20020817 Ver 2_CAMA Application_20220921

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1 APPLICANT'S NAME: Sumit Gupta
David & Cynthia Tonnesen
2. LOCATION OF PROJECT SITE: 104 & 108 Mill Point Road, Lot 30 in Section 2 and Lot
1 in Section 5 within Martin's Point Subdivision, Dare County, adjacent to a man-made
basin & the Currituck Sound.
Latitude: 36.126350°N Longitude:-75.750075°W
3. INVESTIGATION TYPE: CAMA/Dredge & Fill
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 7/20/2022
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received Complete — 8/26/2022
Office — Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan — Dare County
Land Classification from LUP - Residential
(B) AEC(s) Involved: Public Trust Area (PTA) & Estuarine Waters (EW)
(C) Water Dependent: Yes
(D) Intended Use: Private Residential
(E) Wastewater Treatment: Existing — Low Pressure Pipe (LLP) & Septic
Planned — N/A
(F) Type of Structures: Existing — Single family residence with pool (2), bulkhead,
rip rap revetment, jetty (2), man-made basin,
and a boat house (Lot 30).
Planned — Pier, lower platform, covered platform,
boat lift, & jet ski platforms (2). Repairs made to
existing jetties (2).
(G) Estimated Annual Rate of Erosion: N/A
Source — N/A
7.
Shaded
Dredged
Filled
A) Shallow Bottom PTA & EW AEC's
868 ft2
23,050 ft2
B) High ground Areas & Non -AEC
13,800 ft2
(C) Total Area Disturbed: ± 37,126 ft2 (± 0.85 acres) *Some disturbance areas overlap (see drawings)
(D) Primary Nursery Area: No
(E) Water Classification: SC
Open to Shellfish Taking: No
8. PROJECT SUMMARY: The applicants propose the construction of a pier, lower platform,
roofed platform, boat lift, and two floating jet ski platforms. They are also proposing the
repair of two existing wooden jetties and maintenance dredging within the existing basin,
entrance channel, & boat house resulting in ± 1,550 yds3 of spoil being removed.

Field Investigation Report
Page 3
Project Setting
The majority of the proposed development is located at 108 Mill Point Road (Gupta
property), Lot 1 within Section 5 of the Martin's Point subdivision. However, the adjacent property
of 104 Mill Point Road (Tonnesen property), Lot 30 within Section 2 contains the location of the
proposed dredge spoil site. Both properties are located within the Martin's Point Subdivision,
Dare County. The properties are located on the northwestern tip of a peninsula that stretches
between the Currituck Sound and Jean Guite Creek. Directly adjacent to the two properties is a
man-made basin that opens to the Currituck Sound and is ± 175 ft in width and ± 330 ft in length.
The property of Sumit Gupta is platted at ± 47,500 ft2 (±1.09 acres) and contains ± 390 ft
of shoreline. The adjacent property, owned by the co -applicants David & Cynthia Tonnesen, is
platted at± 74,000 ft2 (± 1.69 acres) and contains ± 615 ft of shoreline. Elevation averages ± 5 ft
above Normal Water Level (NWL) in the high ground areas. Man-made features within the
properties include multi -level, single family residences with attached garages, decks of varying
sizes, pools with concrete surrounds, and cemented/gravel driveways. The Tonnesen's house is
currently under construction (CAMA Minor #2022-04). The properties are primarily vegetated with
landscaped shrubs and domestic lawn grasses.
The applicant (Sumit Gupta) is in the process of purchasing the property at 108 Mill Point
Road from current owners John & Caroline Baughman. The Baughmans were issued CAMA GP
#66032A in 2014 for maintenance dredging within the basin & channel, CAMA Minor #2015-13 in
2015 for the construction of the current home, pool, driveway, and decks, and CAMA GP
#66032A in 2016 for the construction of a boat house and lift in an existing basin. The existing
man-made basin was originally a fully enclosed pond that was opened to the Currituck Sound for
boat access in the late 1980's. A major permit was issued to previous owner David Watson
(MP#29-90) for the jetties, bulkhead, and other shoreline stabilization measures in and around
the man-made pond and access channel. The Tonnesens purchased the property at 104 Mill
Point Road in 2019 and were recently issued CAMA Minor Permit #2022-04 in 2022 for the
construction of a single-family dwelling, pool, concrete driveway and attached garage. Other
permitting history for this parcel includes GPs #12721A in 2000 to Larry Putz, and #50573A in
2008 and #53273A reissued in 2009 to Martin Miller. Ali were for various lengths of bulkheading.
Neither property has been determined to hold any archeological significance.
The shorelines of both properties are hardened and contain man-made features including
wood & vinyl bulkheads, two wooden jetties (64 ft & 85 ft in length), and a rip rap revetment
(175'x25'). Other features include a 25'x15' boat house on 108 Mill Point Road. There is a
section on the northern side of the Tonnsen's property that has an area of designated 404
Wetlands containing Phragmites sp. and three -square rush (Scirpus sp.). The wetlands were
delineated by Atlantic Environmental Consultants, LLC on June 13, 2022, and are estimated to
be 1,675 ft2 in size. The wetlands are located outside of the project area, so no official
determination was made by the US Army Corp of Engineers (USACE). The shorelines of
adjacent properties are hardened with bulkhead and rip rap revetments. Adjacent properties are
also developed including single-family residences with associated structures and a docking
facility to the south.
The waters of the Currituck Sound are joint waters, classified as SC, and are closed to
shellfish taking. It is ± 3 miles across the Currituck Sound to the opposite shoreline (Powells
Point, NC). The bottom substrate is sandy and water depths within the man-made basin range
from ±0.5 ft to ±4.2 ft below NWL. The location is not classified as a Primary or Secondary

