or Reference
404/CAMA Wetlands 0.068 acres permanent DCM Field Investigation Report
404/CAMA Wetlands 0.011 acres tem ora DCM Field Investigation Report
Sediment and Erosion Control:
2. 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. Sufficient materials required for stabilization and/or repair of erosion control measures and
stormwater routing and treatment shall be on site at all times.
3. 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 404/401 Permit 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. 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. Protective Fencing - The outside buffer, wetland or water boundary and along the construction corridor
within these boundaries approved under this authorization shall be clearly marked with orange warning
fencing (or similar high visibility material) for the areas that have been approved to infringe within the
buffer, wetland or water prior to any land disturbing activities to ensure compliance with 15 NCAC 2H,
Section .0500;
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 sample deed notification can be downloaded from the 401/Wetlands Unit
f
Mr. Ferdinando Fcrrara/Edward Choe
Page 3 of 4
November 30, 2006
web site at http://l12o.enr.state.nc.us/ncwetlands. The text of the sample deed notification may be
modified as appropriate to suit to this project;
7. Construction Stormwater Permit NCG010000
Upon the approval of an Erosion and Sedimentation Control Plan issued by the Division of Land
Resources (DLR) or a DLR delegated local erosion and sedimentation control program, an
NPDES General stormwater permit (NCG010000) administered by DWQ is automatically issued
to the project. This General Permit allows stormwater to be discharged during land disturbing
construction activities as stipulated by conditions in the permit. If your project is covered by this
permit [applicable to construction projects that disturb one (1) or more acres], full compliance
with permit conditions including the sedimentation control plan, self-monitoring, record keeping
and reporting requirements are required. A copy of this permit and monitoring report forms may
be found at hitp-///i2o ei7r state.iie.tis/sti/Forms Documents.htm.;
8. Diffuse Flow (No Review)
All constructed stormwater conveyance outlets shall be directed and maintained as diffuse flow at
non-erosive velocities through the protected stream buffers such that it will not re-concentrate
before discharging into a stream as identified within 15A NCAC 213 .0233 (5). If this is not
possible, it may be necessary to provide stormwater facilities that are considered to remove
nitrogen. This may require additional approval from this Office.
Certificate of Completion.
9. 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.
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.
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.
Mr. Ferdinando Ferrara/Edward Choe It
Page 4 of 4
November 30, 2006
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone Cyndi Karoly or Ian McMillan in the Central Office in
Raleigh at 919-733-1786 or Kyle Barnes, in the DWQ Washington Regional Offic t252-946-6481.
aia
Sincerely
Alan W. Klimek, P.E.
AWK/Um
Enclosures: GC 3490
Certification of Completion
cc: Doug Huggett, DCM
USACE Washington Regulatory Field Office
Kyle Barnes, DWQ Washington Regional Office
File Copy
Central Files
Mike Street, P.O. Box 769, Morehead City, NC 27557
Robert M. Chiles, P.O. Box 3496, New Bern, NC 28560
Filename: 060102 Vcr2RivcrCrestVillas(Pamlico)401_CAMA
reviews
2 of2
06-0102 vs 2 River Crest Villas, Pamlico 10/6/2006 11/21/02 CAMA
Mj This project was already issued a NW 18 on 3/9/06 for the impacts that are
being requested.
06-1703 Hilton Waters/Sammy Marshall Beaufort 10/26/2006 11/21/06
CAMA Mj Hold: Project needs to show diffuse flow.
06-1655 The Preserve Hyde 10/16/2006 11/28/06 CAMA Mj Hold:
Project needs to show buffer impacts from access to water dependant structure, Water
depths at docking slips are less than 3 feet and needs to extend to deeper water,
SAV survey is needed, project asks for 4 slips but project plat shows 6.
11/29/2006 8:03 AM
reviews
Subject: reviews
From: Kyle Barnes <[e-mail]>
Date: Tue, 28 Nov 2006 16:44:39 -0500
To: Ian McMillan <[e-mail]>
I may have doubled up on some of these first ones. Let me knowif you have any
questions.
06-0998 Baird Cr. SD Pamlico
11/10/06 CAMA Mj issue accornding to mod.
06-1657 BKS Enterprises Corp. Currituck 1027/06 11/20/06 CAMA Mj
Hold: Project needs SAV survey in access channel for boat trafic to suitable depths.
DMF and WRC have requested denial
06-1644 Ocean Sound, LLC Dare 10/11/2006 11/21/06 CAMA Mj
issue normal conditions
1 of2 11/29/2006 8:03 AM
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 3, 2006
MEMORANDUM:
This agency approves of the project only if the recommended changes arc
incorporated. See attached.
TO: Ms. Cyndi Karoly
Environmental Biological Supervisor
Division of Water Quality (? n?7(?
O
FROM: Doug Huggett Roo L 0Vl5
D
Major Permits Processing Coordinator 0 C T 4 2006
SUBJECT: CAMA/DREDGE & FILL Pen-nit Application Review UENR - WATER QUALITY
WETLANDS AND STORIMATER BRANCH
Applicant: Ferdinando Ferrara and Edward Choe
Project Location: Pamlico County, western side of tenninus of SR 1121 (Bennett Rd.) and adjacent to
the Neuse River near Minnesott Beach.
Proposed Project: Proposes to construct nine duplexes with associated infrastructure.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
October 24, 2006. If you have any questions regarding the proposed project, please contact Stephen Lane
at [phone]. When appropriate, in-depth continents with supporting data are requested.
REPLY: V This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
objects to the project for reasons described in the attached comments.
SIGNED

DATE 13? ?
400 Commerce Avenue, Morehead City, North Carolina 28557
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity \ Affirmative Action Employer 50% Recycled 1101"9 Post Consumer Paper

