20070990 Ver 1_CAMA Application_20070606

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~~~~
NCDENR
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
June 5, 2007
MEMORANDUM:
TO: Cyndi Karoly
Environmental Biological Supervisor
Division of Water Quality
FROM: Doug Huggett
Major Permits Processing Coordinator
07-0990
U
JUN l~ ~17Q7
+~ttar~u"sa~o sro~~a,~r~a e~y
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Jack Burrus, Burrus House Inn
Project Location: 509 US 62/264, Manteo, Dare County
Proposed Project: Hydraulic maintenance dredging, Pier, Platform, Gazebo, Walkway,
Wave attenuator, Boat slips
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by 46/2b/47 to 440 Commerce Avenue, Morehead City, NC 2$557. If you have any
questions regarding the proposed project, please contact John Cece at [phone], ext. 234.
When appropriate, in-depth comments with supporting data are requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
SIGNED DATE
. Iza a ity, North aro Ina
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer - 50% Recycled 110% Post Consumer Paper

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Burrus House Inn, Jack Burrus
2. LOCATION OF PROJECT SITE: The Burrus House Inn is located on the western shore
of Shallowbag Bay (a tributary of the Roanoke Sound) at 509 US 64/264 in Manteo, Dare
County. The property is located immediately north of North Bay Club Drive and the
Shallow Bag Bay condominium development.
Photo Index - 2006: 182-7235 (C12, D12, E12, F12)
2000: 182-2158 (S13-14, T13-14, U13-14, V13)
1995: 182-1881 (P15-16, Q15-16, R15-16, S15)
1989: 1-52-6 (R10-11, S10-11, T10-11, U10-11)
1984: 141-1569 (M8, N8, 08, P8, Q8)
1978: 83-62 (I13, J13, K13, L13, M13)
State Plane Coordinates - X: 2986843 Y: 799153
Rover File: C050815A USGS Map: Manteo (LR)
3. INVESTIGATION TYPE: CAMA and D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - May 8, 2007
Was Applicant Present - Yes
5. PROCESSING PROCEDURE: Application Received Complete - Apri127, 2007
Office -Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Town of Manteo, 1999 Update
Land Classification From LUP - Eastern half of property is classified as
Conservation, while the western half of the property of the property is classified as
Developed
(B) AEC(s) Involved: Estuarine Waters, Public Trust Area, Estuarine Shoreline, and
Coastal Wetlands
(C) Water Dependent: Yes
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing - Municipal system
Planned - Same
(F) Type of Structures: Existing - Burrus Inn, three boat slips
Planned - Walkway, pier, wave attenuator, six additional
boat slips
(G) Estimated Annual Rate of Erosion: Not applicable
Source - Not applicable

Field Investigation Report
Burrus Inn -Manteo, Dare County
Page 2
7. HABITAT DESCRIPTION: [AREA, square feet (SF)]

(A) Estuarine Waters /
Public Trust Area
17,640 SF
None
3,593 SF
(B) Coastal Wetlands /
Estuarine Shoreline
None
None
2,490 SF
(C) Estuarine Shoreline None 2,125 SF None
(D) Uplands None 13,005 SF None
(E) Total Area Disturbed: 15,130 SF (.35 acres)
(F) Primary Nursery Area: No (but area is a Permanent Secondary Nursery Area)
(G) Water Classification: SC Fish Propagation
Shellfishing Open: No
8. PROJECT SUMMARY:
The applicant proposes to:
• Conduct hydraulic maintenance dredging of a 17,640 SF area in an existing man-made
canal and the Shallowbag Bay,
• Construct a 15,130 SF spoil disposal area on the western portion of the parcel,
• Construct a walkway 6 feet wide and 415 feet long over Coastal Wetlands,
• Construct a pier 6 feet wide and 480 feet long and a platform 6 feet wide and 40 feet
long,
• Install a 520-foot long wave attenuator under the proposed pier and platform,
• Install a 20-foot by 20-foot covered gazebo along the proposed pier,
• Install ?additional boat slips and associated finger piers at the end of the proposed
pier.
Project Setting
The subject property is a 3-acre parcel comprised of two lots that are located on the east side
of US 64/264 in Manteo, Dare County. The parcel is bordered by Shallowbag Bay (a
tributary of the Roanoke Sound) on the east side, US 64/264 to the west, the Shallowbag Bay
condominiums to the south, and an undeveloped lot to the north.
The subject property is approximately 150 feet wide and 900 feet long and is oriented in a
northeast-to-southwest direction. A 15-20 foot wide canal is located approximately 20 feet
south of the northeastern property boundary. The canal starts at the shore of Shallowbag
Bay and extends 530 feet west, connecting to an existing 2,400 SF basin containing three
boat slips.
Water depths average 1 - 2 feet through the canal and basin, but are less than 1-foot near
the mouth of the canal as it enters Shallowbag Bay. Water depths in Shallowbag Bay are
approximately 2 feet a distance of 100 feet offshore, 4 feet a distance of 300 feet offshore,