Field Investigation Report
Page 3
Nursery Area by the Division of Marine Fisheries. A submerged aquatic vegetation survey (SAV)
survey was conducted within the man-made basin and entrance channel by Atlantic
Environmental Consultants, LLC. The presence of SAV was documented in the entrance as
three sparsely vegetated areas and within the basin in dense patches at depths of 2 ft or greater.
The majority of the SAV species are Eelgrass and Eurasian Milfoil.
Development Proposal
The applicants are proposing to mechanically dredge a portion of the man-made basin,
entrance channel, and existing boat house for the purpose of maintaining boating egress,
ingress, and navigation within the basin. The proposed dredge area includes the basin entrance
channel between the two existing jetties and follows the basin's eastern shoreline, stopping at
the Tonnesen's property line to the south. The proposed dredge area is slightly irregular in shape
and is estimated to be 380'x60' with a connecting depth in the Currituck Sound of 4.5' below
NWL. The proposed dredge area also includes an existing boat house for an additional 25'x10' of
water bottom. There is a documented presence of SAV in the dredge area, and the area does
have a permitted history of prior dredging. The spoils will be placed in the southeast portion of
the Tonnesen's property in a 92'x150' (13,800 ft2 capacity) area temporarily set aside for that
purpose. The total amount of spoils to be excavated is estimated at ± 1,550 yd3. Once dried the
spoils will be used on the Tonnesen's property as fill material.
In addition to the dredging, applicant Sumit Gupta is proposing the construction of a
docking facility consisting of a 30'x6' pier, 16'x6' lower platform, 16'x16' roofed platform (dripline
dimensions), 12'x16' boat lift, and two 12'x6' jet ski platforms to be placed on the southern
portion of the property and within the man-made basin. There will be a total of four designated
slips including the three being proposed and the existing boat house. Following the proposed
dredging, water depths within the proposed location will range from ± 1.5 ft to ± 4.5 ft below
NWL. The proposed docking facility is similar to others in the area and does extend beyond the
1/4 width of the man-made basin. The docking facility will not encroach within either of the 15'
riparian access setbacks and is ± 1,050 ft away from the nearest adjacent docking facility to the
south.
Lastly, the property owners are proposing the repair of two existing wooden jetties at the
entrance to the basin and in the Currituck Sound. The existing jetties are 64'xl' and 85'x1' and
the repairs will include the replacement of damaged sheeting, broken walers, and pilings as
needed. The footprint of the existing jetties will not be expanded, and the current location will not
change.
Anticipated Impacts
• The dredging of the basin, entrance channel, and boat house will result in ± 23,050 ft2
of shallow water bottom disturbance.
• The dredging of the basin will result in the removal of ± 1,550 yd3 of sandy material
within the Public Trust Area and Estuarine Water AEC.
• The associated spoil disposal area will result in 13,800 ft2 of high ground disturbance
located at 104 Mill Point Road (Tonnesen's property).

Field Investigation Report
Page 3
• The proposed pier, platforms, and docking facility structures will shade 868 ft2 of
Estuarine Waters & Public Trust Area AEC.
• The proposed development including the docking facility, dredging, and jetty repair will
result in a total area disturbed of ± 37,126 ft2 or ± 0.85 acres (Some disturbance areas
overlap).
• The proposed dredging will result in temporary water turbidity.
Submitted by: Sarah Loeffler
Date: September 14, 2022

RECEIVED
PROJECT NARRATIVE
CAMA Major Permit Joint Application
G upta!Ton nesen
Parcels: 029307030 & 027757501
June 16, 2022, Revised 07/26/22
LOCATION OF PROJECT:
A U G 2 2022
The subject properties are located at 104 & 108 Mill Point Road in the Martins Point
subdivision, Dare County, North Carolina adjacent to a manmade basin and the
Currituck Sound.
EXISTING PROJECT DESCRIPTION:
The existing basin was originally a pond that was opened up to the Currituck Sound and
created for a boat access in 1980's. The vertical wood groins and rock breakwater were
constructed to protect the shoreline and entrance from erosion. The basin and entrance
were most recently dredged in 2014 under General Permit GPA64894 to dredge up to
1,000 cubic yards.
The property located at 108 Mill Point Road is a developed property currently owned by
John and Caroline Baughman and is under contract to purchase by Sumit Gupta. The
existing improvements on the property include a house, pool, boat house, rock
breakwater, vinyl bulkhead, and 2 vertical wood groins at the entrance of the manmade
basin.
The property located at 104 Mill Point Road is being developed with a single family
residence that was permitted through a CAMA Minor Development Permit 2022-04.
Existing improvements prior to the construction of the house include a wood bulkhead
along the Currituck Sound and basin.
PROJECT DETAILS:
The proposed work associated with this CAMA Major permit application includes the
maintenance dredging (1,550 cu.yds.) of the basin and entrance to a depth of -4.5 feet,
construction a 30' pier with a 16'x16' gazebo, a 6'x16' lower level kayak platform, one
large boat lift and two small floating jet ski lifts. In addition, the applicants would like to
repair the existing wood groins at the entrance to the basin. The wood groin repairs will
include replacing damaged sheathing, broken whalers and pilings as needed. The
Tenneson's are not proposing any structures at this time and are only involved for a
dredge spoil location. The dredge spoil location is shown on sheet 1 in the attached site
plans.
SUBMERGED AQUATIC VEGETATION (SAV) ANALYSIS:
Atlantic Environmental Consultants (AEC) evaluated the project area for the presence of
submerged aquatic vegetation (SAV) within the entire basin and entrance. The existing
manmade basin entrance where significant shoaling has occurred has three small
sparsely vegetated SAV areas consisting of Eelgrass and Eurasion Milfoil. The

remaining dredge area in the basin at a depth of 2 feet or greater has dense SAV growth
consisting of Eelgrass and Eurasion Milfoil.
The following are sampling procedures and results:
AUG 2 207a
• 29 one meter sample points were taken (see Table 1.).
• SAV sampling work took place on June 1, 2022 at 10 am.
• Water depths range from 0.5" to 4.2' (see site plan for more details).
Section 404 Wetlands:
The Section 404 wetland line has been delineated by Doug Dorman of Atlantic
Environmental Consultants, LLC and have not been verified by the US Army Corps of
Engineers. The wetland line is shown on the attached drawings and will not be impacted
or shaded as part the project, therefore we did not feel a Jurisdictional Determination
from the US Army Corps of Engineers was needed at this time.
Existing Site Areas:
Tonnesen Lot 30 80,930 sf
Gupta Lot 1 48,268sf
Existing Impervious Areas in 75' AEC:
Lot 30 75' AEC area 39,408 sf
Lot 30 Impervious Area 8,428 sf
Lot 30 Percent Impervious Area in 75' AEC: 8,428/39,408 = 21.4%
Lot 1 75' AEC area 27,664 sf
Lot 1 Impervious Area 7,125 sf
Lot 1 Percent Impervious Area in 75' AEC: 7,126/27,664 = 25.8%
Proposed Structures in Basin:
Pier (6'x30') 180 sf
Kayak platform (6'x16').. 96 sf
Gazebo (16'x16') 256 sf
Large boat lift (12'(16') ., 192 sf
Floating jet ski lifts(2- 6'x12') 144 sf
Total = 868 sf
• The project proponent hereby certifies that all information contained herein
is true, accurate, and complete to the best of my knowledge and belief.
• The project proponent hereby requests that the certifying authority review
and take action on this CWA 401 certification request within the applicable
reasonable period of time.

