20071288 Ver 1_CAMA Application_20070726

a
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor James H. Gregson, Director William G. Ross, Jr., Secretary
MEMORANDUM
TO: Ms. Cyndi Karoly ~ 7_ ~ 2 8 8
Env. Biological Supervisor
Division of Water Quality, Wetlands Unit
FROM: Doug Huggett
Major Permits Processing Coordinator
Coastal Management Division
400 Commerce Avenue
Morehead City NC 2$SS7
DATE: 25 July 200?
SUBJECT: CAMA Application Review
APPLICANT: Rick Stevens
Respond to Doug Huggett
Morehead City Office
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PROJECT LOCATION: Located at Lots S and 6 of Younce/Broad Creek Subdivision (McCotter
Marina Road) adjacent to the mouth of Broad Creek, near the City of Washington, in Beaufort
County, North Carolina
PROPOSED PROJECT: Applicant proposes to construct a new bulkhead on the same alignment as
the existing bulkheads on both sides of the property and build asingle-family home on each lot.
Please indicate below your position or viewpoint on the proposed project and return this form by 1 S
August 2007. Please contact Mike Thomas at 252-948-3950, if you have any questions regarding the
proposed project. When appropriate, in depth comments with supporting data are requested.
REPLY
Signed
Date
Nom` Carolina
turally
943 Washington Square Mall, Washington, North Carolina 27889
Phone: 252-948&481 1 FAX: [phone] Internet www.nccoastalmanagementneU
This office has no objection to the project as proposed.
This office has no comment on the proposed project.
This office approves of the proposed project only if the recommended changes
are incorporated. See attached.
This office objects to the proposed project for reasons described in the attached
comments.
An Equal Opportunity 1 Affirmative Ad'an Empbyer -50°,6 Recycled 11096 Post Consumer Paper

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Rick Stevens
2. LOCATION OF PROJECT SITE: Off SR1300 at Lots 5 and 6 of Younce/Broad Creek Subdivision,
(McCotter Marina Road) adjacent to the mouth of Broad Creek, near the City of Washington, in
Beaufort County, North Carolina.
Photo Index 2006: 101-8146 R-10 2000: 221-1163 L-12
State Plane Coordinates - X: 637,502.752 Y: 26,081,109.789 GPS Rover File #H011216A
USGS Quad: Blounts Bay (upper left)
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 12 January 2007
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received - 16 July 2007 ~ 7 - 1 2 8 8
Office -Washington
6. SITE DESCRIPTION:
(A) Local Land Use Plan -Urban Transition
(B) AEC(s) Involved: Coastal Shoreline
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing -None
Planned - Onsite
(F) Type of Structures: Existing - None
Planned - ± 159' of bulkhead and associated backfill, single-family
homes on each lot, septic system, and drainage system.
(G) Estimated Annual Rate of Erosion: ±1,200 ft2
Source -applicant (survey)
7. HABITAT DESCRIPTION:
[AREA]
Vegetated Wetlands
(B) Non-Vegetated Wetlands
Creek bottom
(C) Upland Development
±5,600 ftz filled
±4,752 ft2
(D) Total Area Disturbed: ±10,352 ft2 filled/developed
(E) Primary Nursery Area: No
(F) Water Classification: SB/NSW Open: No
8. PROJECT SUMMARY: The applicant proposes to construct a new bulkhead on the same alignment as
the existing bulkheads on both sides of the property and build asingle- family home on each lot.

Rick Stevens
Beaufort County
Project Setting
The project area is located off of SR1300, at lots 5 and 6 of the YounceBroad
Creek Subdivision, adjacent to the mouth of Broad Creek, near the City of Washington,
in Beaufort County North Carolina. Lots 5 and 6 are located between two existing
bulkheads and show no evidence of having had a bulkhead in the past. At present the
shoreline has advanced landward ±30' from the alignment of the existing bulkheads on
the adjacent properties. The applicant proposes to reclaim the eroded portion of the lot
and bulkhead the shoreline.