- Field Investigation Report
Burrus Inn - Manteo, Dare County
Page 3
and 6 feet deep a distance of 500 feet offshore. No SAVs were observed in the basin, canal,
or immediate shoreline of Shallowbag Bay.
A "finger gut" extends off the middle of the man-made canal in anorthwest-to-southeast
direction. This "finger gut" divides the developed and undeveloped portions of the parcel.
The undeveloped eastern half of the parcel is comprised of three upland hammocks
surrounded by Coastal Wetlands. The hammocks are connected with small wooden foot
bridges constructed of 2-inch by 10-inch lumber stretched over the small creeks flooding the
wetlands. The undeveloped eastern half of the property is connected to the developed
western half of the property by a sturdy 10-foot wide by 35-foot long bridge that spans the
"finger gut." This bridge appears to have been designed and constructed to provide
vehicular access to the largest hammock located immediately east of the "forger gut. "
The developed western portion of the parcel contains the three-story Burrus House Iran, a
gravel driveway/parking area, the existing basin, a small single story building containing the
Burrus House Inn's offices, and a small storage shed. Lot 1 and the western most portion of
Lot 2 are currently undeveloped. Lot 1 historically contained a small used car dealership,
but this business has closed and all associated structures have been demolished. The western
portion of the parcel is elevated 5 - 6 feet above normal water level (NWL).
The upland portions of the undeveloped eastern half of the property contain scattered pine
trees (Pinus species), cedars (Juniperas species), bayberry bushes (Myricaceae species), and
live oaks (Quercus virginia). The Coastal Wetlands in this area contain Black Needlerush
(Juncus roemerianus) with patches of Salt Grass (Distichlis spicata). The undeveloped
portions of the western half of the property are sparsely vegetated with mowed weeds and
grasses.
The area located between the canal and the northern property boundary contains a thick
Black Needlerush (Juncus roemerianus) Coast Wetland that continues north to the man-made
canal located on the adjacent northern property.
The eastern shore of the subject property and most of the shoreline along the existing canal
and "finger gut" has not been hardened. However, the shoreline surrounding the Burrus
House Inn has been bullkheaded. This area includes the southwestern shoreline of the
"finger gut", a 120-foot section of the southern shoreline of the canal, and the area
surrounding the existing basin.
The shoreline of the Shallowbag Bay condominiums located to the south of the subject
property has been bulkheaded. A small section of the northeast corner of the Shallowbag
Bay property immediately adjacent to the Burrus House Inn property has had riprap installed.
Portions of the shoreline of the undeveloped lot located to the north of the subject property
have also been hardened. The northern shore of the man-made canal located on this property
has been bulkheaded, but the southern shore of the canal has not been hardened.