?y.
i
DCM % DWQ %
Development Typo FEE 143001601435100093 1625 6253 24300 1602 435100095 2341
1. Private, non-commercial
development that does not involve $250 100%($250) 0%($0)
the filling or excavation of any
wetlands or open water areas:
11. Public or commercial development
that does not involve the filling or $400 100%($400) 0% ($0)
excavation Of any wetlands or open
water areas:
III. For development that involves the
filling and/or excavation of up to 1
acre of wetlands and/or open water
areas, determine if A. ©, C, or D
below applies:
III(A). For Private.' non-commercial
development, If General water Quality $250 100%($250) 0%($0)
Certification No.3301 (see attached)
can be applied: ,
III(5): For public or commercial
development, if General water Quality S400 100%($400) 0%($0)
Certification No.3301 (sea attached)
can be applied: --
III(C). If General Water Quality
Certification No. 3301 (see attached)
could be applied, but DCM staff
determined that additional review and $400 60%($240) 40%($160)
written DWQ concurrence is needed
because of concerns related to water
quality or aquatic lire:
III(D). If General Water Quality
Certification No. 3301 (see attached) $400 60%($240) 40%($160)
can not be applied:
IV. For development that Involves
the filling and/or excavation of more $475 60%($285) 40%($190)
than one acre of wetlands and/or
open water areas:
l
1•
?'t 1r
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGA'T'ION REPORT
A
1. APPLICANT'S NAME: Ferdinando Ferrara / Edward Choe
2. LOCATION OF PROJECT SITE: Western side of terminus of SRI 121 (Bennett Road) and adjacent to
the Neuse River near Minnesott Beach, Pamlico County
Photo Index - 2006:74-8406, J-K,12-13 2000: 74-885, I-J,12-13
State Plane Coordinates - X: 2651280 Y:453015 -Rover File #M041311A
'3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit- April 13, 2006, September 7, 2006
Was Applicant Present - Yes, No
5. PROCESSING PROCEDURE: Application Received Complete: September 1, 2006
Office - Morehead City
6: SITE DESCRIPTION:
(A) Local Land Use Plan - Pamlico County
Land Classification From LUP - Town Centers/Conservation
(B) AEC(s) Involved: ES
(C) Water Dependent: No
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing - None
Planned - On site septic systems
(F) Type of Structures: Existing - Riprap, dilapidated pier
Planned - Nine duplex condominiums and associated infrastructure
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
Section 404 Wetlands
High Ground
3,479 sf
128,221 sf
disturbed for
duplexes and roads
(D) Total Area Disturbed: 131,700 sf
(E) Primary Nursery Area: No
(F) Water Classification: SB; HQW, NSW Open: No
8. PROJECT SUMMARY: The applicants propose to construct nine duplexes and associated infrastructure.
FIELD INVESTIGATION REPORT:
FERRARA/CIIOE
PAGE 02
---------------------------
9. NARRATIVE DESCRIPTION:
Project Setting
The site is located at the terminus and western side of SR1121 (Bennett Road) and is near the
community of Min.nesott Beach, on the Neuse River, in Pamlico County. The project tract
encompasses a total of 4.71 acres. An area of Section 404 Wetlands approximately 30' to 150' wide
totaling 1.18 acres defines the northwestern boundary of the lot and is vegetated predominantly with
large hardwoods such as tupelo and cypress trees. There is a 20'- 30' wide strip of unvegetated
estuarine beach immediately landward of the NWL on the southwest side of the property, which
borders the Neuse River. The land quickly rises along an escarpment approximately 20' in elevation
along the length of the property behind the beach. The escarpment is covered with riprap, placed
there by a previous owner for shoreline protection. The property continues to rise to a maximum of
26' above the NWL on the east side of the property creating two large rolling hills, which slope
towards the Section 404 Wetlands. Two block headwalls stabilize the land next to the Section 404
Wetlands adjacent to Oxendine Gut and a dilapidated pier exists on the Neuse River waterfront. The
upland area of the lot has been cleared and graded by the applicant and is void of vegetation. There
is a single-family dwelling built on each of the properties adjacent to the project site.
The Neuse River is classified SB; Sw and NSW by the EMC in the vicinity of the proposed
construction. The Neuse River is not classified by the Division of Marine Fisheries as either a
primary or secondary nursery and is closed to shell fishing. The Pamlico County Land Use Plan
categorizes this area of the county as Town Centers, with all AEC's classified as Conservation.
Stormwater Plan #SW7051021 was approved for development of this property on March 14, 2006
and a Sedimentation/Erosion Control Plan Pamli-2006-010 was issued on December 12, 2005.
Project Proposal
The applicant proposes to construct five 40' X 60' and four 45' x 50' duplexes for a total of 18
units or 3.8 units/acre. The duplexes along the waterfront would have a maximum height of 47.6'
NAVD, while the non-waterfront units would rise to a maximum height of 60.7 NAVD. The four
duplexes adjacent to the waterfront are to be two story units, while the non- waterfront duplexes are
to be three story units. The duplexes are proposed to be setback a minimum of 75' from the normal
water level. Parking for the duplexes would be provided in nine gravel parking areas with four
parking spaces each for a total of 36 parking spaces. The applicant also proposes to build a gravel
road 20' wide and 530' long(total) for access to the duplexes from Bennett Road (SR1121).
Approximately 3.0 acres has been cleared and graded for the proposed construction activities, of
which 0.23 acres is within the 75' Estuarine Shoreline AEC. The existing dilapidated pier and the
two existing block headwalls are to be dismantled and removed from the property. Three retaining
walls approximately 850' long total and made of interlocking concrete stone blocks are proposed to
approximate the border of the Section 404 Wetlands on the west side of the property. The proposed
alignment of the three retaining walls encompasses two areas of Section 404 Wetlands. Wetland
impact area 1 is approximately 50' x 59' and is near the terminus of the north fork of the entrance
drive. Wetland impact area 2 is approximately 17' x 3 Vand is near the terminus of the south fork of
the parking area. A 320' long retaining wall is also proposed on the southeast side of the property
and would be utilizing the same type of construction as the other proposed retaining walls. The site
will be temporarily stabilized with silt fence and seeding measures to keep sediment out of the
adjacent wetland areas while
FIELD INVESTIGATION REPORT:
FERRARA/CIIOE
PAGE 03
permanent seeding takes root.
Water would be supplied to the duplexes by a connection to the Pamlico County Public Water
System. Nine septic tank systems have been approved for the project, which would include
associated piping and drainfield areas. The wastewater systems for the proposed waterfront
structures would be located on the southwest side of the entrance road, while the wastewater
systems for the non-waterfront units would be located on the northeast side of the entrance road.
Anticipated Impacts
the project would disturb 128,221 sq. ft. of high ground, of which 10, 019.sq. ft. is within the 75'
Estuarine Shoreline AEC. Approximately 45,302 sq. ft. of the project site would be made
impervious for the residences, road, parking area, and other infrastructure. All proposed impervious
surfaces are outside of the N.C. Division of Coastal Management 75' Estuarine Shoreline AEC. This
equates to 0% new impervious surface within DCM's 75' Estuarine Shoreline AEC and a 22.1%
impervious surface for the tract. The project would result in the filling of 3,479 square feet of
Section 404 Wetlands for parking and lawn area. Sedimentation and stormwater control techniques
have been planned for and permitted which should minimize any impact from the development of the
site.
A
Submitted by: Stephen Lane -Morehead City District - September 29, 2006
Form DCM-MP-1 VD, o to - Q t 0 Q
APPLICATION9 SEP 1 - 2006
(To be completed by all applicants) Morehead City DCM
1. APPLICANT
a. Landowners
Mr. Ferdinando Ferrara
63 Clifton St.
Farmingdale, NY 11735
[phone]
Mr. Edward Choe
1253 No. Ashbrook Dr.
West Chester, PA. 19380
[phone]
b. City, town, community or landmark
l,&l N N C5 oTr "3EAU9
c. Street address or secondary road number
hlGSZ 11 2 i ?? ENnI t?77" 7Zor?-t?
d. Is proposed work within city limits or planning
jurisdiction? Yes X No.
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) t?cu'>c "? 1 v'E-TZ
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
b. Authorized Agent:
Contractor: a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
David Sawyer excavation and/or filling activities.
162 Country Club Dr. ?-'(cA-yA"o^l - /?l ???? PAfL?T?o>\J -
Arapahoe, NC 28516 a pt_A+i p beVOLL-)P m EN ? OP 7?u PLIFX
[phone] C r.,??m INIJM V>J17? t ,pSSoCJAra-A
_iif%rxo Sre?dc+r? ?('.L<T,r'//t/!MG WA[,f5
Engineer:
Robert M. Chiles, PE
PO Box 3496
New Bern, NC 28564
[phone]
c. Project name (if any)-f tzop sea Sir-=- -l kA4
GRI??/?Jc,?LA1u toR -DAVID SAW'?Ot ANO CrrUeRS d.
foo- Riven cRF.rr VILL.Ar .
NOTE. Ferni1 will be issued in name of Lmdowner(s), and/or
project nanie.
2. LOCATION OF PROPOSED
PROJECT
?f Fl M !.I co
a. County
b. Is the proposed activity maintenance of an existing
project, new work, or both? Al?rw
c. Will the vrolex, he- for public, private or commercial
use? C'os?;a??Re?/At
Give a brief description of purpose, use, methods of
construction and daily operations of proposed
project. If more space is needed, please attach
additional pages. --k2,t U A-ko n Q U o Zc gJ 'z of
d USA Z?cr2 $JFPF_,O-
11x1 .LAS I.JPdt t?
-pcxnor`t oP 75' Atic -ho ?s%A<5X15rf
??SIQ.=rte To Pocv?APM?f ?p2 C?'>?iST,2y?-T1D?J
r
Q ? '7?v1'??'X Cfl>•! nomlNlurn uti11?3 r
WeRJ? 'P?2Eo,zrne` ? ?'y?rJc, tl-y?2P'??JC. St><ot/?L,
-D o ZE2 M,l,? /nom "7Z/?Cr-02 vJ v rte- ?fl'R? PRl A7?
/1-IT7?-?tfiYl?7uTS ,d ND T/P/G'.41 .E'?S//J?'N7'/?Ol
CD?tlS T.f'U C T/ON /1??"T//OlJ 3
Revised 03/95
Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract q"71 A c2c s
b. Size of individual lot(s) /-JA
c. Approximate elevation of tract above MHW or
NWL%5-Z_3 Fr (PCE•conr?rR?cTioM?
15-19 Fr (Po57- cc )tsTRuLr jpx)
d. Soil type(s) and texture(s) of tract
?L1 - RUTLraG E: NWr- Lo4MY F/N6 SAto
An r3 -AIPI?1 F(Ne: SMIa, C;P1V 5 yo 5t.Q?a5
e. Vegetation on tract 'x9,-n X-Lte 1NoooGa
f. Man-made features now on tract La j.°=
RZh•Ni.•/cv w,ttls , a i??Pl?oho f}wNC,
t4ev5d ZIYErL '
g. What is the CAMA Land Use Plan land
classification of the site? (Con? zhe lom land ute pixL)
_ X Conservation _ Transitional
Developed Community
Rural k Other i o w,4
h. How is the tract zoned by local government?
tL2 Zoe. (4G Nd PArnucc, CoUu
i. Is the proposed project consistent with the applicable
zoning? X Yes No
(Aoads zoning caoNFLwm- crrrijc?ce, 1gppGoable)
j. Has a professional archaeological assessment been
done for the tract? Yes X No
If yes, by whom?
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes X_ No
1. Are there wetlands on the site? X Yes No
Coastal (marsh) Other _X
If yes, has a delineation been conducted?>
(Ands doannenwion, if a-ilabk)
s
EVE
MAY 2 6 2006
M. Describe Qcisting wastewater t eatr
'Cat N / A facilities.
n:. Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, 'wash
down' and residential discharges.) C;TOR"wAT '?_
---------------
o. • Describe existing drinking water supply source.
NIA
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
10 A copy of the deed (with state application only) or
a=,,;z,tsother instrument under which the applicant claims title
to the affected properties. If the applicant is not
claiming to be the owner of said property, then
forward a copy of the deed or other instrument under
which the owner claims tide, plus written permission
from the owner to carry out the project.
An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8 1/2' by 11' white paper. (Refer to
Coastal Resources Commission Rule 7J.0203 for a
detailed description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Bluedine
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
Farm 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 ??? Lit ?,aH.c s? LP
Address 2,41 ?q usc: fZ,vrrz -pr. AaAPAa9ii Nc
Phone 2 e 6-1 0
Name -4A A Address _ f off; NC
Phone 2 S5vo
Name
Address
Phone
° A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
?DXL /Z,2vos
,C- ZOSIUN C6Nr7RDL *PCgt,U1- !fv 7 .1 - Zyn(o-Ql Q
MAR 2 1 2006
6. CERTIFICATION AND PERGEW
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 19,Zoo?-
Print Name Signature