A small amount of riprap exists on the project site adjacent to the upstream
property line acting as a revetment for the wing wall. The approximate elevation of the
lots is 1 to 2 feet above NWL. Lots 5 and 6 have not been developed and at present are
vegetated with a mix of Loblolly Pines, Eastern Red Cedars, Bald Cypress, lawn grasses
and other indigenous herbaceous ground cover. Broad Creek, a tributary of the Pamlico
River, is classified SB/NSW by the North Carolina Environmental Management
Commission and is closed to shellfishing.
The property is bordered to the west and east by single-family homes with
bulkheaded shorelines. Existing structures on the adjacent properties include asingle-
family home, pier and bulkhead on the upstream lot and asingle-family home, pier and
bulkhead on the downstream lot. The adjacent properties are vegetated with lawn grasses
and mixed hardwood trees.
Project Description
The applicant proposes to bulkhead and backfill ±80' of shoreline on Lot 5 and
Lot 6 (for a total of X160') on the same alignment as the upstream and downstream
neighbors existing bulkheads. This alignment will place the bulkhead on average ±30'
waterward of the NWL with a maximum distance of ±35' waterward of the NWL. The
applicant also intends to construct a f44' X X54' (2,376 ftZ) single-family home on each
of the lots.
Anticipated Impacts
The construction of the bulkhead and backfill will result in the filling of
±5,600 square feet of creek bottom. X4,752 ftz of impacts are anticipated with the
proposed upland development of the two single-family homes. The project as proposed
will result in localized, short term, turbidity as a result of the construction activities.
Mike Thomas

JARVIS CONSULTING, INC.
CONSULTING ENGINEERS -PLANNERS -SURVEYORS
223 RESPESS STREET -WASHINGTON, NORTH CAROLINA 27889
TELEPHONE [phone] /FAX [phone]
jarvispaCcr~,earthlink.net
Mr. Mike S. Thomas
NC Division of Coastal Management
943 Washington Square Mall
Washington, NC 27889
Dear Mr. Thomas:
We have reviewed Mr. Robert E. Smith's letter of March 8, 2007 concerning the
development of Lots 5 & 6 in the Broad Creek Subdivision.
The selection of the bulkhead elevation on our original application was based on the
elevation of normal storm occurrences in the absence of a hurricane event. Most
bulkhead elevations we deal with range in the three to four feet elevation, which gives
better protection to over topping and erosion behind the bulkhead.
The lots of record shown in MB 8; page 100 in the Beaufort County Registry have been
conveyed by separate instruments and there are no subdivision requirements imposed on
the property. The on-site waste water system will, as any system does, have to be
permitted.
In an effort to address the concerns of the adjacent owners, the owner has requested we
lower the bulkhead elevation to 1.3 feet MSL, which is very close to the existing
bulkhead on either side. There was a reduction in the amount of fill on the lot and of the
garage floor elevation. An interceptor swale will be placed along the eastern and western
property lines to collect and "diffuse flow" any water that may have drained from the
slopes.
The proposed on-site wastewater system is advanced well beyond normal discharge limits
and the effluent is of human contact quality with no odor or discharge. The system as
proposed with two units will have no impact on the adjacent property whereas a drain
field on a less prepared site could have an odor impact, which is already noticeable from
the existing homes and systems that by today's standards could not be permitted without
advanced treatment.
The highest published water elevation available in a non-local hurricane event was3.41
feet MSL in 1929 NAVD and it was in 1989 during Hurricane Hugo, which had tidal

impacts here. That elevation by1988 NAVD is 2.41 feet MSL and is the elevation we
chose to protect the structure. The garage elevation will flood during local hurricane
events at elevation 4.5 feet MSL but should be protected from more frequent local
flooding and wind driven events. The elevation of the backfill along Broad Creek has
been reduced to substantially the same as the adjacent property. The pad for the home
site meets prudent elevation standards and all drainage is contained on site. The
structures as proposed meets the Beaufort County front and side setback requirements
without a variance having to be requested.
By copies of this letter, we are notifying Mr. Smith on the west and Mr. Worsley on the
east of our revised request and have furnished them with:
a. Letter
b. Revised Plans
c. Copy of application
Please let us know if you have any questions.