Field Investigation Report
Burrus Inn - Manteo, Dare County
Page 4
The Shallowbag Bay property located immediately south of the subject property has installed
two 200-foot long piers with multiple boat slips. The Marshes Light subdivision, located
approximately 1,800 feet south of the subject property, has an existing 300-foot long pier
that is also equipped with multiple slips.
Project DescriQtion
The applicant proposes to conduct hydraulic maintenance dredging of the existing basin,
man-made canal, and approximately 5,400 SF of Shallowbag Bay. Dredging to the final
proposed depth of 3.0 feet will create approximately 885 cubic yards of dredge material that
will be placed in a 15,130 SF spoil disposal area that will be located on the far western
portion of the subject property. The spoil disposal area will be constructed 45-50 feet west
of the existing bulkheaded basin and will extend 160 feet west across the undeveloped
portion of the parcel. [NOTE: Dredging of the shoaled area at the mouth of the canal was
previously authorized on January 12, 1989 by General Permit 5061A and again on March
O1, 2001 by General Permit #27127A (see attachments). However, conversations with the
applicant revealed that the dredging authorized in 2001 was not conducted.]
The spoils retention site will be constructed by scraping approximately 2-3 feet of material
from the area to create berms that will be approximately 20 feet wide and 4 feet tall. The
proposed spoil retention area will have a capacity of approximately 1,100 cubic yards.
During dredging operations the dredge spoils inflow pipe will exit the northwest corner of
the basin and cross approximately 90 feet of the lot to discharge the spoils into the eastern
edge of the proposed dredge spoil disposal area. Approximately 85 feet of outflow pipe will
be required for the dredge effluent to exit the eastern edge of the retention area and discharge
back into the southwest corner of the basin.
The applicant then proposes to construct a walkway 6 feet wide and 415 feet long over the
Coastal Wetlands that are located between the man-made canal and the northern property
boundary. This walkway will lead to a proposed pier structure that will be 6 feet wide and
extend 480 feet into Shallowbag Bay.
The pier structure will include a covered gazebo, seven boat slips, a platform, and a wave
attenuator /breakwater. A 20-foot by 20-foot covered gazebo has been proposed
approximately 320 feet offshore on the southern side of the pier. The 7 boat slips, located
near the end of the pier, will each be 20 feet wide and 40 feet long and share 3 finger piers
and 21 mooring pilings. The eastern end of the pier will be equipped with an "L" shaped
platform 6 feet wide and 40 wide long.
The applicant proposes to install a 520-foot long wave attenuator /breakwater under the
entire length of the proposed pier and platform. This structure will extend from the bottom
of Shallowbag Bay to the underside of the proposed pier and will range in height from 4 feet
near the mouth of the man-made canal to 8 feet at the end of the proposed pier. The
applicant proposes to construct the wave attenuator /breakwater so that there is one inch of
open area for every linear foot of the structure.

Field Investigation Report
~ Burrus Inn - Manteo, Dare County
Page 5
9. ANTICIPATED IMPACTS
It is anticipated that the proposed project will cause the following impacts:
• The proposed dredging will result in the disturbance of 17,640 SF (.40 acres) of Estuarine
Waters/Public Trust Areas and the removal of approximately 885 CY of material from the
bottom of the basin, man-made canal, and Shallowbag Bay.
• The construction of the proposed dredge spoil disposal area will result in the disturbance of
2,125 SF (.OS acres) of Estuarine Shoreline AEC and 13,005 SF (.30 acres) of upland area.
• The dredging will result in the temporary increase in turbidity of the open waters of the
Shallowbag Bay.
• The proposed walkway /pier will result in the shading of 2,490 SF (.06 acres) of Coastal
Wetlands/ Estuarine Shoreline AECs and 3,593 SF (.08 acres) of Estuarine Waters/Public
Trust Area AECs. These same areas will be temporarily disturbed during the construction
of these structures.
• The seven additional proposed boat slips will usurp 5,600 SF (.13 acres) of Estuarine
Waters/Public Trust Area AECs.
• The proposed 480-foot long pier may create navigational hazards to recreational boaters
utilizing Shallowbag Bay.
• The proposed 520-foot long wave attenuator may disrupt the near-shore currents in the
Shallowbag Bay and create a barrier to fish activities in the bay, which is a Permanent
Secondary Nursery Area.
• The proposed development will not create any new impervious areas.
• A review of available maps indicates that no archaeological resources are located on the
subject property.
Submitted By: John Cece Jr.
Date: May 24, 2007