La? domwr or AudwriZed Agent
v 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 land's, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
Please indicate attachments pertaining to your proposed
project.
X DCM MP-2 Excavation and Fill Information
X DCM MP-3 Upland Development
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-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 r+e L??? ?? s; yR
Address Z?iy ,4i usiz R1v&ztz -P,c A?tAPANP,E >\Ic
Phone z8sio
Name IAN Li+aDoxtv%c-yiR
Address fog Cexi+ ,,,,` ?Rn ??,,,f ? xN Nc
Phone 'e
Name
Address
Phone
° A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
ZOSf V N CANr-Aq'L Z 904-01 p
M ? 2cat 3r Zvv (o
S,OntmWA;-'e". 'RafLn "1- my 5W / 10
MA-2(:A} ?Fzo(1Z UAW Przo??GT 0b-01DZ wQc.3H02
° 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 land's, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
MAR 2 1 2006
6. CERTIFICATION AND PERMISSION
TO ENTER ON LAND
I understand that any permit issued in response to this
application will allow only the development described in
the application. The project will be subject to conditions
and restrictions contained in the permit..'
.I certify that to the best of my knowledge; the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent. with such program.
I certify that I am authorized to grant, and do in fact,
grant permission to representatives of state and federal
review agencies to enter on the aforementioned lands in
connection with evaluating information related to this
permit application and follow-up monitoring of the
project.
I further certify that the information provided in this
application is truthful to the best of my knowledge.
This is the day of 1 a- xg
Print Name C
Signature
Iandomw or Authorized Agent
Please indicate attachments pertaining to your proposed
project.
X DCM MP-2 Excavation and Fill Information
X DCM MP-3 Upland Development
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-MP-2
?XCAVAT'IOl?T
A N`? F I L L
(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 Fbal
Exisdug Project
Access
channel
(MLW) or (NWL)
Canal
Boat
basin
Boat
ramp
Rock
groin
Rock
breakwater
Other
(Excluding
shoreline
stabilization)
Length Width Depth Depth

r
` r
2 3-J
P ?? jK ER
R o N GaP?
S
(Av y? 1
,v 0 F0wA 5
Fa CoNDo
MAR 2 1 2006
Morehead City DCM
1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards ?u^+?
b. Type of material to be excavated '5211
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
F0,10Q c.Y Welk GNr11z4 ?aq'XeCT- 51Tts
oyo ?Y w rrdiw ha-c. A%? M14$ hN^TVi
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area oa5 crLz 4 4,9-h6c uPLM
fkP?'2ox 9.9Qo e-? fi?- F-oR?iza?Ec?
b. Dimensions of disposal area ?00 4-o 166rr [.o Arv
15a 4-o 32Sr? wiot /R?ZE? uL.I?ZL y Stf /i pE0
c. Do you claim title to disposal area?
Yes No
If no, attach a letter granting permission from the
owner.
d. Will a disposal area be available for future
maintenance? Y K No
If yes, where? ,I A
Revised 03195
Form DCM-MP-2
e. Does the disposal areaule-agYcoastal wetlands
(marsh), SAVs or 6i6 r wetlands??
w f Yes _ No
vrgc.3-loZ. Pc.14 subm ra'o II «1(a
f. Does the disposal include any area in the water?
Yes No
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
Bulkhead Riprap
b.. Length
C. Average distance waterward of MHW or NWL
d. Maximum distance waterward of MHW or NWL
e. Shoreline erosion during preceding 12 months
(Source of infonwdon)
f. Type of bulkhead or riprap material
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap
(2) Bulkhead backfdl
i. Type of fill material
. Source of fill material
OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
Will fill material be brought to site?
Yes X No
If yes,
(1) Amount of material to be placed in the
water
(2) Dimensions of fill area
(3) Purpose of fill .
b. Will fill material be plasm coastal wetlands
(marsh), SAVs o lan s. R 2 1 2006
_ A Yes No
If yes,
(1) Dimensions of filar ?
?ar!l '? C'&4- CM
(2) Purpose of fill SirE GRh'c>INg
S. GENERAL
a. How will excavated or fill material be kept on site
and erosion controlled? ?Cbt?ne??'Ft?•tc,C-
Artn rzcMiNtNca ?nl?t-C.5
b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)?
f3he N-oG tkJ0RAu1.1 c s&OVC-1- A,4m,
Stw???.?-R. ?c?y?P?'lb'N7'
c. Will wetlands be crssed in transporting equipment
to project site? Yes _,K_ No
If yes, explain steps that will be taken to lessen
environmental impacts.
Yr ?s
_? P6 sC? -?'tC? eL nS fioae. F n-f}(?P1
Appllpff"r PrDJgf pe n
3
---
DI.-
ate
Form DCM-MP-2
e. Does the disposal areajnchid coastal wetlands
(marsh), SAVs or er wetlands?
_ X_._ Yes _ 14o-
14 W I g it `/`t Qc.3`lo z. PGA! su lom,Tra> i l; l (p
f. Does the disposal include any area in the water?
Yes _)C No
3. SHORELINE STABILIZATION )VIA
a. Type of shoreline stabilization
Bulkhead Riprap
b. Length
C. Average distance waterward of MHW or NWL
d. Maximum distance waterward of MHW or NWL
e. Shoreline erosion during preceding 12 months
(Source of information)
f. Type of bulkhead or riprap material
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap
(2) Bulkhead backfill
h. Type of fill material
i. Source of fill material
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
Yes . X No
If yes, MAR 2 1 2006
(1) Amount of material to be placed in the
water M
(2) Dimensions of fill area
(3) Purpose of fill
b. Will fill material be laced in coastal wetlands
(marsh), SAVs o lan s
"S_ Yes No
If yes,
(1) Dimensions of fill area*' -j we iRPIC6UL*
NzzhS 0.08 AG2 s Tyi hL
(2) Purpose of fill -sire 6 R1??iNO
5. GENERAL
a. How will excavated or fill material be kept on site
and erosion controlled? S6*01M047Ftntc,c
Arir7 'J,1-MiNt4y WAA-t..s
b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)?
c. Will wetlands be crssed in transporting equipment
to project site? Yes )<'_ No
If yes, explain steps that will be taken to lessen
environmental impacts.
Rev6ed 03/95
??'lc.? l3 14! 10(0
Date
Form DCM-MP-3
UPLAND
DEVEI,OPMENT
P111M FED
MAR 2 1 2006
Morehead City DCM
(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 bf the Joint Application that relate to this
proposed project.
a. Type and number of buildings, facilities, units or
structures proposed 11144 by?Lest CONDpMINIVPA,
aUIL-DINUS 'Pi?PosED
b. Number of lots or parcels I coMMoN Lof
c. Density (give the number of residential units and the
units per acre) _18 u I+ITi -rtrrn c I 32 u m m lAcxe
66cp uPOfJ H ,71 ACFjCS IN 7r0TA,1_ SIrE
d. Size of area to be graded, filled or disturbed
including roads, ditches, etc. 3•0 &czcs -Dt5TuAe i
oN 5 Me : D.23 "f-i, of 7D»ruriV6co AREI? LOCAT1:D
WITI+I14 ACC
e. If the proposed project will disturb more than one
acre of land, the Division of Land Resources must
receive an erosion and sedimentation control plan at
least 30 days before land disturbing activity begins.
If applicable, has a sedimentation and erosion
control plan been submitted to the Division of Land
Resources? X Tes No
If yes, date submitted 1dl2v'o5 FL91MIT lSW&D?
No -PhMC.I -Zoo(. -01Q
List the materials (such as marl, paver stone,
asphalt, or concrete) to be used for paved surfaces.
GRAVEL "'tRor?oS>=D -Fo;Z PAY9Q 5ORFACE5
h. Projects,that require a CAMA Major Development
Permit may also requirc.a.Stormwater Certification.
Has a site development plan been submitted to the
Division of Environmental Management for review?
X Yes No
If yes, date submitted Jh>r / Za 200(0
i. Describe proposed method of sewage disposal.
S ITG Is ri?Mov6n J_= Q 9, 1 p ScPTI C "T-NNI KS
j. Have the facilities described in Item i. above
received state or local approval? ,I1r S
(leach approprtote docunwnwdon) k. 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).
5T0JRn-\w AT SuR;='AQZ RurIoFF
1. Describe proposed drinking water supply source
(e.g. well, community, public system, etc.)
PU6L1c.• Wfi 61Z SYSTE#-A
M. Will water be impounded?
If yes, how many acres? _
Yes X No
n. If the project is a oceanfront development, when
was the lot(s) platted and recorded? NA
D?JIo ?Y?. oT?{?-s _
Give the percentage of the tract within 75 feet of
MHW or NWL, or within 575 feet in the case of an
Outstanding Resource Water, to be covered by
impervious and/or built-upon surfaces, such as
pavement, buildings, rooftops, or to be used for
vehicular driveways or parking. ZERO
APpC?q?s''\,ect >17
Skutture
Date
Form DCM-MP-3
BLAND
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 TIE bupLex CONDOMINtVIV-,
BuIL-DON45 P7zvPoS?
b. Number of lots or parcels ( COM/MOnI t-or
c. Density (give the number of residential units and the
units per acre) 18 uhrrs -MT-Ni, i 3 8 u?+I2?Acre
60,, c ll U P O rl ,( qc?E S I N TO rlu 5 I rc
d. Size of area to be graded, filled or disturbed
including roads, ditches, etc. 3.0rcazES Dt5.ruR0r7
014 ???-? 0.23 pest s ot= vi?ru,ZBt p I?REq e.oeAZ?D
WITI+IQ AEC
e. If the proposed project will disturb more than one
acre of land, the Division of Land Resources must
receive an erosion and sedimentation control plan at
least 30 days before land disturbing activity begins.
If applicable, has a sedimentation and erosion
control plan been submitted to the Division of Land
Resources? X Yes No
If yes, date submitted IQ17-9105 1tRN%IT 1SW60
40 PISMO - Zoo(o -019
f. List the materials (such as marl, paver stone,
asphalt, or concrete) to be used for paved surfaces.
GRAVEL ?'ao;posEa FoR 'Phvrp nuRFAcE5
g. Give the percentage of the tract within 75 feet of
MHW or NWL, or within 575 feet in the case of an
Outstanding Resource Water, to be covered by
impervious and/or built-upon surfaces, such as
pavement, buildings, rooftops, or to be used for
vehicular driveways or parking. Z, tAo
2006
Morehead City DCM
h. 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?
Y Yes No
If yes, date submitted .CAIN. I Za zoo(o
i. Describe proposed method of sewage disposal.
S rr-G IS APffzovt:? Ro R 10- scprl C TAN K5
Have the facilities described in Item i. above
received state or local approval? ?Jcf S
(Attach appropriate docuntentation)
k. 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).
S70-Rn-\wfr7U-iR uRF'AQ- `RJt4Q }-.
1. Describe proposed drinking water supply source
(e.g. well, community, public system, etc.)
-?v?LJU Wfi ER S ysrep^
in. Will water be impounded? Yes X No
If yes, how many acres?
n. If the project is a oceanfront development, when
was,"t(s) platted and recorded? H A
U
Signature
4M - /& Zv y to
Date
Revised 03/95