Very tru s
---____
a S. Jarvis, P S
Jarvis Consu ,Inc.
S:\2006\06119\ConcernsLetter, doc

Narrative
for
Rick Stevens -Shoreline Stabilization
The properties are Lot 5 and Lot 6 of Younce Broad Creek Subdivision. The properties
are located on Younce Canal Road/McCotter Marina Road in Beaufort County at the end
of River Road, (Area also known as McCotter Marina). The properties aze located on the
North side of the Pamlico River, on the West Peninsula of Broad Creek.
The purpose of this construction is to prevent erosion and restore some of the shoreline
along these Lots that has been lost. The Lots together as of 12/07/06 had an area of
29,553.52 Sq.Ft. One year eazlier these lots together had a total of approximately 1200
additional 5q.Ft. of Shoreline area. In a William B. Duke survey from July 29, 1954; the
shoreline extends approximately 80 Linear Feet farther than it does today.. In order to
prevent these lots and neighboring lots from being lost, we propose to install a wooden
bulkhead along the Broad Creek edge of the property.
- :,,
The bulk heading will be approximately 160 feet in length, with the top being at 1.3'
above NWL. It will be constructed of wood materials and will be built to standard
specifications. This project will use 172 Cubic Yazds of Tazboro/Seabrook soil as
backfill. Backfill will be from an off-site borrow pit and will be brought in by dump
truck. Construction equipment used will be primarily a loader, backhoe, and a pneumatic
driver. Approximately 30' linear feet of Rip-Rap will be removed from the Eastern edge
of the property.
The proposed construction will aid in making the lots usable for construction of
residential housing. The density of these units will be 2.9412 Units/Acre, and the
proposed building will use on-site sewer and Public System Water. Surface Run-off will
be the only type of dischazge to waters of the State.
5:~2006\06119~Narrative. doc

oeM Mp-~
APPLICATION for
Ma1or Deoelopment Permlt ° 7 - ' 2 8
(last revised 1?J27/06)
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North Carolina DIVISION OF COASTAL MANAGEMENT
7. Primary Applicant/ Landowner lnformafion
Business Name Project Name (if applicable)
Rick Stevens Broad Creek Lots Sand 6
Applicant 1: First Name MI Last Name
Rick Stevens
Applicant 2; First Name MI Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address PO Box City State
816 Washington NC
ZIP Country Phone No. FAX No.
27889 Beaufort 252 - 974 - 1115 ext. 252 - 974 - 7795
Street Address (if different from above) City State ZIP
200 Iron Creek Drive Washington NC 27889-
Email
[e-mail]
2. Agent/Confracforinformafion
Business Name
Jarvis Consulting, Inc.
Agent/ Contractor 1: First Name MI Last Name
Ralph S Jarvis
Agent/ Contractor 2: First Name MI Last Name
Mailing Address PO Box City State
223 Respess Street Washington NC
ZIP Phone No. 1 Phone No. 2
27889 252 - 974 - 7794 ext. - - ext•
FAX No, Contractor #
252 974 7795
Street Address (if different from above) City State ZIP
s/a -
Email
[e-mail]
<Form continues on back>
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Form DCM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple) Street Address State Rd. #
Beaufort 1324
Subdivision Name City State Zip
BROAD CREEK, LOTS 5 & 6 WASHINGTON NC 27889 -
Phone No. Lot No.(s) (If many, attach additional page with list)
- - ext. 5, 6, ,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
<-TAR PAMLICO RIVER BASIN Broad Creek
c. Is the water body identified in (b) above, natural or manmade? d. Name the closest major water body to the proposed project site.
®Natural ^Manmade ^Unknown Pamlico River
e. Is proposed work within city limits or planning jurisdiction? f. If applicable, list the planning jurisdiction or city limit the proposed
^Yes ®No work falls within.
n/a
4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
158.98 .68 ac
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
.35 ac, .33 ac, NWL (normal water level)
(If many lot s/zes, please attach additional page with a list) 2.0 ^NHW or ®NWL
e. Vegetation on tract
Wooded
f. Man-made features and uses now on tract
Rip-rap and road-side ditch
g. Identify and describe the existing land uses adjacent to the proposed project site.
Residential
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
N/A (Attach zoning compliance certificate, if applicable)
®Yes ^No ^NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? Yes No
k. Has a professional archaeological assessment been done for the tract? If yes, attach a copy. Yes No NA
If yes, by whom?
I. Is the proposed project located in a National Registered Historic District or does it involve a ^Yes No ®NA
National Register listed or eligible property?
<Form continues on next page>
m. (i) Are there wetlands on the site? Yes No
(ii) Are there coastal wetlands on the site? ^YRS ~No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ^Yes ^No
(Attach documentation, if available)
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Form DCM MP-1 (Page 3 of 4)
APPLICATION for
Major Development Permit
n. Describe existing wastewater treatment facilities.
None existing. On site is proposed.
o. Describe existing drinking water supply source.
Beaufort County Water District
p. Describe existing storm water management or treatment systems.
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? Commeraal Public/Govemment
®Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
This is a vacant lot with severe erosion borderedon both sides by lots with bulkheads. New bulkheading between the
existing bulkhead will stabilize the shore, promote better flushing of the the river.Standard construction materials and
equipment will be utilized.
c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored.
STANDARD LOADERS,COMPACTORS, AND PILE DRIVERS
d. List all development activities you propose.
Building of 2 homes, bulkheading and fill
e. Are the proposed activities maintenance of an existing project, new work, or both? New Work
f. What is the approximate total disturbed land area resulting from the proposed project? 0.51 ^Sq.Ft or ®Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ^Yes ®No NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
Surtace run-off
i. Will wastewater or stormwater be discharged into a wetland? ^Yes No ^NA
If yes, will this discharged water be of the same salinity as the receiving water? ^Yes ^No ^NA
j. Is there any mitigation proposed? Yes No NA
If yes, attach a mitigation proposal.
<Form continues on back>
6. Additionallnformation
In addition to this completed application form, (MP-1) the following items below, !f applicable, must be submitted in order for the application
package to be complete. Items (a) - (f) are always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale. Please give the present status of the
proposed project Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
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Form DCM MP-1 (Page 4 of 4)
APPLICATION for
Major Development Permit
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days In
which to submit comments on the proposed project to the Division of Coastal Management.
Name Michael Worsley
Phone No. 252-353-1694
Address 3673 Ivy Road, Greenville, NC 27858
Name Robert E. Smith
Phone No. non available
Address 3140 Sussex Road, Raleigh, NC 27607
Name
Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
None
h. Signed consultant or agent authorization form, if applicable.
i. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
17. Certification and Permission fo Enter on Land I
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge.
Date _May 9, 2007 Print Name Rick O Stevens
Signature ~'',.,..~ +5~ ~.-.--..
~lT~
Please indicate application attachments pertaining to your proposed project.
®DCM MP-2 Excavation and Fill Information ^DCM MP-5 Bridges and Culverts
®DCM MP-3 Upland Development
^DCM MP-4 Structures Information
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Form DCM MP-2
EXCAVATION. and FILL
(Except for bridges and culverts)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given In feet.
Access Other
' Channel
(NLW or Canal Boat Basin Boat Ramp Rock Groin Rock
Breakwater (excluding
shoreline
NWL stabilization
Length
Width
Avg. Existing
NA
NA
Depth
Final Protect
NA
NA
Depth
1. EXCAVATION
a. Amount of material to be excavated from below NHW or NWL in
cubic yards.
N/A
c. (i) Does the area. to be excavated include coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
^CW ^SAV ^SB
^WL ®None
(ii) Describe the purpose of the excavation in these areas:
^This section not applicable
N/A
of material to be excavated.
d. High-ground excavation in cubic yards.
-0-
2. DISPOSAL OF EXCAVATED MATERIAL ^This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
N/A N/A
c. (i) Do you claim title to disposal area?
^Yes ^No ®NA
(ii) if no, attach a letter granting permission from the owner.
d. (i) Will a disposal area be available for future maintenance?
^Yes ^No ®NA
(ii) If yes, where?
e. (i) Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV}, shell bottom (SB),
or other wetlands tWL)? If any boxes are checked, provide the
number of square feet affected.