PROJECT NARRATIVE
CAMA MAJOR PERMIT -Burrus House Inn -Manteo, Dare County ` ~~
March 27, 2007, (revised 4/16/07) '
LOCATION OF PRO.tECT:
The project site is located at 509 South Hwy 64/264 in the Town of Manteo, Dare
County, adjacent to the Shallowbag Bay (35°53'58"N 75°40'5"W) and Roanoke Sound.
PURPOSE and PROPOSED CONSTRUCTION:
Jack Burrus is proposing to improve his property known as The Burrus House Inn. The
proposed project includes improvements and maintenance dredge within an existing
boating facility to access Shallowbag Bay and the Roanoke Sound for traditional
recreational boating. The project site consists of two lots (0.35 & 2.65 acres) located off
US 64/264 adjacent to the Shallowbag Bay in Manteo. Currently the manmade
improvements on this property are The Burrus House Inn with associated detached
office, shed, gravel driveway and parking. In addition there is an existing manmade boat
basin with bulkhead, three boat slips and manmade canal that connects to Shallowbag
Bay. The proposed activity includes maintenance dredge the existing manmade basin
and canal to a depth of three feet (-3') out 150' into the Shallowbag Bay. A 415'
walkway over coastal wetlands and a 520' pier with abreakwater/wave attenuator
constructed beneath. The breakwater/wave attenuator will be constructed directly
beneath the proposed 520' pier to minimize sedimentation from filling the manmade
canal and channel from wave action from boating activity and storm events. The
breakwater/wave attenuator will be constructed of wood with an equal gap between each
sheathing board totaling at least one inch of open area for every linear foot of
breakwater. The breakwater/wave attenuator will be constructed from the bottom of the
Shallowbag Bay to the underside of the proposed pier which will be 3 feet above the
NWL. Seven (7) boat slips each 20' wide by 40' long are proposed at the end of the
proposed pier with 3 finger piers 12' long and a maximum width of 3'. A 20' x 20' gazebo
is also proposed to be constructed on the pier west of boat slip #4. The proposed
improvements and maintenance dredge will allow continued access to the Shallowbag
Bay and Roanoke Sound for recreational boating. The property owner has an expired
CAMA General Permit to dredge to a depth of three (-3.0') feet, which was issued in
2001, since that time adjacent dredging has taken place along with several storm
events, which have directed sedimentation into and adjacent to this manmade canal.
The three foot contour was once 40 feet out from the mouth of this manmade canal, the
2001 General permit proves this with maintenance dredging to a depth of three (-3.0')
feet, however the adjacent dredging on both sides of this manmade canal along with
storm events have pushed the sedimentation in this manmade canal direction filling it in
to almost non navigable depths. The property owner would like to continue utilizing the
manmade canal and basin for a boating facility accessing Shallowbag Bay and the
Roanoke Sound, therefore, maintenance dredging out to the three foot (-3.0') contour.
FIELD MEASUREMENTS:
Water depths within the manmade boat basin and Shallowbag Bay were taken by AEC
staff on March 19, 2007. On this date, the water depth at the end of the proposed north
Project narrative - (Burrus - pg. 2)

Project narrative - (Burrus - pg. 2)
dock was observed to be -5.6 feet; the manmade basin and canal had average depth of
-2.0' up to the shoaling area at the entrance to the manmade canal. The shoaled area
at the entrance has an average water depth of -0.75'. During the time of sampling, AEC
staff did not identify SAV's within or adjacent to the project area.
PROPOSED OPEN WATER IMPACTS:
Open water impacts include maintenance dredge within the manmade boat basin and
canal to a connecting water depth of -3.0'. Temporary impacts include the construction
of the walkway, wave attenuator, boat dock, finger piers (3), gazebo, and mooring pilings
(21).
PROPOSED OPEN WATER EXCAVATION:
The proposed depth of three feet (-3.0') in the manmade boat basin and canal will allow
a safe depth for continued ingress and egress. The average existing depth within the
Proposed dredge areas vary from minimum of -0.5' to a maximum of -2.5'. A total of 885
cubic yards will be excavated for the entire project to achieve a maximum depth of -3.0
feet. Boat basin excavation will take place using a barge with hydraulic pump, which will
pump the excavated spoil material to the proposed containment area located on
highground within the subject property. The spoil containment area will be located on
the west side of the property. The berm will be constructed using a bulldozer and
backhoe to push up existing grade within the dredge spoil disposal area, to complete a
berm with a 2:1 slope with silt fence along the outside perimeter of the berm. Future
boat basin maintenance will resort to trucking material off site, since there will be no
future disposal area on site. Capacity of the proposed containment area is 1,100 c.
yards. Total dredge spoil proposed is 885 c.yds.
CONSTRUCTION: Construction of the boating facility (elevated walkways, docks,
finger piers, mooring pilings and breakwater) will take place using hydraulic pumps
and hand tools. The spoil containment area will be constructed using the heavy
equipment such as; backhoe, long reach excavator, and bulldozer.
DETAILS FOR OPEN WATER DISTURBANCE AND IMPACTS:
Proposed structures within the Public Trust Waters:
Elevated boat dock/pier (6' x 520') ................................................... 3,120 s.f.
Finger Piers (three) .............................................................................72 s.f.
21 mooring pilings (21'x 1') .............................................................. 21 s.f.
Gazebo (20' x 20') ........................................................................ 400 s.f.
Total s.f. of structures proposed within Public Trust Waters ................ 3,613 s.f.
Proposed excavation within Public Trust Waters
Maintenance excavation in basin ..................................2,870 s.f. (130 cu.yds.)
Maintenance excavation in canal ................................9,368 s.f. (400 cu.yds)
Maintenance excavation in Shallowbag Bay ........ .....5,402 s.f. (355 cu.vds)
Total excavation/disturbance proposed in public trust waters ...17,640 s.f. (885 cu.yds)

Shading within Public Trust Waters:
Dock, platform, and finger piers ..................................................... 3,613 s.f.