Sraio I '
PAMLICO COUNTY, NORT
ROIINA NO. 9 V MAR 2 1 2006 `?
Morehead City DCM
MAY 2 6 2006
Morehead City D IV
1302
s
s
7
w
o
rn
1147
1149
14
Nl 11
SITE``
tiF?S
F?
1121
1121
0

MINNESOTT o
BEACH
\`\\11 c 111/?// "
\;tNk , A ®WILKINSON o
`oQ-, 4?eSS?POINT o
?• '1.y'.
SEAL • 28925 -
5
J
SHEET 1 ///?s? ?S I I1??? \
REV 1 PER NCDENR 05-24-06
FOR DAVID SAWYER AND OTHERS DATE: 12-13-2005 ROBERT M. CHILES, P.E.
MINNESOTT BEACH PROPERTY JOB NO.: 2004046 ENGINEERS AND CONSULTANTS
BENNETTE ROAD
PAMLICO COUNTY SCALE: N.T.S. NEW BERN, NORTH CAROLINA
?dvf,rn?
9 -9 ZONE 'AE/_
+ J ??f o ZONE 'X"
0
.h rp ?
ti
JV ? h?
O
aQe-o} ?'/ ry
P
r?
THELBERT THOMAS JAMES, JR.
1
tl? CD
o• o
o I '' I
1;1111
ZONE "x" l
`>7r ??. / •h? -V ( '
ZONE 'AE' /

MAY 2 6 2006
MOrehead City DC
III MAR o
I I ? I I I` S6?3 ?? ? 1
t
09,
\\ ?\ SEP I - 20 G
11, \ Mprohe City C
( /? ?Y»?\ 11 i I Ill
J - ??• 1?F?•i//J / I l l

psi 9?9?Q1
Jt. J• ,
01 h
SHEET 2
REV 1 PER NCDENR 05-24-06
EXISTING CONDITIONS
FOR DAVID SAWYER AND OTHERS
MINNESOTT BEACH PROPERTY
BENNETTE ROAD
PAMLICO COUNTY
°'c,
L
X00 ?c
R?OP ?O
ors /?BU© - - - ?-0??
- Z1,ie? / - - _ - - -zz

N6S
0

Yf d? \??\ \ JAN F. MONAGHAN
qA \? . R p ?i
SEAL DELINEATED WETLAND BOUNDARY 28925
- - EXISTING CONTOURS II
'D 19, FL oor z olvE s` 'AA
®EXTsiLnIG RTP•AkV iiIn?•GINE??•?,???
/ !? \ \
IT ATA //EL L• ??`
TOTAL SITE AREA ...................................191183 S0. FT. (4.711 ACfZAl (1,,\
UPLAND AREA ,,.,,,,,,•,,,,,,,,,,,, 145160 SO. FT. (3.33± ACRES)
404 WETLAND JURISDICTIONAL AREA..... 46023 SO. FT. (1.18± ACRES)
ID
0
I
N
In
0
to
0
0
3

GRAPHIC SCALE
50 100 ,nn
DATE: 12-13-2005 ROBERT M. CHILES, P.E.
JOB NO.: 2004046 ENGINEERS AND CONSULTANTS
SCALE: 1" = 100' NEW BERN, NORTH CAROLINA
ZONE 'AE
\I
THELBERT THOMAS JAMES, JR.
WETLAND IMPACT ARFA Z
406 S. F. PERMANANT. IMPACT (38 S.F
(RETAINING WALL/FILL)
129 S. F. TEMPORARY IMPACT (72 S.F.
(RETAINING WALL TO SILT FENCE)
ZONE 'AE'
A603)? ?? 1 L3
Js J0? ? `? ?? ??
SFA 1C
F?
2 J?ti 1
QQ o . i
96 L.F.
ALL 10.5
0 ALL E 16
2 I B L. .
0
N c I N-V
EN W
I
J
2593 S. F. PE C Po
(RETAINI NING ($
351 S. F, TEN PACT (246 S.F, AE)
/ (RETAINING TO SILT FENCE)
MAY 2 6 2006

SEP 1 - 200
U
Y
4-0,qity cm

TOP OF a Ll EL

. 1 t2" L.F.
,? TOP 0 WALL L.
4.?
54
/ J1/t

tif9ss 6,

TOP OF WALL
EL. 24.0
322 L.F.
h?
il
1 JAN F. MONAGHAN
HATCH PATTERN IDENTIFIES
?f
?y*J CONSTRUCTION LIMITS
\?w A /
\
r
F,rss,o
c

y
y?
o..