DCM MP-1
APPLIATION for
Malor oevelopment Permit
(last revised 12/27106)
RECEIVED
AUG 2 2U2Z
M-EC
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Project Name (if applicable)
Gupta-Tonnesen
Applicant 1: First Name
Sumit
MI
Last Name
Gupta
Applicant 2: First Name
David & Cynthia
MI
Last Name
Tonnesen
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
Tonnesen - 5121 N Va Dare Trail
Gupta - 1314 S Croatan Hwy #301
PO Box
City
Kitty Hawk
Kill Devil Hills
State
NC
ZIP
27949
27948
Country
Phone No.
703 - 732 — 0877 (Tonnesen)
252-207-8997 (Gupta) ext.
FAX No.
Street Address (if different from above)
104 & 108 Mill Point Road
City
Martins Point
State
NC
ZIP
27949-
Email
[e-mail], [e-mail]
2. Agent/Contractor Information
Business Marne
Atlantic Environmental Consultants, LIc
Agent/ Contractor 1: First Name
Doug
MI
A
Last Name
Dorman
Agent) Contractor 2: First Name
MI
Last Name
Mailing Address
PO Box
P.O. Box 3266
City
Kitty Hawk
State
NC
ZIP
27949
Phone No. 1
252 - 599 - 2603 ext.
Phone No. 2
- - ext.
FAX No.
Contractor #
Street Address (if different from above)
City
State
ZIP
Email
[e-mail]
252-808-2808 :: 1-888-4RCOAST www.nccoastalmanage.ment.net

Form DCM MP-1 (Page 3 of 5)
:I
APPLICATION for
Major Development Permit
AN 2 zoia
3. Project Location C
County (can be multiple)
Dare
Street Address
104 & 108 Mill Point Road
State Rd. #
Subdivision Name
Martins Point
City
Martins Point
State
NC
Zip
27949 -
Phone No.
— - - ext.
Lot No.(s) (if many, attach additionl page with list)
Lot 30, Lot 1,
a. In which NC river basin is the project located?
,cO -14K -
b. Name of body of water nearest to proposed project
Man made basin connectet to the Currituck Sound
c. Is the water body identified in (b) above,
natural or manmade?
d. Name the closest major water body to the proposed project site.
Currituck Sound
►,mot Natural ®Manmade U Unknown
e. Is proposed work within city limits or planning jurisdiction?
®Yes ❑ No
f. If applicable, list the planning jurisdiction or city limit the proposed
work falls within.
Dare County
4. Site Description
a. Total length of shoreline on the tract (ft.)
1,316 linear feet
b. Size of entire tract (sq.ft.)
129,198 sf
c. Size of individual lot(s)
80,930, 48,268,
(If many lot sizes, please attach addition& page with a list)
d. Approximate elevation of tract above NHW (normal high water) or
NWL (normal water level)
5' avg. EINHW or NWL
e. Vegetation on tract
Live Oak, Loblolly Pine, Wax Myrtle, Red Bay, Phragmites, Three Square Rush.
f. Man-made features and uses now on tract
- Vinyl and wood bulkheads.
- Tonnessen House under construction on lot 30
- House and pool on lot 1
- Boat house on lot 1
- Rock rip -rap 25' x 175'
- 2 wood groins 65' & 85'
g. Identify and describe the existing land uses adjacent to the proposed
project site.
The existing land use adjacent to the property are residential
h. How does local government zone the tract?
MP-1 - Single Family Residential Zoning District
i.
Is the proposed project consistent with the applicable zoning?
(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, by whom?
If yes, attach a copy. ❑Yes No IN NA
I. Is the proposed project located in a National Registered Historic District
National Register listed or eligible property?
or does it involve a ❑Yes No ■ NA
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Form DCM MP-1 (Page 4 of 5)
APPLICATION for
Major Development Permit
<Form continues on next page>
m. (i) Are there wetlands on the site? ►. Yes ■No
(ii) Are there coastal wetlands on the site? ■ Yes r 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.
Existing on site LLP wastewater system for new house on lot 30. Conventional septic system on lot 1.
rr
-- . .., CJ VE
o. Describe existing drinking water supply source.
Public water supply
AUG 2 2022
p. Describe existing storm water management or treatment systems.
None.
D r c
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? • Commercial ■ Public/Government
r Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
The existing man made basin and basin entrance to the Currituck sound will be dredged to a depth of 5 feet to access the
existing boat house and proposed pier within the basin. The two wooden groins will also be reparied as part of the permit
proposal. The exisiting basin entrance is currently unusable for boats because of the existing shoaling. Dredging the
entrance and basin will allow boating access for the two property owners into the Currituck Sound.
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.
Dredging will take place with an excavator and barge. Dredge spoil will be placed on the Tonnesen property (Lot 30) outside
the 30foot buffer line. Pilings will for the proposed piers will be installed hydraulically and conventional framing practices will
be used for building the structures. Equiopment will be stored on the Tonnesen property during construction.
d. List all development activities you propose.
1. Dredge basin and basin entrance to a depth of -4.5'.
2. Construct 6'x30' pier to a 16'x16' gazebo with one 12'x20' boat lift and two floating jet ski lifts.
3. Construct 6'xl 6' kayak platform on west side of proposed pier.
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 proposed project? 13,800 ®Sq.Ft or Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ❑Yes No DNA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
No proposed discharge to waters of the state. Existing discharges to include surface runoff from existing site conditions.
i. Will wastewater or stormwater be discharged into a wetland? ❑Yes No DNA
if yes, will this discharged water be of the same salinity as the receiving water? DYes ❑No IN NA
j. Is there any mitigation proposed? •Yes No • NA
If yes, attach a mitigation proposal.
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Form DCM MP-1 (Page 5 of 5)
APPLICATION for
Major Development Permit
Date 07/26/22
<Form continues on back>
6. Additional Information
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) — (t) 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 William Pratt Phone No.
Address 100 Mill Point Road, Kitty Hawk, NC 27949
Name Scott & Patrice Becker Phone No.
Address 10320 Locust Grove Drive, Chardon, OH 44024
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.
GPA64894, issued 12/17/14 to Julie Emory CAMA Minor Development Permit 2022-04, issued 01/31/22
to Dave & Cynthia Tonnesen.
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.
is 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 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.
further certify that the information provided in this application is truthful to the best of my knowledge. s , ,, - r
ry .. L.
Print Name _Doug Dorman, Consultant
Signature
Please indicate application attachments pertaining to your preposed project.
EDCM MP-2 Excavation and Fill Information
❑DCM MP-3 Upland Development
EDCM Mf -4 Structures Information
❑DCM MP-5 Bridges and Culverts
AUG 2, 202Z
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Form DCM MP-2
RECEIVED
EXCAVATION and FILL
(Except for bridges and culverts)
AUG 2 202Z
DCM-EC
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
Channel
(NLW or
NWL)
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
Breakwater
Other
(excluding
shoreline
stabilization)
Length
380'
Width
60'
Avg. Existing
Depth
3.12'
NA
NA
Final Project
Depth
4'5
NA
NA
1. EXCAVATION
❑ This section not applicable
a. Amount of material to be excavated from below NHW or NWL in
cubic yards.
1,550
b. Type of material to be excavated.
Sand
c. (i) Does the area to be excavated include coastal wetlands/marsh d, High -ground excavation in cubic yards.
(CW), submerged aquatic vegetation (SAV), shell bottom (SB), None
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ®SAV 14.100 ❑SB
OWL ❑None
(ii) Describe the purpose of the excavation in these areas:
To dredge an existing man made basin.
2. DISPOSAL OF EXCAVATED MATERIAL ❑ This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
Tonnesen property Lot 30. Irregular shape (13,800sf). Avg. 92'x150'
c. (i) Do you claim title to disposal area?
®Yes ❑No DNA
(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
OWL ®None
(ii) Describe the purpose of disposal in these areas:
d. (i) Will a disposal area be available for future maintenance?
®Yes ❑No DNA
(ii) If yes, where?
Same location
f. (i) Does the disposal include any area in the water?
['Yes ®No DNA
(ii) If yes, how much water area is affected?
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Form DM! MP-2 (Excavation and Fill, Page 2 of 3)
3. SHORELINE STABILIZATION
(If development is a wood groin, use MP-4 — Structures)
a. Type of shoreline stabilization: b. Length:
❑Bulkhead ❑Riprap ❑BreakwaterlSill ❑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 j Riprap
Breakwater/Sill Other
i. Source of fill material.
Z This section not ap licable
RECFIV
Width:
d. Maximum distance waterward of NHW or NWL:
AUG 2 ZUZ2
DC
4
f. (i) Has there been shoreline erosion during preceding 12
months?
DYes ❑No DNA
(ii) If yes, state amount of erosion and source of erosion amount
information.
)
h. Type of fill material.
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
® This section not applicable
a. (i) Will fill material be brought to the site? DYes ❑No
If yes,
(ii) Amount of material to be placed in the water
(iii) Dimensions of fill area
(iv) Purpose of fill
DNA
b.
(i) Will fill material be placed in 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
DWL [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
controlled?
Silt fence to be installed around perimeter spoild disposal area.
c. (i) Will navigational aids be required as a result of the project?
DYes No DNA
(ii) If yes, explain what type and how they will be implemented.
07/26/22
Date
Tonnesen-Gupta
Project Name
b. What type of construction equipment will be used (e.g., dragline,
backhoe, or hydraulic dredge)?
Exavator on barge for dredging, excavator, backhoe. dump trucls.
d. (i) Will wetlands be crossed in transporting equipment to project
site? DYes ®No DNA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
Authorized agent - Doug Dorman
Applicant Name
Applicant.8ig atu"re
252-808-2808 : 1-888-4RCOAST :: www.nceoastalmanagement.net revised: 12/26/06