Project narrative - (Burrus - pg. 3)
WETLAND IMPACTS:
No Impacts proposed within coastal or Section 404 wetlands, excluding shading
proposed for elevated walkway.
Shading Impacts include elevated walkways (elevated min. 3 feet) 415' x 6' = 2,490 s.f.
Temporary Impacts include construction of elevated docks and walkways
PROPOSED LAND DISTURBANCE:
Proposed construction/disturbance on highground:
Temporary land disturbance for spoil containment area ................... 15,130 s.f
CONSTRUCTION: Construction of the spoil containment area will take place using a
dump truck, bull dozier, frontend loader with a box blade. Silt fence will be placed along
the perimeter of the proposed berm for erosion control. The spoil containment berm will
be constructed with a 2:1 slope, top of berm at four (4') foot elevation and bottom of
berm at one (1') foot elevation. The capacity of the spoil containment area will be 1,100
cubic yards (proposed dredge spoil 885 cubic yards).
EXISTING AND PROPOSED IMPERVIOUS SURFACES:
Existing impervious surfaces include:
Inn and associated roofed buildings ............................................... 7,111s.f.
Gravel driveway and parking ...................................................... 13.412s.f.
Total Existing Impervious surfaces ........................................ 20,523s.f.
No Proposed Impervious surfaces for this project
Total Area of Property within 75' AEC = 95,780s.f.
Total Existing Impervious Area within 75' AEC =10.3%
The proposed additional dockage will allow the tenants of Burrus House Inn
boating access to the Shallowbag Bay and Roanoke Sound without exceeding 1 C
boat slips which would then become a Marina. The proposed maintenance
dredge will allow the property owner and tenants to continue boating access to
the Shallowbag Bay and Roanoke Sound accessing the three foot (-3.0') contour.