LEND
`DELI? EA7ED WETLAND BOUNDARY
28925
`
KEYSTONE WALL
- - - EXISTING CONTOURS
FINISHED CONTOURS : ??

/?/ /?,•`yQI N??• • 'Z
p
4 EXIS7rtj RiORAP
SITE DATA
TOTAL SITE AREA ...................................
UPLAND AREA .........................
404 W1=TLANO JURISDICTIONAL AREA 191183 SO. FT. (4,71± ACRES)
145160 SO. FT. (3,331 ACRES)
46
.1 N87'07'02"w 0
29.02' N 1'31'25'w
I
L_32 90 9-43'55-E
0
30.68* N 7134 'E
31.41'l S63*54'52"E
18.67'1 S75-04'54-E 0
Y
4 2.3 2' N01'41'37'w
0
17.38' N 4 8'4 6'1 6'W
3
J
rr
SHEET 3 .•••. D23 sD. FT. (1.18± ACRES) GRAPHIC SCALE
0 50 100 200
REV 1 PER NCDENR OS-24-06
PROPOSED CONDITIONS (TOPOGRAPHY)
FOR DAVID SAWYER AND OTHERS DATE: 12-13-2005 ROBERT M. CHILES P.E.
MINNESOTT BEACH PROPERTY JOB NO2004046 ,
BENNETTE ROAD .: ENGINEERS AND CONSULTANTS
PAMLICO COUNTY SCALE: 1„ = 100, NEW BERN, NORTH CAROLINA
.J
THELBERT THOMAS JAMES, JR.
TOP
WETLANO IMPACT AREA 2 TOP
406 S. F. PERMANANT IMPACT (38 S.F. AE)
(RETAINING WALL/FILL)
129 S. F. TEMPORARY IMPACT (72 S.F. AE)
(RETAINING WALL TO SILT FENCE)
SEE SHEET 8 \

`??
G
F?

t
?#A, y????hOP

o+?? ti
P O`er 4,

NOTE:
THE DRAIN. FIELDS AND REPAIR FIELD FOR THE
NON-WATERFRONT UNITS WILL BE LOCATED
NORTHEAST OF THE PARKING AND DRIVES IN THE
VACANT AREA. THE REPAIR FIELD FOR THE
WATERFRONT UNITS WILL BE LOCATED SOUTHWEST OF
THE DRIVES. SINCE THE ENTIRE AREA CONTAINS
SAND SOILS THIS SHOULD BE ACCEPTIBLE BY THE
PAMLICO COUNTY HEALTH DEPARTMENT.
LE ff_N A A ` DELINEATED WETLAND BOUNDARY
KEYSTONE WALL
?i_XrrTTN,;- P,TrAAP
IT ATA
TOTAL SITE AREA ...................................191183 SO. FT, (4.71± ACRES)
UPLAND AREA ......................... ,145160 SO. FT. (3.331 ACRES)
SHEET 4 404 WETLAND JURISDICTIONAL AREA ..... 46023 SO. FT. (1.18± ACRES)
REV I PER NCDENR 05-24-06
PROPOSED CONDITIONS (CONSTRUCTION)
FOR DAVID SAWYER AND OTHERS DATE: 12-13-2005
MINNESOTT BEACH PROPERTY JOB NO.: 2004046
BENNETTE ROAD
PAMLICO COUNTY SCALE: 1" = 100'
LL 10 * 5
LE 16
6
I B GIpt.WA L EL. A
0 WA 14.5
TOP OF- ALL EL. 10.0
I TOP OF WALL EL. 14.5
VLRMANANT IMPACT 079 fy 1{y)
TAININCti yV?/FILL) `'
351 S. F. TE R? M&?(?Q? 6 S.F. AE)
/ (RETAINING WALL TO SILT f EFI)
SEE SHEET 7
Mereheeu Cit oN®CM t
MAR a
9 ?.
EP I z0g6
TOP OF WALL HATCHED PATTERN IDENTIFIES
EL. 24.0 CONSTRUCTION LIMITS
CA
0 Q OF?B????•???i?
JAN F. MONAGHAN
SEAL r 39
f ?p s ?
l 28925 • i
• 1
•
?/ ?•- ,
6'.f'.lJJf
FROM BUILDINGS //»
G" CASC o
n
I
TYPICAL ROADWAYSECTION 0
00' wjvF_
o?
0
0
3
GRAPHIC SCALE
0 50 100 ,nn
ROBERT M. CHILES, P.E.
ENGINEERS AND CONSULTANTS
NEW BERN, NORTH CAROLINA
?00??) CM
$f S-Irr $
?_ \?•\\ \ cr-rf
awmat ri®or'sx
na am R fit
LW AaMM aooam
M GL am R/n.
0
5
GRAPHIC SCALE
50 100 200
PROPOSED SEPTIC SYSTEM LAYOUT DATE: 8-11-2005
FOR DAVID SAWYER AND OTHERS ROBERT M. CHILES, P.E.
MINNESOTT BEACH PROPERTY JOB NO.: 2004046 ENGINEERS AND CONSULTANTS
BENNETIE ROAD
PAMLICO
COUNTY SCALE: 1' = 100' NEW BERN, NORTH CAROLINA
r pCM
/
/
aw r. l?rat+o /
u fM1LT I?OfLIL /
6at?R7M
/
/
/
/
r` ,.11
?t4 m
,'? . ` ?A7 O
0?
/ ?12' S40?i y '_
/ i Q SEAL
SifiS ?
rlmrr w was .s. r xftw maw ale own oro[
ca.mo • amast,n,
?A am a.. w? o vm „rs
WX EM MUM CJAa1W 2M"-34M „b aro wffl. urx aqv=
00 &V-4= ut morm am IIw L?
JR*PN • NWM C Malu tilt
THELBERT THOMAS JAMES. JR.
LEGEND
A & DELINEATED WETLAND BOUNDARY
KEYSTONE WALL
'-?-?-+ SEDIMENT/SILT FENCE
PERMANENT SEEDING
IQ TE P
JAN F. MONAGHAN
MAY 2 6 2006
M ORARY SEEDING
IT ATA Mo rehead City DCM
TOTAL SITE AREA ...................................191183 SO. FT, (4.71± ACRES)
UPLAND AREA .........................................145160 SO. FT. (3.33± ACRES)
SHEET 6 404 WETLAND JURISDICTIONAL AREA ..... 46023 SO. FT. (1.181 ACRES)
REV 1 PER NCDENR 05-24-06
PROPOSED EROSION CONTROLS
FOR DAVID SAWYER AND OTHERS
MINNESOTT BEACH PROPERTY
BENNETTE ROAD
PAMLICO COUNTY
0
u
?M
'12'40' TEMPORARY
GRAVEL CONSTRUCTION
ENTRANCE