^CW ^SAV ^SB
^WL ®None
(ii) Describe the purpose of disposal in these areas:
3. SHORELINE STABILIZATION ^This section not applicable
(lf development is a wood groin, use MP-4 -Structures)
f. (i) Does the disposal include any area in the water?
^Yes ^No ®NA
(ii) If yes, how much water area is affected?
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Form DGM MP-2 a(Excavation and Fill, Page Z of 2)
a. Type of shoreline stabilization: b. Length: 158.98 L
®Bulkhead ^Riprap ^Breakwater/Sill ^Other: Width:
c. Average distance waterward of NHW or NWL: 25' d. Maximum distance waten!vard of NHW or NWL: 35'
e. Type of stabilization material:
Wood
f. (i) Has there been shoreline erosion during preceding 12
months?
®Yes ^No ^NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
Approx. 1200 SF
g. Number of square feet of fill to be placed below water level.
Bulkhead backfitl 172 CY Riprap tL
Breakwater/Sill Other
i. Source of fill material.
Off-site borrow pit
h. Type of fill material.
Tarboro / Seabrook
4. OTHER FILL ACTIVITIES ^This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? Yes ®No ^NA b. (i) Will fill material be placed In coastal wetlands/marsh (CW),
if yes,
(ii) Amount of material to be placed in the water
(iii) Dimensions of fill area
(iv) Purpose of fill
submerged aquatic vegetation (SAV), sneu bottom (5ti~, or
other wetlands (VVL)? If any boxes are checked, provide the
number of square feet affected.
^CW ^SAV ^SB
^WL ®None
(ii) Describe the purpose of the fill in these areas:
n!a
I5. GENERAL
a. How will excavated or fill material be kept on site and erosion b. What type of construction equipment will be used (e.g., dragline,
controlled? backhoe, or hydraulic dredge)?
Fill to be placed behind completed bulkhead. No on-site storage Pneumatic driver; backhoe; loader
permitted.
c. (i) Will navigational aids be required as a result of the project? d. (i) Wiil wetlands be crossed in Vansporting equipment to project
^Yes ®No ^NA site? ^Yes ^No ®NA
(ii) If yes, explain what type and how they will be implemented. (ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
May 9, 2007
Date
Project Name
Rick O Stevens
plicant Name
plicant Signature
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Form DCM MP-3
UPLAND DEVELOPM-ENT
(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. Please include all supplemental information.
GENERAL UPLAND DEVELOPMENT
a. Type and num
proposed.
2 buildings
units or structures
b. Number of lots or parcels.
2 lots
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
0.51 ac
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
Asphalt, concrete
c. Density (give the number of residential units and the units per
acre).
2 units / 2.9412 u/ac
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.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
^Yes ®No ^NA
(ii) If yes, list the date submitted:
g. Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and/or built-upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking.
3.8%
i. Give the percentage of the entire tract to be covered by impervious
and/or built-upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
j. Describe proposed method of sewage disposal.
On-site re-use system
I. Describe location and type of proposed discharges to waters of the
state (e.g., surface runoff, sanitary wastewater, industrial/
commercial effluent, "wash down" and residential discharges).
Surface runoff
h. Projects that require a CAMA Major Development Permit may also
require a Stormwater Certification.
(i) Has a site development plan been submitted to the Division of
Water Quality for review?
^Yes ®No ^NA
(ii) If yes, list the date submitted:
k. Have the facilities described in Item (i) received state or local
approval?
^Yes ®No ^NA
if yes, attach appropriate documentation.
m. Does the proposed project include an innovative stormwater
design?
^Yes ®No ^NA
If yes, attach appropriate documentation.
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Form DCM MP-3 (Upland Development, Page 2 of Z)
m. Describe proposed drinking water supply source (e.g., well, n. (i) Will water be impounded? ^Yes ®No ^NA
community, public system, etc.) (ii) If yes, how many acres?
Public Water
o. When was the lot(s) platted and recorded?
May 9,2007
Date
Project Name
Rick 0. Stevens
plicant Name
e
~ -
_ p
plica t Signature
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
^Yes ^No ®NA
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