0 ~ - 0 9 90 .. .
per stir
APPLICATION for ~ r. J
Mayor De~elopm~M Permit `°~"
~,a$,t re~~,~,fo6,
~~_ : ;. .
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Burrus House Inn Project Name (if applicable)
Burrus
Applicant 1: First Name
Jack MI
R Last Name
Burrus
Applicant 2: First Name MI Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address PO Box
913 City
Manteo State
NC
ZIP
27954 Country
USA Phone No.
252 - 423 - 0754 ext. FAX No.
252 - 475 - 1731
Street Address (~f different from above) City State ZIP
Email
BURRUSHOUSEINN.COM
2. Agent/Contractor Information
Business Name
Atlantic Environmental Consultants, Llc
Agent/ Contractor 1: First Name MI Last Name
Doug A Dorman
Agent! Contractor 2: First Name MI Last Name
Mailing Address PO Box City State
P.O. Box 3266 Kitty Hawk NC
ZIP Phone No. 1 Phone No. 2
27949 252 - 261 - 7707 ext. 252 - 599 - 2603 ext.
FAX No. Contractor #
252 261 2965
Street Address (if different from above) City State ZIP
Email
[e-mail]
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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. #
Dare 509 Hwy 64/264 N/A
Subdivision Name City State Zip
NA Manteo NC 27954 -
Phone No. Lot No.(s) (d many, attach additional page with list)
252 - 423 - 0754 ext. Lot 1, Lot 2, ,
a. In which NC river basin is the project located? ~' b. Name of body of water nearest to proposed project
~~~ ~ ~, (;-~"f)-~~ ~' `"" Shallow Bag Bay
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 Roanoke Sound
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.
Manteo
4. Sife Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
1,857 linear feet 130,680 s.f.
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
0.35 acres, 2.65 acres, NWL (normal water level)
(If many lot sizes, please attach additional page with a list) 6' ^NHW or ®NWL
e. Vegetation on tract
Quercus virginiana, Juniperus virginiana, Persia borbonia, Myrica cerifera, Juncus romerianus, Spartina sp.,
f. Man-made features and uses now on tract
Three story wood frame structure on pillings (The Burrus House Inn), one story office on pilings with decks around the
perimeter, and shed on pilings. 430 linear feet of bulkhead, three boat slips and a 6' x 16' dock in manmade basin. The
Burrus House Inn is currently an open business, however the manmade basin and canal have filled limiting access to the
Sound.
g. Identify and describe the existing land uses adiacent to the proposed project site.
Shallowbag Bay club condominiums to the south of subject tract, also known as Shallowbag Bay Marina with fueling docks
and pumpout facilities. Vacant lot to the north of subject tract.
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
Business (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>

Form DCM MP-1 (Page 3 of 4) , , APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ®Yes ^No
(ii) Are there coastal wetlands on the site? ®Yes ^No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ^Yes ®No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
Town of Manteo central sewer connection
o. Describe existing drinking water supply source.
Public water supply -town of Manteo
p. Describe existing storm water management or treatment systems.
No existing or proposed stormwater treatment.
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ^Commercial ^PubliclGovernment
®Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
Boat slips and gazebo to be used by guests of the Burrus House Inn.
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.
Manmade canal, basin and channel to be maintenance dredged using a long reach excavator and hydraulic dredge. The
basin will be excavated using the long reach excavator and the remaining dredging will be done hydraulically. Spoil material
will be placed in spoil containment area on the subject tract on the west side of the two lots. Walkway, gazebo, and boat
slips will be constructed using a barge and hydraulic pump to jet pilings and hand tools will be used to construct walkways.
Equipment to be stored onsite during construction.
d. List all development activities you propose.
Maintanance dredge of manmade canal and basin out to a connecting water depth of -3.0 feet. Construct a walkway, pier,
gazebo, and 7 boat slips on the north side of the property. In addition a wave attenuator will be constructed under the pier to
reduce wave action around the proposed boat slips and minimize shoaling in the channel.
e. Are the proposed activities maintenance of an existing project, new work, or both? Both
f. What is the approximate total disturbed land area resulting from the propos p ect? 6' ®Sq.Ft or ^Acres
'~-~ 1 ~ I"3C)
g. Will the proposed project encroach on any public easement, public access y 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.
None existing or proposed.
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>

Form DCM MP-1 (Page 4 of 4)
APPLICATION for
-- Major Development Permit
6. Additional lnformafion ~ `
In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) - (!) 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.
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 Hannon Fry agent for Don Klimkiewicz Phone No. 757-424-1111
Address 321 Agona Street, Manteo, NC 27954
Name Ronda C. Strachen agent for Shallowbag Bay CLub Phone No. 252-480-2700
Address Cape Management, Inc., 1410 Virginia Dare Tr., Kill Devil Hills, NC 27948
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.
GP-A4485 issued 8!13/88 to Jack Burrus GP-A26881 isued 1!31!01 to Jack Burrus
GP-A27127 issed 3/21/01 to Jack Burrus GP-A30205 issue 6/17!02 to Jack Burrus
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.
7. Certification and Permission to Enfer 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 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 _3/27/07
Print Name -Doug Dorman, Consultant
Signature `~~~ ~~
v
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

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 Canal Boat Basin Boat Ramp Rock Groin Rock (excluding
(NLW or Breakwater shoreline
NWL stabilization
Length 150' 500' 75' N/A N/A N/A N/A
(varies)
Width 25' 38' N/A N/A N/A N/A
max 50'
Avg. Existing 1
3' feet 2' 2' N/A NA NA N/A
Depth .
Final Project _3.0 feet f
°~~ ~' , '
--~'~
N/A
NA
NA
N/A
Depth
7. EXCAVATION ~'"
a. Amount of material to be excavated from below NHW or NWL in
cubic yards.
885 cubic yards
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:
N/A
^This section not applicable
b. Type of material to be excavated.
Sand
d. High-ground excavation in cubic yards.
No high-ground excavation
2. DISPOSAL OF EXCAVATED MATERIAL
a. Location of disposal area.
On-site, at west end of tract
c. (i) Do you claim title to disposal area?
®Yes ^No ^NA
(ii) If no, attach a letter granting permission from the owner.
e. (i) Does the disposal area include any 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 disposal in these areas:
NIA
^This section not applicable
b. Dimensions of disposal area.
Approximately 160' x 85' avg.(irregular shape)
d. (i) Will a disposal area be available for future maintenance?
^Yes ®No ^NA
(ii) If yes, where?
f. (i) Does the disposal include any area in the water?
^Yes ®No ^NA
(ii) If yes, how much water area is affected?
NlA

3. SHORELINE STABILIZATION ®This section not applicable
(If development is a wood groin, use MP-4 -Structures)
a. Type of shoreline stabilization:
^Bulkhead ^Riprap ^Breakwater/Sill ^Other:
c. Average distance waterward of NHW or NWL:
e. Type of stabilization material
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill Riprap
Brea kwate r/Sill Other
i. Source of fill material.
b. Length:
Width:
d. Maximum distance waterward of NHW or NWL:
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.
h. Type of fill material.
4. OTHER FILL ACT1VITlES ®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), shell bottom (SB), or
other wetlands (V11L)? 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:
5. 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)?
Silt fence to placed around the perimeter of the spoil containment Hydraulic dredge, backhoe, and long reach excavator.
area.
c. (i) Will navigational aids be required as a result of the project?
^Yes ®No ^NA
(ii) If yes, explain what type and how they will be implemented.
d. (i) Will wetlands be crossed in transporting equipment to project
site? ^Yes ®No ^NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
The pier will be constructed from a barge out in the Shallowbag
Bay and the walkway will be constucted from the uplands out to
the NWL. Therefore no equipment will be used to cross
wetlands.
3-27-07 Project Name
Date
Burrus House Inn
Jack Burrus, Consultant- Doug Dorman
Applicant Name