CAIjo/
Fs83i0 l
o
SEAL.
28925 -
9-1? \
?
?
111
0
0
O
N
3
GRAPHIC SCALE ,
50 100 200
DATE: 12-13-2005 ROBERT M. CHILES, P.E.
JOB NO.: 2004046 ENGINEERS AND CONSULTANTS
SCALE: 1" = 100' NEW BERN, NORTH CAROLINA
5 f= (1 1, - x00
r
MAY 2 6 H06
N'Ulorehead City Dt m
0
2
Z
ti
a
0
o
U
x
ZONE "AE
WETLAND DELINEATION LINE TABLE
LINE LENGT BEARING
L17 29.02' N21 *31'25"W
L18 32.96' N09'43'55"E
L19 30.68' _
N67'1 3'43"E
L20 31.41' S63'54'52"E
L21 18.67' S75'04'54"E
L22 42.32' NOi'41'37"W
L23 17.38' N48'46'16"W
L24 38.88' N17'52'08"W
L25 60.76' N18'48'35"E
SHEET 7
REV 1 PER NCDENR 05-24-06
WETLAND IMPACT DETAILS
FOR DAVID SAWYER AND OTHERS
MINNESOTT BEACH PROPERTY
BENNETTE ROAD
PAMLICO COUNTY
WETLAND IMPACT AREA 1 '
2593 S. F. PERMANANT IMPACT (329 S.F. AE)
(RETAINING WALL/FILL)
351 S. F. TEMPORARY IMPACT (246 S.F. AE)
(RETAINING WALL TO SILT FENCE)
BEGIN WALL EL. 16.0
END WALL EL. 14.5
`moo ,•D?f?83?0.
a? SEAL
28925
10
LEGEND
DELINEATED WETLAND BOUNDARY `
KEYSTONE WALL °
to
EXISTING CONTOURS o
FINISHED CONTOURS o
SEDIMENT/SILT FENCE
GRAPHIC SCALE
0 25 50 100
DATE: 12-13-2005 ROBERT M. CHILES, P.E.
JOB NO.: 2004046 ENGINEERS AND CONSULTANTS
SCALE: 1.. = 50' NEW BERN, NORTH CAROLINA
MAY G 2UOG
z Morohwcl !pity QCM
0
0
U
Ci
2
WETLAND IMPACT AREA 2
406 S. F. PERMANANT IMPA(
(RETAINING WALL/FILL)
129 S. F. TEMPORARY IMPAC
(RETAINING WALL TO SILT
ZONE "AE"
SILT FEN
WETLAND DELINEATION LINE TABLE
LINE LENGTH BEARING
L5 33.48' N44'02'54"E
L6 34.04' S86.39'55"E
L7 37.43' N04'53'32"E
L8 37.59' N53'56'47"E
P OF WALL EL. 14.5
/i
`?oQ- OF -83j0? ??
?_ y•, i
SLAB SEAL • 7' =
28925 =
GINt
LEGEND
-DELINEATED WETLAND BOUNDARY ?
KEYSTONE WALL
EXISTING CONTOURS °
FINISHED CONTOURS po
p
SEDIMENT/SILT FENCE
3
J
SHEET 8
REV 1 PER NCDENR 05-24-06 1
WETLAND IMPACT DETAILS
FOR DAVID SAWYER AND OTHERS
MINNESOTT BEACH PROPERTY
BENNETTE ROAD
PAMLICO COUNTY
TOP OF WALL EL. 10.0
GRAPHIC SCALE
0 25 50 100
DATE: 12-13-2005 ROBERT M. CHILES, P.E.
JOB NO.: 2004046 ENGINEERS AND CONSULTANTS
SCALE: 1 = 50 NEW BERN, NORTH CAROLINA

a?
?`' / III?? 117 MAY 2 6 7_006 a
}
o
\
do=, iu ??
\ head City M
.
3
I / /// \ \ N
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\ 1

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\ \ \ \ // /
\
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I v?
\yq
, ? Jae
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?

\
m
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\\
\
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F
r` 6 DE
LIN
EA TED WETLAND BOUNDARY
\\
?\\
- - - EX
T ??` •q L
r e?`
IS
ING CONTOURS
FINISHED CONTOURS ?p • -
2893

EXISTING GRADE
PROPOSED GRADE
25
---

13
9
0 40 80 120 160 200
INKtI 240 280 320
i--ZONE 1 ZONE 2 ul
r-75' AE,C.
-1 PROPOSED GRADE
EXISTING GRADE
? 0

N
___
---
2125 -
-? - - -
= -
1311 10
a
9 °
p
320 360 400 440 480 520 °0
CROSS SECTION
(SCALE AS INDICATED) GRAPHIC SCALE
SHEET 9 0 so 100 200
REV 1 PER NCDENR 05-24-06
FOR PROPOSED
AND OTHERS
DATE: 12-13-2005
ROBERT M. CHILES, P.E.
MINNESOTT BEACH PROPERTY
BENNETTE ROAD JOB NO.: 2004046 ENGINEERS AND CONSULTANTS
PAMLICO COUNTY SCALE: 1 = 100' NEW BERN, NORTH CAROLINA
r ? o
v MA
IP9 L% Tv ED
SfP I Zon5
,q! 4s
??!;'? 2 G ?OQ6
Morehoad City Prj%orohoad City L)CM

6a, 7 ria v u
LEFT SIDE
/V Orel - Vy N 2 FP-Ji4T- UN :CTS
LA/ Y?',? S ?` o rhr? n s
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MAY 2 G 2006
Morehead City DCM
4'6 I
sEP i -zoos
.d Morehead City DCM

If3•or
LE" A£/.ncN
??A-T'ER?RC?>.rT U?.zTS
/,)A VID 5f1 KI yz-"e Q?"f-/45 R S
N7s
a9-oi- 2aoc
2 .4
lj, ;4 111
--
NEAR VERTICAL 9.S°+?-IIAITER

LEVEL 3H:1V LEVEL 3liav
2'-0" 1'-6" 3'-0" 2'-6"
d'cr? y` (0.6m) (0.45m) (0.9m) (0.75m)

(0.45m) (0.45m) (0.75m) (0.6m)
1'-0" 2'-0" '-6"
11
?'? .aGa:; 'rt (0.45m) (0.3m) (0.6m) (0
45m)
OfIY/,?? S.?1xiYF.P
O fif/dip S :
09.0/• 2006
/`/ 7-5
10P awrIZ30
SEI' I 'ina6
Morohead City DCM
CEO SS SE7e..7YO/Y----(NTS')
Reinforced Wall
Setback Detail 9.50+ Batter
12'
? (700mm) ?
IT 12"
I i
i (2 (300 ml
3' Ca (75mm)
95°
GEOGRID
REINFORCEMENT
HEIGHT
VARIES
? r
i ' REINFORCED FILL

r
i
DRAINAGE MATERIAL
(CRUSHED STONE 112" - 3/4)
(10. 20 mm)
6'(150mm BASE LEVELING PAD I
--j-'------
EMBEDMENT DEPTH BELOW GRADE MINIMUM ]
1 UNIT OR H/20 /y
Mar 01 06 03:01p David Sawyer 252-249-7293 p.1
' I os.is-zoos
PAMLICO COUNTY HEALTH DEPARTMENT
P.O. BOX 306
BAYBORO. N.C. 28515
IMPROVEMENT PERMIT
(valid 5 years)
Owner:David Sawyer
Owner Address: 162 Country Club Drive
Owner Address(2):Arapahoe, NC 28510
Owner Phone #:[phone]
Property Address: 1 189 Bennett Road
PIN:F093-14
Record # 19/20
Establishment Type:townhouse/condominiums
Type of Well:Public Well
Design Flow (GPD):480
Initial Site
Wastewater System:Disposal Bed,%_?,_„
Long Term Acceptance Rate(GPD/SQFT):0.8
Trench Width:3 FT \ ?---
Trench Spacing (OC):3 FT
Trench Bottom From NGL:-24 IN\
Septic Tank Volume: 1000 GAL.. Place soil cloth over rock `\•? ' \ ?' '`_?"
? x a - ? 44
20 ? 19 f
18 J 17
ti•/ ?/ 16 /
Repair Site / - ?2
Wastewater System:Disposal Bed
Long Term Acceptance Rate(GPD/SQFT):0.8
Trench Width:3 FT1 ` 40.00 feet
Trench Spacing (OC):3 FT
Trench Bottom From NGL:-24 IN 1:480
Septic Tank Volume: 1000 GAL
AN AUTHORIZATION TO CONSTRUCT MUST BE OBTAINED AND
ALL FEES PAID PRIOR TO WASTEWATER SYSTEM INSTALLATION.
THE PAMLICO CO. HEALTH DEPARTMENT RESERVES THE RIGHT
TO REVOKE THIS PERMIT IF THE SITE IS ALTERED, INTENDED
USE CHANGED, OR ANY INFORMATION IS FALSIFIED.
ANY CHANGES TO THIS PERMIT WILL REQUIRE A REDESIGN"
PERMIT AND SUBSEQUENT FEE.- tv t rvL 1Lrwau +-1•-
Authorized Agent:
MAR 2 1 2006
Morehead City DCM
Mar 01 US 03:01p David Sawyer 252-249-7293 p.2
as.,eao?
PAMLICO COUNTY HEALTH DEPARTMENT
,

P.O. BOX 306
BAYBORO, N.C. 28515
IMPROVEMENT PERMIT
(valid 5 years)
Owner:David Sawyer
Owner Address: 162 Country Club Drive
Owner Address(2):Arapahoe, NC 28510
Owner Phone #:[phone]
Property Address: 1 189 Bennett Road
PIN:FO93-14
Record # 17/18
Establishment Type:townhouse/condominiums
Type of Well:Public Well
Design Flow (GPD):480•b?„
Initial Site ?`---
Wastewater System: Disposal Bed
Long Term Acceptance Rate GPD/SQFT):0.8
Trench Width:3 FT,
Trench Spacing (OC):3 FT,.
?
__
•
Trench Bottom From NGL:-24 IN `'?--

Septic Tank Volume: 1000 GAL C ?
Place soil cloth over rock \ ?` ?" ~ ...sow • ` S,S?•
4 V? n2;-
o
r2
Q
, 4s 422 O9.

C-
rti
20/
20
of r j
18/
17

?, • ? /
z j
l ,
?.
I 16
/
/

14
Repair Site re?3ir???,
x /
4$?
Wastewater System:Disposal Bed 1
Long Term Acceptance Rate(GPD/SQFT):0.8
Trench Width:3 FT ?.
no.ooreec
Trench Spacing (OC):3 FT ?
?.
Trench Bottom From NGL:-24 IN IIo
Septic Tank Volume: 1000 GAL
1
1
AN AUTHORIZATION TO CONSTRUCT MUST BE OBTAINED AND
ALL FEES PAID PRIOR TO WASTEWATER SYSTEM INSTALLATION.
THE PAMLICO CO. HEALTH DEPARTMENT RESERVES THE RIGHT
TO REVOKE THIS PERMIT IF THE SITE IS ALTERED, INTENDED
USE CHANGED, OR ANY INFORMATION IS FALSIFIED.
ANY CHANGES TO THIS PERMIT WILL REQUIRE A REDESIGN
PERMIT AND SUBSEQUENT FEE.
Authorized Agent:
-vzq -
tt'
MAN 2 1 2006
Morehead City OrA
Mar 01 06 03:01p David Sawyer
az ra2oos
19
PAMLICO COUNTY HEALTH DEPARTMENT
I'.O. BOX 306
BAYBORO. N.C. 28515
IMPROVEMENT PERMIT
(valid 5 years)
Owner:David Sawyer
Owner Address: 162 Country Club Drive
Owner Address(2):Arapahoe, NC 28510
Owner Phone #:[phone]
Property Address: 1189 Bennett Road
PIN:F093-14 •
Record # 15/16
Establishment Type: town ho use/condominiums
Type of Well:Public Well
Design Flow (GPD):480
I
18 17
1
Initial Site
Wastewater System: Disposal Bed
Long Term Acceptance Rate(GPD/SQFT):0
Trench Width:3 FT
rench Spacing (OC):3 FT
Trench Bottom From NGL:-24 IN
Septic Tank Volume: 1000 GAL
Place soil cloth over rock `^-....
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Long Term Acceptance Rate(GPD/SQFT):0.8 '
Trench Width:3 FT 10
Trench Spacing (OC):3 FT /
Trench Bottom From NGL:-24 IN / 9
Septic Tank Volume: 1000 GAL
NNV
ETLANO LINE AN AUTHORIZATION TO CONSTRUCT MUST BE OBTAINED AND-
ALL FEES PAID PRIOR TO WASTEWATER SYSTEM INSTALLATION.
j f
i THE PAMLICO CO. HEALTH DEPARTMENT RESERVES THE RIGHT
TO REVOKE THIS PERMIT IF THE SITE IS ALTERED. INTENDED
USE CHANGED, OR ANY INFORMATION IS FALSIFIED..
ANY CHANGES TO THIS PERMIT WILL REQUIRE A REDESIGN
PERMIT AND SUBSEQUENT FEE. I f3 / O
Authorized Agent:
40.00 feet
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MAR 2 1 2006
Morehead City DCA
rear U1 US 03:01p David Sawyer 252-249-7293
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0349.2005 PAMLICO COUNTY HEAL'T'H DEPARTMENT

P.O. BOX 306
BAYBORO, N.C. 28515
IMPROVEMENT PERMIT
(valid 5 years)
Owner:David Sawyer
Owner Address: 162 Country Club Drive
Owner Address(2):Arapahoe, NC 28510
Owner Phone #:[phone]
Property Address: 1 189 Bennett Road
PIN:F093-14
Record # 13/14
Establishment Type:townhouse/condominiums
Type of Well:Public Well
Design Flow (GPD):480
Initial Site
Wastewater System:Disposal Bed
Long Term Acceptance Rate(GPD/SQFT):0.8.
Trench Width:3 FT
Trench Spacing (OC):3 FT
. y
Trench Bottom From NGL:-24 IN `'"w.,,,,,?•
Septic Tank Volume:1000 GAL
Place soil cloth over rock'*,.

15
30.00 feet

14 / I
/ 13 ?
Repair Site '
Wastewater System: Disposal Bed
Long Term Acceptance Rate(GPD/SQFT):0.8
Trench Width:3 FT
Trench Spacing (OC):3 FT 12 1
Trench Bottom From NGL:-24 IN
Septic Tank Volume: 1000 GAL\ _ 11 ?? I
AN AUTHORIZATION TO CONSTRUCT MUST 13E OBTAINED AND
ALL FEES PAID PRIOR TO WASTEWATER \ STEM INSTALL ION.
THE PAMLICO CO. HEALTH DEPARTMENT RESERVES THE RIGHT
TO REVOKE THIS PERMIT IF THE SITE IS ALTERED, INTENDED
USE CHANGED, OR ANY INFORMATION IS FALSIFIED. f
/ I
ANY CHANGES TO THIS PERMIT WILL REQUIRE A REDESIGN
PERMIT AND SUBSEQUENT FEE.
Authorized Agent:_ i,?G•,,, , / ??. \> ;
jot
MAR 2 1 2006
D
Morehead City DCM
mar u1 US 03:02p
i? 00-162003
David Sawyer
P.O. BOX 306
Place soil cloth over rock
BAYBORO, N.C. 28515
IMPROVEMENT PERMIT
(valid 5 years)
Owner:David Sawyer
Owner Address: 162 Country Club Drive
Owner Address(2):Arapahoe, NC 28510
Owner Phone #:[phone]
Property Address: 1 189 Bennett Road
PIN:FO93-14
Record # 11/12
Establishment Type: townhouse/condominiums
Type of Well:Public Well
Desiqn Flow (GPD):480
Initial Site
Wastewater System:Disposal Bed ?-•.,
Long Term Acceptance Rate(GPD/SQFT):0.8
Trench Width:3 FT
Trench Spacing (OC):3 FT
Trench Bottom From NGL:-24 IN
Septic Tank Volume: 1000 GAL'

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Repair Site 1
Wastewater System:Disposal Bed 10
Long Term Acceptance Rate(GPD/SQFT):0.8
Trench Width:3 FT
Trench Spacing (OC):3 FT \ 9
Trench Bottom From NGL:-24 IN\ I
Septic Tank Volume: 1000 GAL
AN AUTHORIZATION TO CONSTRUCT MUST BE OBTAINED AND
ALL FEES PAID PRIOR TO WASTEWATER SYSTEM INSTALLATION.
THE PAMLICO CO. HEALTH DEPARTMENT RESERVES ES THE RIGHT
TO REVOKE THIS PERMIT IF THE SITE IS ALTERED, INTENDED
USE CHANGED, OR ANY INFORMATION, F I ?EDJ I
ANY CHANGES TO THIS PERMIT WILL REQUIRE A RElDESIGN
PERMIT AND SUBSEQUENT FEE./ .4 r' f / .RTPtj-;q T&
Authorized

PAMLICO COUNTY HEALTH DEPARTMENT
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MAR 2 1 200(
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Morehead City DCM
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252-249-7293
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PAMLICO COUNTY HEALTH DEPARTMENT
P.O. BOX 306
BAYBORO, N.C. 28515
IMPROVEMENT PERMIT
(valid 5 years)
Owner:David Sawyer
Owner Address: 162 Country Club Drive
Owner Address(2):Arapahoe, NC 28510
Owner Phone #:[phone]
Property Address: 1189 Bennett Road
P i N: FO93-14
Record # 9/10
-Establishment Type:townhouse/condominiums
Type of Well:Public Well
Design Flow (GPD):480
Initial Site
Wastewater System: Disposal Bed
Long Term Acceptance Rate(GPD/SQFT):0.8
Trench Width:3 FT
Trench Spacing (OC).3 FT' ?
Trench Bottom From NGL :-24 IN'
Septic Tank Volume: i 000 GAL
Place soil cloth over rnck ?` \ J
. /13
12 /
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10
Reoair Site g j %
3000 feet
1:3GO
Wastewater System:Disposzl Bed
Long Term Acceptance Rate(GPD/SQFT):0.8
Trench Width:3 FT
Trench Spacing ,10-1:3 FT
Trench Bottom„ From NGL :-24 IN
Septic Tank Volume: "1 000 GAL

I V)
AN AUTHORIZATION TO CONSTRUCT MUST BE OBTAINED AND
ALL FEES PAID PRIOR TO WASTEWATER SYSTEM INSTALLATION.
N; t
THE PAMLICO CO. HEALTH DEPARTMENT RESERVES THE RIGHT
TO REVOKE THIS PERMIT IF THE SITE IS ALTERED, INTENDED
USE CHANGED, OR ANY INFORMATION IS FALSIFIED.
ANY CHANGES TO THIS PERMIT WILL /REQUIRE A REDESIGN
PERMIT AND SUBSEQUENT FEE. D
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Authorized Agent:
MAR 2 1 2006
D
Morehead City DCM

?.+D'ROGR/VN FILESIQUIKPlAT1•HCk3Zbacku0.Ol4 03.17•:1OS
P,tiv1LICO COUNTY HEALTH DEP,4RTMENT
P.O. BOX 306
BAYBORO, N.C. 28515
IMPROVEMENT PERMIT
(valid 5 years)
Owner-David Sawyer (v (valid T /
Owner Address: 162 Country Club Drive y / /
Owner Address (2):Arapahoe, NC 28510'
Owner Phone #:[phone]
Property Address: 1 189 Bennett Road/
/
PIN: FO93-14
Record # 7/8
Establishment Type:townhouse/condominiums /
Type of Well:Public Well,5
Design Flow (GPD):480'
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40.00 feet
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Initial site
Wastewater System:Dispos I Bed \
Long Term Acceptance Rate(GPD/SQFT )..0.8.
Trench Width:3 FT \ / '\
Trench Spacing (OC):3 FT 3
Trench Bottom From NGL:-24 IN
Septic Tank Volume: 1000 GAL
/1%
Place soil cloth over rock` 2

Repair Site
Wastewater System: DisposaI Bed - N
Long Term A

cceptance Rate(9PD/SQFT):0.8 v
Trench Width:3 FT
Trench Spacing (OC):3 FT
Trench Bottom From NGL:-24 IN MAR 2 1 2006
Septic Tank Volume: 1000 GAL \
Morehead City DCM
AN AUTHORIZATION TO CONSTRUCT MUST BE OBTAINED AND
ALL FEES PAID PRIOR TO WASTEWATER SYSTEM INSTALLATION.
THE PAMLICO CO. HEALTH DEPARTMENT RES RVES THE RIGHT
TO REVOKE THIS PERMIT IF THE SITE IS ALTERED, INTENDED
USE CHANGED, OR ANY INFORMATION IS FALSIFIED.
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ANY CHANGES TO THIS PERMIT WILL REQUIRE A REDESIGN
PERMIT AND SUBSEQUENT FEE.
Authorized Agent: ?,?,;.,
Date 3/17/2005
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252-249-7293 P.O
PAMLICO COUNTY HEALTH DEPARTMENT
P.O. BOX 306
BAYBORO, N.C. 2851.5
IMPROVEMENT PERMIT
9
id 5 year')
Owner:David Sawyer ].
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Ow
ner Address: 162 Country Club Drive 0,0
Owner Address(2):Arapahoe, NC 28510 i Y 0i
Owner Phone #:[phone] / F 8 k?R
Property Address:1 189 Bennett Road/
Record # 5/6 / ? 7
Establishment Type:townhouse/condominiums
Type of Well:Public Well 5 /
Design Flow (GPD):480
y
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?Q 1:360
(D '
Initial Site
Wastewater System:Disposal B
-Long Term Acceptance Rate(GP.D/SQFT):0.8 .
Trench Width:3 FT . ' x w 11.1
'Trench Spacing (OC):3 FTC \ 4 w'
Trench Bottom From NGL:-24 IN \
Septic Tank Volume-1000 GAL 3
Place soil cloth over rock
2
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'Wastewater ante astewater System:Disposal Bed IUD 1;'?//
Long Term Acceptance Rate(GPD/SQFT):0.8
Trench Width:3 FTV
Trench Spacing (OC):3 FT MAR 2
Trench Bottom From NGL:-24 IN
Septic Tank Volume: 1000 GAL
Morehead
AN AUTHORIZATION TO CONSTRUCT MUST BE OBTAINED AND
ALL FEES PAID PRIOR TO WASTEWATER SYSTEM INSTALLATION.
L THE PAMLICO CO. HEALTH DEPARTMENT RESERVES THE RIGHT
D TO REVOKE THIS PERMIT IF THE SITE IS ALTERED, INTENDED
Z USE CHANGED, OR ANY INFORMATION IS FALSIFIED"
ANY CHANGES TO THIS PERM WILL REQUIRE A REDESIGN
PERMIT AND SUBSEQUENT FEE. '1 y i
2006
City DCM
Authorized Agent: Date 3/17/2005
-1 U0 ua:ubp David Sawyer 252-249-7293
C: PROGRAM FILE Sl0U1 KPLATPR032%bedcuP PI- 0377-2005
f PAMLICO COUNTY HEALTH DEPARTMENT

P.O. BOX 306
BAYBORO. N.C. 2851
iMPROVEMENT PERMIT
?x (valid 5 years)
Owner:David Sawyer
Owner Address: 162 Country Club Drive ?Q
Owner Address(2):Arapahoe, NC 28510
Owner Phone #:[phone]; / ?
Property Address: 1189 Bennett Road ?
PIN:17093-14
Record # 3/4 C„ X4,
p.9

6
Establishment Type: townhouse/condominiums
`
Type of Well:Publi/41
Design Flow (GPDInitial Site ,
Wastewater Sy
stem:Disposal Bed.• .
a\Long Term Acceptance Rate(GPD/SQFT):0.8
Trench Width:3 FT
?? Trench Spacing (OC):3 FT
as Trench Bottom From NGL:-24 IN
'S pticT ank Volume:1000 GAL
Place soil cloth over rock
30.00 feet
Repair Site -4? /'
Wastewater System:Disposal Bed-'
Long Term Acceptance Rate(GPD/SQFT):0.8
Trench Width:3 FT ?,? \
Trench Spacing (OC):3 FT 351.
Trench Bottom From NGL•-24 IN 1-11

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MAR 2 1 2006
ti. Morehead City DCM
Septic Tank Volume: 1000 GAL `S2' \
k1
AN AUTHORIZATION TO CONSTRUCT MUST BE OBTAINED AND `O
ALL FEES PAID PRIOR TO WASTEWATER SYSTEM INSTALLATION.
? G
THE PAMLICO CO. HEALTH DEPARTMENT RESERVES THE RIGHT
TO REVOKE THIS PERMIT IF THE SITE IS ALTERED. INTENDED
USE CHANGED, OR ANY INFORMATION IS FALSIFIED.)
0
ANY CHANGES TO THIS PERMIT WILL REQUIRE A REDESIGN
PERMIT AND SUBSEQUENT FEE. F11
Authorized Agent: Date 311 712 0 0 5
-- ----•r -??iu sawyer 252-249-7293 13-1-• '
C-V>ROGRAM rILES%OUIKPLATPR0321DackUO. DIM 03-17-2003
PAMLICO COUNTY HEALTH DEPARTMENT
P.O. BOX 306
BAYBORO, N.C. 28515
IMPROVEMENT PERMIT
(valid 5 years)
07
Owner:David Sawyer 511 ,p
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Owner Address: 162 Country Club Drive?
Owner Address(2):Arapahoe, NC 28510> fi
Owner Phone #:[phone].:,)T.--4
Property Address: 1 189 Bennett Roe
PIN:FO93-14 c? Y
Record # 1 /2 6
Establishment Type:townhouselcondominiums
Type of Well: Public Well 7
Design Flow (GPD):480
? / as
30.00 feet
1:360
i
Al
Initial Site /
Wastewater System:Disposal Bed
Long Term Acceptance Rate(GPD/:
Trr,nr-h \A ;,4fl,•'.2 C'T
Trench Spacing •(OC):3 FT
Trench Bottom From NGL:-24 IN
Septic Tank Volume:1000 GAL -?6'
Place soil cloth over rock
Repair Site Wastewater System:Disposal Bed
Long Term Acceptance Rate(GPD/SQFT):0.8
Trench Width:3 FT D
Trench Spacing (OC):3 FT z
Trench Bottom From NGL:-24 IN
Septic Tank Volume: 1000 GAL
LVV„
City DCM
1
C

AN AUTHORIZATION TO CONSTRUCT MUST BE OBTAINED AND M
ALL FEES PAID PRIOR TO WASTEWATER SYSTEM INSTALLATION.-i
D U
THE PAMLICO CO. HEALTH DEPARTMENT RESERVES THE RIGHT
TO REVOKE THIS PERMIT IF THE SITE IS ALTERED, INTENDED
USE CHANGED, OR ANY INFORMATION IS FALSIFIED.
Z-
ANY CHANGES TO THIS PERMIT WILL REQUIRE A REDESIGN
PERMIT AND SUBSEQUENT FEE.
Morehead

Authorized Agent: "Date 3117/2005