Form DCM MP-4
STRUCTURES
(Construction within Public Trust Areas)
RECEIVED
A U G 2 2027.
DCM-EC
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.
1. DOCKING FACILITY/MARINA CHARACTERISTICS ❑This section not applicable
a. (1) is the docking facility/marina: b. (i) Will the facility be open to the general public?
ElCommercial ❑Public/Government ®Private/Community ['Yes No
G. (i) Dock(s) andlor pier(s) d. (i) Are Finger Piers included? ['Yes No
(ii) Number 1 If yes:
(iii) Length 30' (ii) Number
(iv) Width 6' (iii) Length
(iv) Width
(v) Floating ❑Yes No (v) Floating ❑Yes ❑No
e. (i) Are Platforms included? ®Yes ❑No f. (i) Are Boatlifts included? ®Yes ENo
If yes: If yes:
(ii) Number 3 (ii) Number 1
(iii) Length Kayak platform 16', Gazebo 16', floating jet (iii) Length 16'
ski platform 12' (iv) Width 12'
(iv) Width Kayak platform 6', Gazebo 16', floating iet ski
platform 12'
(v) Floating ®Yes ZNo
Note: Roofed areas are calculated from dripline dimensions.
g
(i) Number of slips proposed
3
(ii) Number of slips existing
1
i. Check the proposed type of siting:
❑ Land cut and access channel
®Open water; dredging for basin andlor channel
❑Open water; no dredging required
['Other: please describe:
k. Typical boat length: 12-30'
h. Check all the types of services to be provided.
❑ Full service, including travel lift andlor rail, repair or
maintenance service
❑ Dockage, fuel, and marine supplies
❑ Dockage ("wet slips") only, number of slips:
❑ 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 use.
I. (i) Will the facility be open to the general public?
252.808-2808 :: 1-888-412COAST :: www.nccoastaimanagement.net
revised: 12/27/06

Form DCM MP-4 (Structures, Page 2 of 4)
RECEIVED
m. (i) Will the facility have tie pilings?
❑Yes No
(ii) If yes number of tie pilings?
['Yes No AUG 2 2022
DCM-EC
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.
Cl Office Toilets
❑ Toilets for patrons; Number: ; Location:
❑ Showers
❑ Boatholding tank pumpout; Give type and location:
b. Describe treatment type and disposal location for all sanitary wastewater.
c. Describe the disposal of solid waste, fish offal and trash.
d. How will overboard discharge of sewage from boats be controlled?
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
(ii) Give the location and number of Pumpout Available" signs proposed.
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
g. Where will residue from vessel maintenance be disposed of?
h. Give the number of channel markers and "No Wake" signs proposed.
i. Give the location of fuel -handling facilities, and describe the safety measures planned to protect area water quality.
j. What will be the marina policy on overnight and live -aboard dockage?
k. Describe design measures that promote boat basin flushing?
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalrnanagement.net revised: 12127/06

Form DCM MP-4 (Structures, Page 3 of 4)
R EIV D
I. If this project is an expansion of an existing marina, what types of services are currently provided?
Alio 2 2fl22
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
❑Yes ❑No
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
['Yes ENo
DCM EC
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
OWL ❑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 ❑PubliclGovernment ❑PrivatelCommunity
(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 2 - repairs to existing structures
(ii) Length 64' & 85'
(ill) Width 1'
5. BREAKWATER (e.g., wood, sheetpile, etc.)
® This section not applicable
a. Length
c. Maximum distance beyond NHW, NWL or wetlands
b. Average distance from NI-1W, NWL, or wetlands
6. MOORING PILINGS and BUOYS
®This section not applicable
a. Is the structure(s):
❑Commercial ❑Public/Government ❑PrivatelCommunity
b. Number
252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanagement.net
revised: 12/27/06

Farm DCM MP-4 (Structures, Page 4 of 4)
c. Distance to be placed beyond shoreline d. Description of buoy (color, inscription, size, anchor, etc.)
Note: This should be measured from marsh edge, if present.
e. Arc of the swing None
7. GENERAL
a. Proximity of structure(s) to adjacent riparian property lines
36' south to Tonneson. 310' north to Becker
Note: For buoy or mooring piling, use am of swing including length
of vessel.
c. Width of water body
Existing basin 175'
e. (i) Will navigational aids be required as a result of the project?
❑Yes No DNA
(ii) If yes, explain what type and how they will be implemented.
b. Proximity of structure(s) to adjacent docking facilities.
1,050 ft to pier south of Tonnessen property. No existing
structure to the north.
d. Water depth at waterward end of structure at NLW or NWL
-3.5'
8. OTHER ❑This section not applicable
a. Give complete description:
06/16/22
Date
Tonnesen-Gupta
Project Name
Doug Dorman -agent
Applicant Name
Applicant Signature
RECEIVED
AEG 2 2D2.
DCM-EC
:: 1-888-4RCOAST :: www.nccoastalmanagement.net (c2vi`sa.d: 12/2nOti

DARE s'i- REAL ESTATE
COUNTY = LI,. TRANSFER TAX
LT 3 'i C
C "
DARE GQt1i �' 11�
CZ_ COLLECTOR
GRAY & LLOYD, L.L.P. • ATTORNEYS AT LAW • 3120 N. Croatan Hwy. • Suite 101 • Kill Devil Hills, NC 2794E • (252) 441..4338
Recorded: 09/1212019 04:41:27 PM
BY: TONI MIOGETT
Cheryl L. House, Register of Deeds
Dare County, NC
Fee Amt: $26,00
NC Excise Tax: $1.670.00
BOOK 2323 PAGE 78 (2)
700068743
SPACE ABOVE THIS LINE FOR RECORDING DATA
LAND TRA FER NUMBER:
1% LAND ANSFER FEE: $8,350,00
EXCISE TAX., $1,670.00
PARCEL NUMBER: 029307030
REAL ESTATE TAXES PAID: 2018
E.Crouse Gray. Jr„ Ak eased North Carolina Attorney
Delinquent Tuxes, if arkj} ere to lie paid by the closing
attorney to the County riA0 Collector upon disbursement
of closing proceeds.
GRAY & LLOYD, L.L.P.
3120 North Croatan Highwa}(ite. 101
Kill Devil Hills, North Caroline/7948
My File No. 9644-004
www.grayandlloyd.com
Prepared by:
NORTH CAROLINA
DARE COUNTY
0
THIS DEED made this the fact! da N"
wife, Susan C. Miller of 102 Plover Drive,
wife, Cynthia A. Tonnesen of 508 First Fligh
q
NI
Return to:
Michael C. Casey
Casey & Robbins, PC
P.O. Box 28
Nags Head, NC 27959
All or a portion of the property herein conveyed
does not include the primary residence of the Grantors
epternber, 2019, by and between Martin L. Miller and
k. NC 27949, Grantor, and David W. Tonnesen and
un, Kitty Hawk, NC 27949, Grantee:
The designation Grantor and Grantee as used herein shall include said parties, their heirs, and
successors and assigns, and shall include singular, plural, masculine, feminine or neuter as required
by context.
6
WITNESSE-
THAT the Grantor, for a valuable consideration paid a Grantee, the receipt of which is
hereby acknowledged, has and by these presents does grant`ft rgain, sell and convey, unto the
Grantee in fee simple, all that certain lot or parcel of land situat4.,in the Atlantic Township, Dare
County, North Carolina, and more particularly described as folio

GRAY & LLOYD, L.L.P. • ATTORNEYS AT LAW • 3120 N. Cruntan Hwy. • Suite 101 • Kill Devil Hills. NC 27948 • [phone]
Lot 30, Block 1, Section 2 as shown and delineated on that certain plat entitled
\'` "Recombination Plat of Martin's Point, Block 1. Section 2, Lots 30 and 31, Atlantic
Township, Dare County, North Carolina', dated March 15, 1995 prepared by Quible and
Associates, P.C., Registered Surveyors, which plat is recorded in Plat Cabinet D, Slide
(� Y 66, Dare County Registry.
c The property hereinabove described was acquired by Grantor by instrument recorded in Book
01, Page 049, Dare County Public Registry.
jTO HAVE AND '1'O HOLD the aforesaid lot or parcel of land and all privileges and
appu4 nances thereto belonging to the Grantee in fee simple.
Al the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee
simple, hsthe right to convey the same in fee simple; that title is marketable and free and clear of
all encum ipces, and that Grantor will warrant and defend the title against the lawful claims of all
persons whorti oever except for the exceptions hereinafter stated.
Title to fhe property hereinabove described is subject to the following exceptions:
1. Exception is taken to 2019 ad valorem taxes.
2. Exception taken to any easements and restrictions of record,
IN WITNESS
corporate, has caused thi
and its seal to be hercunt
written.
EREOF, the Grantors have hereunto set their hands and seals, or if
trument to be signed in its corporate name by its duly authorized officers
xed by authority of its Board of Direc . s, the day and year first above
y.
STATE OF iJor-'-k acts-c r
CITY/C ?NTY OF 12) ref
1, r1UAtid M . GtKs Rn, a
Miller and wife, Susan C, Miller personall
execution of the foregoing instrument.
(seal)
Ma
ler
Susan C. Miller
(SEAL)
(SEAL)
ary Public of the State aforesaid, certify that Martin L.
peared before me this day and acknowledged the
Witness my hand and official stamp or seal •the it day of
lV Public •
My mmission Expires: "ZPI
0
bir• , 2019.
ycN
Y.
Y.
0
C3�

9: 1951 P; 185 Doc Id: 6339790
02/0312014 04:56 PM Receipt #: 14-0951
Doc Code. DEED NCExcise Tax pd: $1600 (10
Vanzolla McMurr'an-Smith, Register of Deeds Dare CO tC
rr-
�:':'.4LY �.. _.-- t��/ raj`•' C
•
'• APPROVED
„DACOCOUNTY �.LEC RTAX
NO. ficrEt
*RTH CAROLINA GENERAL WARRANTY DEED
Excise Tax:
Parcel Identification'I 027757-50 I Verified by County on the _ day of __20_
Mail/Box to: Michael C. Casey, Case yA Robbins, PLLC, P. O. Box 2$ Nags !lead NC 27959
This instrument was preparei Christopher L. Seawell
Brief description For the Index: Block 1, Section V, Martin's Point S/D
Delinquent taxes, if any, to be paid, the closing attorney to the county tax collector upon
disbursement of closing proceeds.
THIS DEED made this Ard day of Februaf Ol4, by and between:
GRANTOR GRANTEE
6
0 JOHN F. BAUGHMAN and 'di fe,
rDAVID S. WATSON and wife,
,TAN M. WATSON
108 Mill point
Kitty Hawk, NC 27919
. CAROL I NE A. BAt)CHMAld
V88 iEiwrni 11 Lane
reenwi.r_h, CT 06830
The designation Grantor and Grantee as used herein shall ir,clu:ic .aiq'_ri
parties, ;heir heirs, successors, and assigns, and shall inclu-de
singular, plural, masculine, feminine or neuter6, r:equired by .;n;:te.wt,
Tr'rITNESSrTH, that the Crantor, Eor a valuable .ion paid by the
Grantee, the receipt of which is hereby acknowleca has and by these
presents does grant, bargain, sell and convey iatt.Vt5he Grantee in fee
simple, an that certain lot ac parcel of land s teci in At Lddlri.!:
Township, Dare Count:/, North Carolina and more parc► tit i [w described
as c) . ows : f
6339790 B: 1951 P: 185 Page 1 of 3 2/3/14 4:56 PM ()
li111 71 'W1'ti 'M 'rY11114,11I I11 Y)
O

Lot No. 1, Black I, as shown and delineated on that certain
plat entitled "Revised Plat, Martin's Point, Section Five,"
dated October 2, 1984, prepared by Quible & Associates,
Inc., Registered Surveyors, which plat is recorded in
Plat Cabinet B, Slides270 & 271, Dare County Registry.
property hereinabove described was acquired by Grantor by
ir7 rument recorded in Book 475, Page 451, Dare County Registry.
C
.�t11
r a porticn of the property heruiri conveyed X includes or
es not include the primary residence of a Grantor.
A map sh
B, Slides
ng the above described property
1 b 271, Dare County Registry.
is recorded in Plat Cabinet
TO HAVE ANDY HOLD the aforesaid lot or parcel of land and all
privileges and(ppurtenances thereto belonging to the Grantee in fee
simple.
And the Grantor covenants with the Grantee, that Grantor is seized of
the premises in fe-impie, has the Light [_CI convey the same in fee
simple, and that t le is marketable and free and clear of al=
encumbrances, and ~ Grantor wi i.l warrant and defend the title
against the ,lawful c _,ys of all persons whomsoever, other than the
following exceptions:
Easements and restrictis appearing of record, and
ordinant:es and other rand r01.11atj: ns appI c..ablla ti:nrc!tr .
IN WITNESS WHEREOF, t . - ( ar:toe has
as of the day and year first a ave written.
all zoning
duly executed the foregoing
6
6339790 B: 1951 P: 1a5 Page 2 of 3 2/3/14 4:56 PF}
'110I K P iI110 Li�r�i����� �1 II f �.
0

LJ STATE OF (4,(1,0-6cAirN0'—
COUNTY/CITY OF CtuTt-
Ne77, the widersigned Nr.P:Ty oi the County irtd State feresai,
(lortify that David 5. watson and wife, Jan M. Wa".6on persf:%dily
eared Lui.oru mu hi Jyand w7know1edqt:Id the r-xr,cution .:.)f the
jorr instrunen:.
WiLess ny hand and Nctafial s',in or se-! this Ee y of.
rriIrv, 2014.
()
(NOTARY ('AMP/SEAL)
My
F6pf
n expire.5:
9011(..)
PATRINA FAtACO CHAPPELL.E
No Public
Dare County, North Carolina
My Commission Expires ,Q IR
6
,er\
,ec\.
6339790 6: 1951 P: 185 Page 3 of 3 2/3/14 456
1111 RPTitiliDlilleriC1140V11111 $11.1 ti 1411' 'WIPE 1 I

DocuSign Envelope ID: 59BD00D6-3E0A-4D37-B3E7-73811384184D3
OFFER TO PURCHASE AND CONTRACT
[Consult "Guidelines" (Form 2G) for guidance in completing this form'
For valuable consideration, the receipt and legal sufficiency of which are hereby acknowledged, Buyer offers to purchase and Seller
upon acceptance agrees to sell and convey the Property on the terms and conditions of this Offer To Purchase and Contract and any
addendum or modification made in accordance with its terms (together the "Contract").
1. TERMS AND DEFINITIONS: The terms listed below shall have the respective meaning given them as set forth adjacent to
each term.
(a) "Seller":
(b) "Buyer":
John F Baughman, Caroline A Baughman
Sumit Gupta
(c) "Property": The Property shall include all that real estate described below together with all appurtenances thereto including
the improvements located thereon and the fixtures and personal property listed in Paragraphs 2 and 3 below.
NOTE: If the Property will include a manufactured (mobile) home(s), Buyer and Seller should consider including the
Manufactured (Mobile) Home provision in the Additional Provisions Addendum (Standard Form 2A11-T) with this offer.
Street Address:
City:
County:
108 Mill Point Rd
Dare
Kitty Hawk
, North Carolina
Zip: 27949
NOTE: Governmental authority over taxes, zoning, school districts, utilities and mail delivery may differ from address shown.
Legal Description: (Complete ALL applicable)
Plat Reference: Lot/Unit Lot 1 , Block/Section See 5 Rev , Subdivision/Condominium Martin's Point Section 5
Rev , as shown on Plat Book/Slide PI B at Page(s) 271
The PIN/PID or other identification number of the Property is: 985820904794
Other description: Parcel: 027757501
Some or all of the Property may be described in Deed Book 1951 at Page 0185
(d) "Purchase Price":
$ paid in U.S. Dollars upon the following terms:
$ BY DUE DILIGENCE FEE made payable and delivered to Seller by the Effective Date
by ['cash ❑X personal check ❑ official bank check ❑ wire transfer
❑ electronic transfer (specify payment service: - )
$ BY INITIAL EARNEST MONEY DEPOSIT made payable and delivered to Escrow Agent
named in Paragraph 1(0 by ❑ cash ❑X personal check ❑ official bank check E wire
transfer, ❑ electronic transfer, EITHER ❑ by the Effective Date OR ❑X within five (5)
days of the Effective Date of this Contract.
$ BY (ADDITIONAL) EARNEST MONEY DEPOSIT made payable and delivered to Escrow
Agent named in Paragraph 1(0 by cash, official bank check, wire transfer or electronic
transfer no later than 5 p.m. on - >
TIME BEING OF THE ESSENCE by ❑ cash ❑ official bank check C wire transfer
❑ electronic transfer
$ BY ASSUMPTION of the unpaid principal balance and all obligations of Seller on the
existing loan(s) secured by a deed of trust on the Property in accordance with the attached
Loan Assumption Addendum (Standard Form 2A6-T).
$ BY SELLER FINANCING in accordance with the attached Seller Financing Addendum
(Standard Form 2A5-T).
$ BY BUILDING DEPOSIT in accordance with the attached New Construction Addendum
(Standard Form 2A3-T).
$ BALANCE of the Purchase Price in cash at Settlement (some or all of which may be paid
with the proceeds of a new loan).
If the parties agree that Buyer will pay any fee or deposit described above by electronic transfer, Seller agrees to cooperate in effecting
such transfer, including the establishment of any necessary account and providing any necessary information to Buyer, provided,
however, Buyer shall be responsible for additional costs, if any, associated with such transfer.
Page 1 of 15
®This form jointly approved by: STANDARD FORM 2-T
North Carolina Bar Association DS Ds
Revised 7/2021
MAJOR. North Carolina Association of REALTORS , If�� 'gam © 7/2021
Buyers initials s6 Seller's initial �"`�Dr6
SAGA Really rad Conatrodion, 6445\ Troetan Highway, Boil B Katy Hawk NC 27949 Phone: [phone] Fax: 100 MIS Point Rd
Tammy Aycock Produced with Lone Woli Transactions (zipForm Edition} 717 N Harwood St, Suite 2200, Dallas, TX 75201 www.lwolf.corn

DocuSign Envelope ID: 59BDOOD6-3EOA-4D37-B3E7-7381B84184D3
THE NORTH CAROLINA ASSOCIATION OF REALTORS®, INC. AND THE NORTH CAROLINA BAR ASSOCIATION
MAKE NO REPRESENTATION AS TO THE LEGAL VALIDITY OR ADEQUACY OF ANY PROVISION OF THIS FORM IN
ANY SPECIFIC TRANSACTION. IF YOU DO NOT UNDERSTAND THIS FORM OR FEEL THAT IT DOES NOT PROVIDE
FOR YOUR LEGAL NEEDS, YOU SHOULD CONSULT A NORTH CAROLINA REAL ESTATE ATTORNEY BEFORE YOU
SIGN IT.
This offer shall become a binding contract on the Effective Date. Unless specifically provided otherwise, Buyer's failure to timely
deliver any fee, deposit or other payment provided for herein shall not prevent this offer from becoming a binding contract, provided
that any such failure shall give Seller certain rights to terminate the contract as described herein or as otherwise permitted by law.
Date: 3/30/2022
oanfa..,.eK
Date:
Buyet �t�� Sell
" lt'Gupta
Date:
Buyer
Entity Buyer:
3/30/2022
/ nocuSIgred by:
r JAW, V 13 twtA.U.
s—dochwelgcMitighman
Date:
Sellei
3/30/2022
„----DocuSigned by:
664, Q 15auaun
`( ;}f,igmNtakghman
Entity Seller:
(Name of LLC/Corporation/Partnership/Trust/etc.) (Name of LLC/Corporation/Partnership/Trust/etc.)
By: By:
Name:
Print Name
Title:
Date:
Name:
Title:
Date:
Print Name
WIRE FRAUD WARNING
TO BUYERS: BEFORE SENDING ANY WIRE, YOU SHOULD CALL THE CLOSING ATTORNEY'S OFFICE TO VERIFY THE
INSTRUCTIONS. IF YOU RECEIVE WIRING INSTRUCTIONS FOR A DIFFERENT BANK, BRANCH LOCATION,
ACCOUNT NAME OR ACCOUNT NUMBER, THEY SHOULD BE PRESUMED FRAUDULENT. DO NOT SEND ANY FUNDS
AND CONTACT THE CLOSING ATTORNEY'S OFFICE IMMEDIATELY.
TO SELLERS: IF YOUR PROCEEDS WILL BE WIRED, IT IS RECOMMENDED THAT YOU PROVIDE WIRING
INSTRUCTIONS AT CLOSING IN WRITING IN THE PRESENCE OF THE ATTORNEY. IF YOU ARE UNABLE TO ATTEND
CLOSING, YOU MAY BE REQUIRED TO SEND AN ORIGINAL NOTARIZED DIRECTIVE TO THE CLOSING ATTORNEY'S
OFFICE CONTAINING THE WIRING INSTRUCTIONS. THIS MAY BE SENT WITH THE DEED, LIEN WAIVER AND TAX
FORMS IF THOSE DOCUMENTS ARE BEING PREPARED FOR YOU BY THE CLOSING ATTORNEY. AT A MINIMUM,
YOU SHOULD CALL THE CLOSING ATTORNEY'S OFFICE TO PROVIDE THE WIRE INSTRUCTIONS. THE WIRE
INSTRUCTIONS SHOULD BE VERIFIED OVER THE TELEPHONE VIA A CALL TO YOU INITIATED BY THE CLOSING
ATTORNEY'S OFFICE TO ENSURE THAT THEY ARE NOT FROM A FRAUDULENT SOURCE.
WHETHER YOU ARE A BUYER OR A SELLER, YOU SHOULD CALL THE CLOSING ATTORNEY'S OFFICE AT A
NUMBER THAT IS INDEPENDENTLY OBTAINED. TO ENSURE THAT YOUR CONTACT IS LEGITIMATE, YOU SHOULD
NOT RELY ON A PHONE NUMBER IN AN EMAIL FROM THE CLOSING ATTORNEY'S OFFICE, YOUR REAL ESTATE
AGENT OR ANYONE ELSE.
Page 13 of 15
STANDARD FORM 2-T
Revised 7/2021
© 7/2021
Produced with Lone Wolf Transactions (zipForm Edition) 717 N Harwood 5t, Suite 2200, Dallas, TX 75201 ywww (wolf corn 108 Mill Point Rd

Grnail - Automatic reply: [External] Tonnesen/Baughman https://mail.google.corn/mail/u/0/?ik-6f76balc92&view=pt&search=a...
l'40i Grnail
Doug Dorman <[e-mail]>
Automatic reply: [External] Tonnesen/Baughman
1 message
401 PreFile <401 [e-mail]> 13 May 2022 at 08:35
To: Doug Dorrnan <[e-mail]>
This email confirms receipt of your pre -filing meeting request. Please retain this email for your records
and submit this documentation as part of your 401 application (PCN Application) as required by federal
law. DWR will not be able to accept your application without this federally required documentation. 401
applications received without documentation that a pre -filing meeting request was submitted at least 30
days prior will be returned as incomplete.
Responses to this email are not monitored.
Background
On April 6, 2022, the United States Supreme Court issued an order staying a lower court's vacatur of the
Trump Administration's 2020 "Clean Water Act Section 401 Certification Rule" ("Federal Rule"). As a
result of the United States Supreme Court order, the Trump Administration's Federal Rule has sprung
back into effect.
The Trump Administration's Federal Rule imposes additional procedural requirements on applicants for
401 Certifications and on DWR's processing of those applications. One requirement is that 401
applicants must request a pre -filing meeting request at least 30 days prior to submitting their 401
application. [40 C.F.R. §121.41 In turn, the Federal Rule requires that applicants include documentation
of their pre -filing meeting request in their 401 Certification application. [40 C.F.R §121.1; 40 C.F.R.
§121.5]. Please refer to the Federal Rule for more information.
Per 40 CFR §121 and §121.5, a 401 Certification application that does not include the required pre -filing
meeting request documentation does not constitute a "certification request." As a result of the
reinstatement of the Trump Administration's Federal Rule, all 401 applications received after April 6,
2022 that do not have documentation that a pre -filing meeting request was submitted at least 30 days
prior to submittal of a 401 Certification application will be returned as incomplete.
If you need to contact 401/Buffer Permitting Staff, please use the following link(s) to access of staff
contact list(s).
For Non -Transportation Central Staff:
https://deq.nc.gov/about/divisions/water-resources/water-quality-permitting/401-buffer-
permitting1401-buffer-permitting-contacts
For Non -Transportation Regional Staff: https://edocs.deq.nc.gov/WaterResources/DocView.
aspx?dbid=0&id=2162034&cr=1
For all Transportation Projects Including NCDOT Projects:
https://deq. nc.gov/about/divisions/water-resources/water-resources-permits/transportation-
permitting/staff-contacts
1 of 2 6/16/2022, 11:38 AM

MAJOR PERMIT FEE MATRIX
Applicant: 5 U. vVl.1 `i C-IteLft Gi..gJ ftw iel `}' C
Selection
Development Type
I. Private, non-commercial
development that does not
involve the filling or
excavation of any wetlands
or open water areas:
II. Public or commercial
development that does not
involve the filling or
excavation of any wetlands
or open water areas:
Major Modification to a
CAMA Major permit
Fee
$250
$400
$250
DCM%
(14300 1601 435100093 1625 6253)
100% ($250)
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 applies:
III(A). Private, non-
commercial development, if
General Water Quality
Certification No. 4097 (See
attached) can be applied:
III(B). Public or commercial
development, if General
Water Quality Certification
No. 4097 (See attached)
can be applied: _
11I(C). 1f General Water
❑ Quality Certification No.
4097 (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
aquatic life:
III(D). If General Water
Quality Certification No.
4097 (see attached) cannot
be applied:
IV. For development that
n involves the filling and/or
excavation of more than
one acre of wetlands and/or
open water areas:
$250
$400
$400
$400
$475
100% ($400)
100% ($250)
100% ($250)
100% ($400)
60% ($240)
60% ($240)
60% ($285)
DWQ
(24300 1602 435100095 2341)
0% ($0)
0% ($0)
0% ($0)
0% ($0)
0% ($0)
40% ($160)
40% ($160)
40% ($190)

NOTICE OF FILING OF
APPLICATION FOR CAMA MAJOR
DEVELOPMENT PERMIT
The NC Department of Environmental Quality hereby gives public notice as required by
NCGS 113A-119(b) that application for a development permit in an AEC as designated
under the CAMA was received on 08/26/22. Mr. Sumit Gupta and David & Cynthia
Tonnesen proposes to construct a docking facility, complete with a pier, boatlift, two
floating jet ski platforms. They also propose to mechanically dredge a portion of an
existing man-made basin, located at 104 & 108 Mill Point Road, Martin's Point subdivision
in Dare County.
A copy of the entire application may be reviewed at the office of the Division of Coastal
Management, located at 401 S Griffin St, Ste 300, Elizabeth City, NC, 252-264-3901
during normal business hours. Comments mailed to Braxton Davis, Director, DCM, 400
Commerce Avenue, Morehead City, NC 28557, prior to 10/15/22, will be considered in
making the permit decision. Later comments will be considered up to the time of permit
decision. Project modification may occur based on review & comment by the public, state
& federal agencies. Notice of the permit decision in this matter will be provided upon
written request.
PLEASE PUBLISH ON: Sunday, September 25, 2022
D E
Em
w.xaLH l o+a. Nvn \\\ �/
oepamcV al kumeMtl chwi
North Carolina Department of Environmental Quality I Division of Coastal Management
Elizabeth City Office 1401 South Griffin Street, Suite 300 I Elizabeth City, North Carolina 27909
252.264.3901

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
BRAXTON DAVIS
Director
September 21, 2022
MEMORANDUM:
FROM:
NORTH CAROLINA
Environmental Quality
Gregg Bodnar, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
400 Commerce Ave., Morehead City, NC 28557
Fax: [phone] (Courier 04-16-33)
[e-mail]
SUBJECT: CAMA/Dredge & Fill Review
Applicant: Sumit Gupta & David & Cynthia Tonnesen
Project Location: 104 & 108 Mill Point Road, Martin's Point, in Dare County
Proposed Project: Construct a docking facility, complete with a pier, boatlift, two floating jet ski
platforms and to mechanically dredge a portion of an existing man-made
basin
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Gregg Bodnar at the address above by October 12, 2022. If you have any
questions regarding the proposed project, contact Sarah Loeffler (252-264-3901, ext. 232) when
appropriate, in-depth comments with supporting data is requested.
REPLY:
PRINT NAME
AGENCY
SIGNATURE
DATE
This agency has no objection to the project as proposed.
**Additional comments may be attached**
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.
£ D_E
NORTH CAROLINA
Department of Environmental ouafi�
North Carolina Department of Environmental Quality I Division of Coastal Management
Elizabeth City Office 1401 South Griffin Street, Suite 300 I Elizabeth City, North Carolina 27909
252.264.3901

LEGEND
VICINITY MAP
LPP SEPTIC
SYSTEM - (7) 48 LF
LPP DRAIN LINES ® 5' 0.C.
BASED ON 840 GPD
® 0.5 L.TA.R.) (TO BE
ENGINEERED BY OTHERS)
- PROPOSED DREDGE SPOIL AREA
- SAV SAMPLE POINT LOCATIONS
EXISTING WATER DEPTH CONTOURS
- 75' AEC LINE
30' DCM BUFFER LINE
----- - 404 WETLAND LINE DELINEATED BY
ATLANTIC ENVIRONMENTAL CONSULTANTS, LLC 06/13/22
LOT 31
N/F
WILLIAM PRATT
50' 25' 0 50'
�.r
INTx
MILL POINT 8
MARTINS POINT RD.
1 inch = 50' ft.
GRAPHIC SCALE
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/
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LEGEND-
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---- - 30' DCM ,BUFFER LINE
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EXISTING gRaNs, TO BE REPAIRED
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• WW-41,Wri"i r
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