~~~`~~~
pA plicant~ignature

Form DCM MP-4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
7. DOCKING FACILITY/MARINA CHARACTERISTICS
a. (i) Is the docking facility/marina:
^Commercial ^Public/Government ®Private/Community
^This section not applicable
b. (i) Will the facility be open to the general public?
®Yes ^No
c. (i) Dock(s) and/or pier(s)
(ii) Number 1
(iii) Length 520'
(iv) Width 6'
(v) Floating ^Yes ®No
e. (i) Are Platforms included? ^Yes ®No
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating ^Yes ^No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
7
(ii) Number of slips existing
3
i. Check the proposed type of siting:
^ Land cut and access channel
®Open water; dredging for basin and/or channel
^Open water; no dredging required
^Other; please describe:
k• Typical boat length: 18'-50'
m. (i) Will the facility have tie pilings?
®Yes ^No
(ii) If yes number of tie pilings?
21
d. (i) Are Finger Piers included? ®Yes ^No
If yes:
(ii) Number 3
(iii) Length 12'
(iv) Width 3' max
(v) Floating ^Yes ®No
f. (i) Are Boatlifts included? ^Yes ®No
If yes:
(ii) Number
(iii) Length
(iv) Width
h. Check all the types of services to be provided.
^ Full service, including travel lift and/or rail, repair or
maintenance service
^ Dockage, fuel, and marine supplies
® Dockage ("wet slips") only, number of slips: 10
^ Dry storage; number of boats:
^ Boat ramp(s); number of boat ramps:
^ Other, please describe:
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
Mixed type
I. (i) Will the facility be open to the general public?
®Yes ^No

i ~.>, r.. ~.~.:
2. DOCKING FACILITY/MARINA OPERATIONS ^This section not applicable
a. Check each of the following sanitary facilities that will be included in the proposed project. - .. -.
^ Office Toilets
® Toilets for patrons; Number: 1; Location: In Burrrus House Inn
^ Showers
^ Boatholding tank pumpout; Give type and location:
b. Describe treatment type and disposal location for all sanitary wastewater.
No disposal for boats on site. Patrons will have to use offsite disposal facility indicated on sign posted on property.
c. Describe the disposal of solid waste, fish offal and trash.
Trash and fish offal will be disposed of in dumpster located on site. Solid waste will not be disposed of on site, signage will
state waste disposal off site and its nearest approved location.
d. How will overboard discharge of sewage from boats be controlled?
No overboard discharge of sewage allowed. A "No Sewage Discharge" sign will be posted on the pier. Boats will be directed
to use off site pumpout facilities located at the public docks in the town of Manteo
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
A "No Sewage Dischardge" sign will be posted on the entrance to the pier and boat slip areas.
(ii) Give the location and number of "Pumpout Available" signs proposed.
No pumpout facilities available onsite, boats will be directed to public docks in the town of Manteo.
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
None of the above will be allowed on site, maintenance of vessels which require painting, sandblasting and petroleum products
will be required to do so off site (signage on site will state vessel maintence to be conducted off site).
g. Where will residue from vessel maintenance be disposed of?
vessel maintenance will not be allowed on site, boats are to be dry docked for maintenance.
h• Give the number of channel markers and "No Wake" signs proposed. No channel markkers proposed.
i. Give the location of fuel-handling facilities, and describe the safety measures planned to protect area water quality.
No fuel-handeling facilities located on site.
j. What will be the marina policy on overnight and live-aboard dockage?
No live-aboard dockage allowed on site.
k. Describe design measures that promote boat basin flushing?
Existing manmade basin will be dredged to a shallower depth than the connecting water depths in Shallowbag Bay which will
promote improved basin flushing, existing conditions does not promote adequate flushing at this time.

I. If this project is an expansion of an existing marina, what types of services are currently provided?
N/A
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
n. Is the manna/docking facility proposed within or adjacent to any shellfish harvesting area?
^Yes ®No
o. Is the marina/docking facility proposed within or adjacent to 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
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? ^Yes ®No
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
3. BOATHOUSE (including covered lifts) ®This section not applicable
a. (i) Is the boathouse structure(s):
^Commercial ^PubliGGovernment ^Private/Community
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dripline dimensions.
4. GROIN (e. g., wood, sheetpile, etc. If a rock groin, use MP-2, Excavation and Fill.) ®This section not applicable
a. (i) Number
(ii) Length
(iii) Width
5. BREAKWATER (e.g., wood, sheetpile, etc.) ®This section not applicable
a• Length b. Average distance from NHW, NWL, or wetlands
c. Maximum distance beyond NHW, NWL or wetlands
6. MOORING PILINGS and BUOYS ®This section not applicable
a. Is the structure(s):
^Commercial ^PublidGovernment ^Private/Community
c• Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present.
b• Number
d. Description of buoy (color, inscription, size, anchor, etc.)

e. Arc of the swing
7. GENERAL
a. Proximity of structure(s) to adjacent riparian property lines
15' to the north, 134' to the south
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
1,750
e. (i) Will navigational aids be required as a result of the project?
^Yes ®No ^NA
(ii) If yes, explain what type and how they will be implemented.
b. Proximity of structure(s) to adjacent docking facilities.
134'
d. Water depth at waterward end of structure at NLW or NWL
5_6'
8. OTHER ^This section not applicable
a. Give complete description:
Breakwatedwave attenuator -the breakwatedwave attenuator will be constructed directly beneath the proposed 520' pier to
minimize sedimentation from filling the manmade canal and channel from wave action from boating activity and storm events.
The breakwater/wave attenuator will be constructed of wood with an equal gap between each sheathing board totaling at least
one inch of open area for every linear foot of breakwater. The breakwater/wave attenuator will be constructed from the
bottom of the Shallowbag Bay to the underside of the proposed pier which will be 3 feet above the NWL. In addition a 20' x
20' gazebo will be constructed on the pier west of slip #4.
3/27/07
Date
Burrus House Inn
Project Name
Jack Burrus agent Doug Dorman
Ap t Name
Applicant 'nature

MAJOR PERMIT FEE MATRIX
Applicant: ~C~~~~~> ~%I~S~ lIt/~~
Selection Development Type Fee DCM % DWQ
(143001601 4351000931625 6253) (24300 1602 435100095 2341)
I. Private, non-commercial
~ development that does not $250 100% ($250) 0% ($0)
involve the filling or
excavation of any wetlands
or o en water areas:
II. Public or commercial
development that does not $400 100% ($400) 0% ($0)
involve the filling or
excavation of any wetlands
or o en 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,
B, C, or D below a lies:
III(A). For Private non-
commercial development, if $250 100% ($250) 0% ($0)
General Water Quality
Certification No. 3301 (see
attached can be a lied:
III(B). For public or
commercial development, if $400 100% ($400) 0% ($0)
General Water Quality
Certification No. 3301 (see
attached can be a lied:
III(C). If General Water
~ Quality Certification No. $400 60% ($240) 40% ($160)
3301 (see attached) could
be applied, but DCM staff
determined that additional
review and written DWQ
concurrence is needed
because of concerns
related to water quality or
a uatic life:
III(D). If General Water
Quality Certification No. $400 60% ($240) 40% ($160)
3301 (see attached) cannot
be a lied:
IV. For development that
involves the filling and/or $475 60% ($285) 40% ($190)
excavation of more than
one acre of wetlands and/or
o en water areas: