20131024 Ver 1_CAMA Permit Application_20130923

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NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Pat McCrory Braxton C. Davis John E. Skvarla, III
Governor Director Secretary
September 20, 2013
MEMORANDUM
TO: Karen Higgins, Compliance and Permitting Unit Supervisor
Wetlands, Buffers, Stormwater — DWQ/Division of Water Resources
FROM: Doug Huggett
Major Permits Processing Coordinator
SUBJECT: CAMA Permit Application Review
Applicant: Tugboat Properties, LLC
Project Location: Town of Hertford on S. Church St., Perquimans County
Proposed Project: Marina, Condominiums & Townhouses with associated structures
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by 10/11/13 to 400 Commerce Avenue, Morehead City, NC 28557 (fax: 252- 247 - 3330).
If you have any questions regarding the proposed project, please contact Lynn Mathis at (252)
264 -3901. 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
0 !SEP 1367 US 17 South, Elizabeth City, NC 27909
Phone: [phone] FAX: [phone] ; Internet: www.nocoastalmanagement.net
2 3 2013
An Equal Opportunity 1 Affirmative Action Employer � - ��

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Tugboat Properties, LLC - C/o Bill Bowen
2. LOCATION OF PROJECT SITE: Site is located in Perquimans County within the Hertford Town limits on
South Church Street at the mouth of Raccoon Creek and on the Perquimans River.
Photo Index: 2006:236-6800 015 -18, P15 -16, N14 -16, M16 -17, L16-17 2000: 236 -1783 J8 -10, K7 -10, 1-7 -9, W -8,
N7- 81995:158 -1630 P21, Q19 -21, R19 -21, S19 -21, T19 -21 1989: Not Available 1986: Not Available 1979:127 -1587
06 -8, P6 -8, Q6 -8, R6 -7, S6 & 7
State Plane Coordinates: X: 2748579 Y: 895334
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit: 08/06/2013 and 08/21/2013
Was Applicant Present: No
5. PROCESSING PROCEDURE: Application Received Complete: Accepted on August 28, 2013
(Pending USACE Wetland confirmation)
Office: Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan: Town of Hertford
LUP Land Classification: Conservation and Limited Transition
(B) AEC(s) Involved: PTA and PTW
(C) Water Dependent: Yes (With CAMA Areas of Environmental Concern)
(D) Intended Use: Residential Units with a Private 100 Slip Marina
(E) Wastewater Treatment: Existing: None
Planned: Town Wastewater System
(F) Type of Structures: Existing: None
Planned: Townhomes & Condominiums with associated
infrastructure, boardwalk along the water, 2 access walkways, 2
piers with 24 finger piers and 100 slips, and a boat ramp
(G) Estimated Annual Rate of Erosion: N/A
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED SHADFD
(A) Vegetated Wetlands:
Walkways and
(Non - coastal)
Boardwalk:11,700sf
(B)Non- Vegetated Wetlands:
Piers/ Finger Piers
(Open water) >
Platforms/Boat Ramp Dodos:
(Shallow Bottom) >
Boat Ramp:1,300sf —>
Boat Ramp: 700sf
10,131sf
(overlaps dredge
impacts)
(C)Other. (High Ground)
Boat Ramp
Excavation: 600sf
Walkway and
Boardwalk:1,7009
(D) Total Area Disturbed: Within
an AEC = 25.404sf (.58 acres) Total Prriiprt =
lnar
(E) Primary Nursery Area: No
(F) Water Classification: SC Open: No

Field Investigation Report
Page 2
8. PROJECT SUMMARY: The project includes 10 residential condominium and townhome buildings with associated
parking and a 100' slip marina. Associated structures and amenities include a fuel dock, pump -out facility, shoreline
boardwalk, access walkways over 404 wetlands, a dock masters office, boat ramp, pool, clubhouse, and a tennis court.
Proiect Setting
The property in question is located in the Town of Hertford on South Church Street in Perquimans County, North
Carolina. The project site abuts South Church Street to the east for a distance of 1,085'. Situated in the north east
comer is a water transfer station operated by the Town of Hertford. Located on the north side of the property is
Raccoon Creek, a bridge crossing Raccoon Creek, and the Perquimans River that follows around the north side of
the property to a non - coastal wetland at Tom Water's Creek. Residential properties are adjacent to the property
along the southern property line. Located across South Church Street is a mix of commercial, medical and
governmental building uses. The current zoning designation of the property by the Town of Hertford is T -R which is
a high density residential/commercial designation.
The property is approximately 17 acres, of which 11.6 acres are high ground and 5.4 acres are delineated non -
coastal wetlands confirmed by Tracy Wheeler with the US Army Corp of Engineers on April 27, 2007, reconfirmation
of the wetland line is pending. The land is currently vacant with the exception of the Town of Hertford's Wastewater
Transfer Station. Prior to being purchased a large dilapidated residential structure was situated on the property that
was removed by the current owner. While there are no identified archeological sites there remains a reasonable
possibility for a site to be on or near the property in question.
Vegetation on the property includes, but is not limited to the following: bald cypress (Taxodium distichum), black
gum (Nyssa sylvatica), groundsel tree (Bacchads halimifolia), loblolly pine (pinus taeda), pignut hickory (Carys
glabra), red maple (Ater rubrum), sycamore (Plantanus occidentials), sweet gum (Liquidambar styracitlua), tulip
poplar (Lidodendron tulipifera), arrow arum (Peltandra virginica), carolina jasmine (Gelsemium sempervirens), bee
balm (Monarda didyma), cat brier (Smilax rotundifolia), broadleaf cattail (typha latifolia), day flower (Commelina
erecta), marsh elder (Iva frutescens), common reed (Phragmites australis), switch cane (Arundinada tecta), poison
ivy (Toxicodendron radicans), giant ironweed (Vemonia gigantean), and water iris (Iris pseudoacorous).
Average elevations of the property are approximately 5' above normal water level along the high ground portion of
the property and 2' above sea level within the wetland area. The flood designation for the property within the
wetland area is AE, and the high ground portion of the tract is outside of a designated flood zone. The entire tract is
located within the 100 year floodplain. Soils are a moderate to well draining Altavista loamy fine sand along the
high ground and poor draining, frequently flooding, Dorovan muck within the wetlands.
The shoreline gently slopes to the water along the wetlands, with a vertical escarpment 2' to 5' in height along the
high ground. Water depths on the Perquimans River side of the property extend from 0 to a depth of 6' an average
distance of 260' water wand of NWL. A dense population of southern niad (Najas guadalupenisi) was found in the
waters adjacent to the property within the Perquimans River in a survey conducted in August 6, 2007; however, a
recent survey conducted by the applicant's consultant found no evidence of submerged aquatic vegetation adjacent
to the applicant's property. A small area of water lily (Nymphaea odorata) is located along Raccoon Creek near the
bridge.

Field Investigation Report
Page 3
The property is located in the public trust shoreline Area of Environmental Concern (AEC) and the waters
immediately adjacent to the property are within public trust waters. The dividing line between public trust waters
and estuarine waters is approximately 200' to 400' water wand of NWL along the north side of the property in the
Perquimans River.
Currently there is only one marina operating in Perquimans County, located at Albemarle Plantation. Albemarle
Plantation has a 158 slip marina exclusively for the residents of the Plantation. Fuel and pump -out facilities are available
to the public for a fee.
Development Proposal
The applicant, Tugboat Properties, LLC is requesting a CAMA Major Permit to construct a residential
condominium/townhome development marina. The proposed development will include the following activities and
structures:
High Ground Development Landward of the 30' Buffer':
(8) condominium buildings with 12 residential units per building = 96 residential units
(2) townhome buildings with 10 residential units per building = 20 residential units
116 residential units
Residential unit parking for 127 vehicles
(3) storm water retention ponds with a total surface area of 21,824 square feet (so
Outflow structures in each pond piped to adjacent 404 wetlands
A swimming pool
Pool equipment building
Clubhouse
Tennis Court
Shower and bathrooms (for the pool and marina)
Dockmaster's office and access walkway
Parking lot for 11 vehicles with boat trailers using the onsite boat ramp
Fuel tanks
Associated infrastructure
H%gh Ground Development within the 30' Buffer:
Boardwalk (elevated walkway) 150'x 10'= 1,500sf
Walkway to the Dockmaster's Office-
20'x 10'= 200sf
Boat ramp -
excavate and concrete 20' x 30' _
High ground excavation within
the 30' buffer for the boat ramp =
Shallow Bottom: Boat ramp (Concrete) 35' below NI
Excavation below NWL 65'x 20'=
600sf
2,300sf,
55 cubic yards (cy)
NL x 20' = 700sf (Overlapping impact not added to total)
1.300sf Total
2' Ave. depth (65'x 20') = 27 = 96cy

Field Investigation Report
Page 4
Wetland Development':
Open Water
(2) walkways over wetland: 2(10' x 20 ") = 400sf
Boardwalk 1,130'x 10'= 11.300sf
h 1.700sf Total,
Pier "A" 462'x 8'=
3,696sf
Pier "B" 442' x 8'=
3,563sf
Finger Piers 48 x 24sf =
1,152sf
(2) T- Head platforms
2(56' x 10') =2 x 560sf =
1,120sf
(2)Boat ramp docks
2(50'x6') =
600sf
10,104sf Tgtall
There will be 100 free standing tie piles in association with the proposed 100 boat slips. A "No Wake" buoy is also being
proposed approximately 180' north of the proposed pier alignment. The fuel dispenser will be located at Pier "A"s T-
Head along with the Pump -out facility. Effluent from the pump -out facility will be piped to the Town's sewer system
In 2007, an Environmental Assessment was submitted to the NC Division of Coastal Management for a residential
development with a 100 slip marina on the property in question. In March of 2008, a Finding of No Significant Impact
was issued to Hertford Bay Development, LL. Changes to the overall project, include a reduction in the total land area
that also contained a remote parking lot for boat trailers. Environmental Assessments are no longer a required
precursor to the CAMA process.
As proposed, all slips within the marina will be exclusively for inhabitants of Hertford Bay Marina's residential community.
A fuel dock and pump -out facility will be available to nonresident boaters and will be located at the end of Pier W. Fuel
storage tanks will be located on high ground 40' from NWL, southeast of Pier "A ". Waste from the pump -out facility will
be direct piped to the Town's sewer system. All of the 100 slips will be 25' in length. Slip widths will be as follows: (12)
at 19', (76) at 15' and (12) at 12'. According to the narrative it is anticipated that the marina will accommodate vessels
up to 50' in length. Water depths at the end of the pier are approximately -62. In August of this year a survey
conducted by the applicant's consultant Atlantic Environmental Consultants, LLC found no submerged aquatic
vegetation within or adjacent to the project area.
Both pier platforms (including fuel and pump -out facilities) and 21 of the 100 slips will be constructed within the Estuarine
Water AEC; the remaining slips along with the proposed boat ramp will be located within the Public Trust Water AEC.
The proposed boat ramp will be located within Public Trust Waters.
Anticipated Impacts
1) While vegetation was not found within the project area in August of 2013, submerged aquatic vegetation was
documented within the project area on August 7, 2007. While not currently present southern niad (Naias
guadalupenisi) has been documented within the project area. The proposed marina will adversely impact the
future growth of SAVs in the area.
2) Shading of 10,131sf of water bottom from piers and platforms.
3) Shading of 16,050sf 404 wetlands from boardwalks and walkways.
4) Short term construction impacts will result in the temporary loss of wetland vegetation adjacent to elevated
structures.

Field Investigation Report
Page 5
5) Construction impacts will result in reduction in vegetation density and diversity under the proposed walkways
and board walk.
6) Short term construction impacts will include the lowering of the wetland substrate under and adjacent to the
walkways and boardwalk.
7) Increased boating traffic involving up to 100 vessels immediately outside of the proposed no wake zone will
result in increased wave action along adjacent shorelines, causing a greater risk for shoreline erosion.
8) Jetting pilings for the marina will result in temporally suspending sediments in the water that can disrupt aquatic
vegetation outside of the project area.
9) Along the shallow waters of the proposed marina prop wash may cause resuspension of sediments within the
water column.
10) The proposed development will permanently disrupt animal populations within the project area.
11) Vessels fueling at the marina run a risk of discharging fuel into the surrounding water body.
12) Displacement of 1,300sf of water bottom from excavation associated with the construction of the boat ramp.
Submitted by: Lynn W. Mathis
Date: September 18, 2013

MAJOR PERMIT FEE MATRIX
Applicant: TUGBOAT PROPERTIES, LLC
Selection
Development Type
Fee
DCM %
DWQ %
(14300 16014351000931625 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 open water areas:
I1. Public or commercial
®
development that does not
$400
100%($400)
0%($0)
involve the filling or
excavation of any wetlands
or open water areas:
III. For development that
involves the filling and /or
excavation of up to 1 acre
of wetlands and /or open
water areas, determine if A,
B, C, or D below applies:
III(A). Private, non-
El
commercial development, if
$250
100%($250)
0%($0)
General Water Quality
Certification No. 3490 (See
attached ) can be applied:
III(B). Public or commercial
development, if General
$400
100%($400)
0%($0)
Water Quality Certification
No. 3490 (See attached)
can be applied:
III(C). If General Water
Quality Certification No.
$400
60%($240)
40%($160)
3490 (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
Ej
Quality Certification No.
$400
60%($240)
40%($160)
3490 (see attached) cannot
be applied:
IV. For development that
involves the filling and /or
$475
60%($285)
40%($190)
excavation of more than
one acre of wetlands and /or
open water areas:

PROJECT NARRATIVE
CAMA MAJOR PERMIT — Tugboat Properties, LLC
Hertford, Perquimans County
June 27, 2013
Revised August 8, 2013
AUG 2 8 2013
C0ASTAL. n "; n;pr,F!VENT
EU 'F ",!' I Y
LOCATION OF PROJECT:
The proposed project is located within a mixture of undeveloped and residentially
developed properties. The subject property is located adjacent to downtown
Hertford on Church Street (SR 1336) off Highway 17, located at approximate
latitude 36 010'55 °N and longitude 76027'44"W, adjacent to the Perquimans
River, in Perquimans County, North Carolina.
PROJECT DESCRIPTION:
The 17 acre subject site is zoned TR by the town of Hertford and allows for
higher density residential dwellings and some light commercial development.
The subject property is comprised of 11.6 acres of uplands and 5.4 acres of U.S.
Army Corp of Engineers ( USACE) jurisdictional Section 404 wetlands. The
wetlands on the property were delineated by Atlantic Environmental Consultants,
LLC (AEC) on January 25, 2006 and confirmed by the USACE on April 27, 2006.
The upland portion of the property will be developed with 96 condominiums and
20 townhouses to include 10 acres of upland disturbance for construction.
Upland development also includes a dock master station, a clubhouse, two
tennis courts, one diesel and one gasoline storage tanks, boat ramp with parking
and restrooms.
No development is proposed within the 5.4 acres of wetlands, excluding
temporary impacts to construct elevated walkways to access the proposed
marina within the Perquimans River. Mature bald cypress are scattered along
the shoreline and open water, out to a maximum distance of 180 feet. Proposed
development does not include impacts to the existing bald cypress, excluding
construction of walkway and dock, which will be constructed to avoid bald
cypress as much as possible.
This CAMA major application is being prepared for marina development with 100
boat slips, which will allow deep water access for recreational purposes and
dockage within the Hertford Bay Condominium and Townhouse Complex on the
Perquimans River. The Perquimans River comprises of Public Trust Waters and
Estuarine Waters and is directly connected the Albemarle Sound. According to
the Wildlife Resource Commission and Marine Fisheries Commission, the
Albemarle Sound is classified as Coastal fishing waters, and the Perquimans
River is classified as Inland and Joint waters. A portion of the proposed project
lies within Joint waters boundary and majority of the project lies within Inland
waters. The proposed boat ramp is adjacent to Inland waters and the proposed
100 boat slips are located within both Joint and Inland waters.

JProject narrative Tugboat Properties, LLC pg. 2)
i
AUG 2 8 2013
TAl nl= =!'�%T
The jurisdictional boundary between these two classifications are accurately
depicted on the attached plat according to NCDMF Fisheries Rules 2007, Title
15A NCDENR, Chapter 3, Subchapter 3.0202, Descriptive Boundaries for
Coastal- Joint - Inland Waters. The Perquimans River is within the Pasquotank
River Basin; the stream classification for the Perquimans River is SC.
Water depths were taken and the presence of Submerged Aquatic Vegetation
(SAV) was evaluated by AEC staff on August 7, 2013. There is a small area
(300 sf) of Water Lilies (Nymphaea sp.) located to the north of the proposed
piers but the remaining area in and around the project area showed no signs of
SAV's. Existing water depths range from four to six feet within the proposed
100 boat slips and a maximum water depth of -6.2 feet at the end of the
proposed boat docking facility, where 28' to 50' length boats are proposed to be
docked. Water depths at the center of the Perquimans River vary in depth from
—5.6 feet to -12.4 feet. Current water depths were taken on August 7, 2013;
which confirmed depths within the area of proposed boat slips are suitable for
the size boats (18' to 50') in length) accommodated for this project. The
proposed marina includes dockside power, potable water, lighting, restrooms
located on uplands, a boat ramp with parking, a pump out facility and a fueling
facility located landward of the 30' buffer on uplands. The closest pump out and
fueling facility is located approximately 22 nautical miles downstream within the
Albemarle Plantation Marina. The Albemarle Plantation Marina is a 216 boat slip
facility for property owners within Albemarle Plantation. Pasquotank River Yacht
Club is located within the Pasquotank River approximately 42 miles from the
subject site and is a 32 boat slip facility with a pump out facility, and no fueling
facility.
There are no impervious surfaces proposed for the marina development.
Impervious surfaces proposed for upland development for property include:
driveway, parking, boat ramp, restrooms, dock master station, townhouse and
condominium units totaling 218,181 square feet of impervious surfaces.
The following permits were obtained for the property: A Clear and Grade Permit
issued to Tugboat Properties, LLC on August 13, 2003 to clear and grade 6.0
acres of uplands (Permit No. SWGO3OOOO). A Sedimentation and Erosion
Control Plan approved to disturb 6.0 acres (Erosion and Sediment Control
Project No.: Perqu- 2007 -006 issued 12/22/06), a Stormwater General Permit
approved to disturb six of the 17 acres of uplands (SW7O21213 issued 4/03/07).
Revisions to the Sedimentation and Erosion Control Plan and Stormwater
Permit will be submitted with the proposed additional disturbance on uplands;
however, they are not submitted at this time.
(Project narrative Tugboat Properties, LLC pg. 3)

JProject narrative Tugboat Properties, LLC pg. 3)
AUG 2 8 2013
I- ST''I ' •'R lr= �tf ='tr
..J
PURPOSE OF THE PROJECT:
The purpose for the proposed activity is to allow the future tenants of the
Hertford Bay Townhouse and Condominium Complex opportunity to dock
recreational boats within the Perquimans River and recreational boating access
to the Perquimans River and Albemarle Sound. There is limited housing within
this area and limited public access and dockage within the Perquimans River.
According to Perquimans County tax records the vicinity of the proposed project
comprises mostly of commercial businesses. The closest boat ramp is located
downtown Hertford 0.6 miles northwest of subject site and Perquimans County
boat ramp located nine miles southeast from the subject tract down the
Perquimans River. The closest marina is the Albemarle Plantation Marina
located approximately 22 miles downstream from the subject site with 216 boat
slips, pump out and fueling facilities. The attached letter dated September 27,
2007 from the Town of Hertford states the proposed development would be a
great asset to the gateway area and the Town. The attached letter from the
Town also states the Hertford Town Council feels this development plan is
consistent with their land use plan and plans for future development in the Town.
FIELD MEASURMENTS:
Water depths were taken and Submerged Aquatic Vegetation (SAV) growth was
evaluated by AEC staff on August 7, 2013.
DETAILS FOR OPEN WATER DISTURBANCE AND IMPACTS:
Proposed structures within Public Trust Waters:
Pier A (8'x 462') ............................... ............................... 3,696 s.f.
PierB (8'x 452') ...... ............................... ..........................3,616 s.f.
Platform A (10' x 56') ............................ ............................... 560 s.f.
Platform B (10' x 56') . ............................... ............................560 s.f.
Finger Piers (48 @ 24 s.f. each) ......... ................................ 1,152 s.f.
Boat ramp below NWL (35'x20') ......... ....... ............................700 s.f.
Boat ramp docks (2) (6'x 50') ... ............................... 600 s.f.
Total s.f. of structures proposed within Public Trust Waters.... 10.884 s.f.

(Project narrative Tugboat Properties, LLC pg. 4)
r--
AUG 2 8 2013
'f1Q�ri + ,r:r,rgT
Total fill within Public Trust Waters:
Boat ramp (concrete) (20'x 35' within open water) ............(13 cu.yds.)
Proposed construction /disturbance within the 30' Buffer:
Elevated walkways . ............................... .........................14,070 s.f.
Boat Rama (30'x 20') ............................. ............................600 s.f.
Total proposed construction /disturbance within the 30' Buffer ...14,470s_f.
WETLAND IMPACTS:
• No proposed fill in Section 404 Wetlands. ol
• Elevated walkways over Wetlands = 12,620 s.f. — 16, S� jv �C
5J-1179r

IM NP-I
APPLICATIONI'lor
Maier Development Permit
lwt revised 1=71")
7D
AUG 2 8 2013 lllJ
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant Landowner Information
Business Name
Tugboat Properties, Llc
Project Name (if applicable)
Hertford Bay Marina
Applicant 1: First Name
Tugboat Properties. LLC
MI
Last Name
Applicant 2: First Name
MI
Last Name
If additional applicants, please attach an additional pages) with names listed.
Mailing Address
1990 Smythewick Drive
PO Box
City
Greenville
State
NC
ZIP
27858
Country
USA
Phone No.
252 - 717 — 2912 ext.
FAX No.
- -
Street Address (if different from above)
City
State
ZIP
Email
N/A
2. AgentContractor 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 (rf dfferent from above)
City
State
ZIP
Email
dougdorman @myembargmail.com
<Fonn continues on back>

Form DCM MP -1 (Page 2 of 4)
AUG 2 8 2013
APPLICATION for
Major Development Permit
3. Project Location
a. Total length of shoreline on the tract (ft)
b. Sae of entire tract (sq.ft.)
1,600 linear feet
740,520
-
J
County (can be multiple)
Street Address ._ _ _- _ ___ _. _ __ _ _ . _ .__ _ _. __ _ .i
State Rd. #
Perquimansl
South Church Street
1336
Subdivision Name
City
State
Zip
None
Hertford
NC
44
279 -
Phone No
Lot No. (s) (d many, attach additional page with list)
252 -717 - 2912 ext.
N /A, ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
If yes, by whom?
Perquimans River
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
Perquimans River
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
Was ❑No
work falls within.
Town of Hertford
4. Site Description
a. Total length of shoreline on the tract (ft)
b. Sae of entire tract (sq.ft.)
1,600 linear feet
740,520
c. Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
N/A, I I
NWL (normal water leveq
(If many lot sizes, please attach additional page with a list)
5' ❑NHW or ®NWL
e. Vegetation on tract
Loblolly Pine, Tulip Poplar, Red Maple, Bald Cypress, Sweet Gum, Red Bay, Wax Myrtle, Giant Cane, Black Needle Rush,
Sede, Rattan Vine, Greenbriar, Poison ivy, Grape Vine.
f. Man -made features and uses now on tract
None
g. Identify and describe the existing land uses adjacent to the proposed project site.
Single family residential, and Commercial
h. How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
TR -h i ghdensity residential, light commercial
(Attach zoning compliance certificate, if applicable)
®Yes []No ❑NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ®No
k. Hasa 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>
252 - 808 -2808 .. 1- 888- 4iRCOAST .. wwey.nceoastalmenagement -net

Form DCM MP -1 (Page 3 of 4)
AUG 2 8 2013
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? i � ( ®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, ifavailable)
n. Describe existing wastewater treatment facilities.
Wastewater treatment available from the Town of Hertford.
o. Describe existing drinking water supply source.
Public water supply
p. Describe existing storm water management or treatment systems.
None
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ®Commercial ❑Public/Govemment
❑Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
The propsosed marina will be used by the residents and guests of the proposed development.
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.
Walkway and boat slips will be constructed using a barge and hydraulic pump to jet pillings and hand tools wil be used to
construct walkways. The equipment will be stored onsite during construction. Buildings to be constructed with conventional
framing practices.
d List all development activities you propose.
Construction of a boat ramp, walkways, piers, condominiums, townhomes, and 100 boat slips on the Perquimans River.
e. Are the proposed activities maintenance of an existing project, new work, or loth? New
f. What is the approximate total disturbed land area resulting from the proposed project? 10 ❑Sq.Ft or ®Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ❑Yes ®No ❑NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
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>
252 - 808 -2808 .. 1- 888- 4RCQAST a: wwv- nccoastalmanagement.net

Form DCM MP -1 (Page 4 of 4)
i
AUG 2 8 2013
APPLICATION for
Major Development Permit
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) — (f) are always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross - sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
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 NCDOT do Gretchen Byrum Phone No.
Address 1929 North Road Street, Elizabeth City, NC 27909
Name State Employees Credit Union Phone No.
Address PO Box 27665, Raliegh, NC 27611
Name Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, pennittee, and issuing dates.
FONSi, State Application Number 08-E- 4300-0279 Permit No. SWG030000, 8113/03, Tugboat Properties
S &E Project No. Perqu- 2007 -006,12/22106, Tugboat Properties Stormwater Permit No. SW7021213, 4/3107, Tugboat Properties
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.
1 7. Cer0cadon and Permission to Enter on Land I
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow -up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge.
Date 8/21/13 Print Name _Doug Dorman, Consultant
Signature
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
252 - 808 -2808 :- �tww.n��oasta!rnareagsm+an #.na4

Form DCM MP -2
EXCAVATION and FILL
(Except for bridges and culverts)
AUG 2 8 2013
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
1, EXCAVATION ❑This section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards.
Sand and sin
50 cubic yards
c. (i) Does the area to be excavated include coastal wetiandstmarsh
(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 ❑SS
OWL ®None
(ii) Describe the purpose of the excavation in these areas:
d. High -ground excavation in cubic yards.
55 cubic yards
Z DISPOSAL OF EXCAVATED MATERIAL ❑This section not applicable
a. Location of deposal area. b. Dimensions of disposal area.
Dredged material will be used as part of the road bed in the Approximately 119 x 29
parking area..
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 wetlandstmarsh
(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:
d. () Will a disposal area be available for future maintenance?
❑Yes ®No ❑NA
(ill If yes, where?
f. (i) Does the disposal include any area in the water?
❑Yes ®No ❑NA
(i) If yes, how much water area is affected?
252- 808 -2808 :: 1- 888- 4RCOAST :: wvwv.nccoastaimianaggment,net revised: 12/26/06
Access
Other
Channel
(NLW or
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
Breakwater
(excluding
shoreline
NWL )
stabilization
Length
65'
Width
29
Avg. Existing
Depth
2'
NA
NA
Final Project
Depth
4'
NA
NA
1, EXCAVATION ❑This section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards.
Sand and sin
50 cubic yards
c. (i) Does the area to be excavated include coastal wetiandstmarsh
(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 ❑SS
OWL ®None
(ii) Describe the purpose of the excavation in these areas:
d. High -ground excavation in cubic yards.
55 cubic yards
Z DISPOSAL OF EXCAVATED MATERIAL ❑This section not applicable
a. Location of deposal area. b. Dimensions of disposal area.
Dredged material will be used as part of the road bed in the Approximately 119 x 29
parking area..
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 wetlandstmarsh
(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:
d. () Will a disposal area be available for future maintenance?
❑Yes ®No ❑NA
(ill If yes, where?
f. (i) Does the disposal include any area in the water?
❑Yes ®No ❑NA
(i) If yes, how much water area is affected?
252- 808 -2808 :: 1- 888- 4RCOAST :: wvwv.nccoastaimianaggment,net revised: 12/26/06

Form DCM MP -2 (Excavation and Fill, Page 2 of 2)
3. SHORELINE STABILIZATION ®This section not applicable
(if development is a wood grain, use MP-4 — Structures)
a. Type of shoreline stabilization: b. Length:
[]Bulkhead ❑Riprap ❑Breakwater /Sill ❑Other. Width:
c Average distance waterward of NHW or NWL d. Maximum distance waterward of NHW or NWL:
e. Type of stabilization material:
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.
g. Number of square feet of fill to be placed below water level.
h. Type of fill material. ---------- ----"'
Bulkhead backfill Riprap
Breakwater /Sill Other
i. Source of fill material.
I
- - -- "(7,
i
4. OTHER FILL ACTIVITIES
®This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? ❑Yes ❑No ❑NA
b. (i) Will fill material be placed in coastal wetlands/marsh (CW),
If yes
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (WL)? If any boxes are checked, provide the
(ii) Amount of material to be placed in the water
number of square feet affected.
(iii) Dimensions of fill area
❑CW ❑SAV ❑SB
(iv) Purpose of fill
❑W- []None
(ii) Describe the purpose of the fill in these areas:
15. 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)?
The entire work area will be surrounded by silt fence to prevent
Back hoe and excavator
runoff.
c. (i) Will navigational aids be required as a result of the project?
d. (i) Will wetlands be crossed in transporting equipment to project
❑Yes ®No ❑NA
site? ❑Yes ®No ❑NA
(ii) If yes, explain what type and how they will be implemented.
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
8/21/13
Authorized agent - Doug Dorman
Applicant Name
Date
Hertford Bay Marina
`
App nt Signature
Project Name
252 - 808 -2808 :: 1- 8884RCOAST :: wwvv.nccoas1atrreana9erq rnta et revised: 12126/06

Form DCM MP -3
UPLAND DEVELOPMENT AUG ` $ 203
(construction and/or land disturbing activities) r' ^ ' ", • ' E w-
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP -1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures
proposed.
14 total. 8 condominiums, 2 townhomes,1 cubouse, 1
utility building, 1 bathroom/shower facity, 1 dock master
office.
c. Density (give the number of residential units and the units per
acre).
98 condominium units, 20 townhomes, 6.9 units per acre.
`TL`Al[P I-�li
e. If the proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land- disturbing
activity begins.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
❑Yes ®No ❑NA
(ii) If yes, list the date submitted:
g. Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and/or built-upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking.
0%
1. Give the percentage of the entire tract to be covered by impervious
and/or built-upon surfoos, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking
43%
j. Describe proposed method of sewage disposal.
Central wastewater from the Town of Hertford.
I. Describe location and type of proposed discharges to waters of the
state (e.g., surface runoff, sanitary wastewater, industrialf
commercial effluent, 'wwh down" and residential discharges).
Surface runoff
b. Number of lots or parcels.
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
10 acres
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
Concrete, asphalt, paver stones, and gravel.
h. Projects that require a CAMA Major Development Permit may also
require a Stormwater Certification.
(i) Has a site development plan been submitted to the Division of
Water Quality for review?
[]Yes ®No ❑NA
(ii) If yes, list the date submitted:
k. Have the facilities described in Item (i) received state or local
approval?
❑Yes ®No ❑NA
If yes, attach appropriate documentation.
m. Does the proposed project include an innovative stonmwater
design?
❑Yes ®No ❑NA
If yes, attach appropriate documentation.
252 - 808 -28082 :: 1- 888- 4RCOAST :: www.nccoastaimanaaement.net revised: 12/26/06

Form DCM MP -3 (Upland Development, Page 2 of 2)
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
Public System
o. When was the lot(s) platted and recorded?
Not available
8/21/13
Date
Hertford Bay Marina
Project Name
Tugboat Properties, LLC
Applicant Name
Agent - Doug Dorman OC
Applicant Signature
n. (0 Will water be impounded? []Yes ®No ❑NA
(ii) If yes, how many acres?
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
®Yes []No ❑NA
1
j y hUG, 9- 8 2013
252- 808 -2808 1- 88"RCOAST :: vwvw.nccoastaimanagement.net revised: 12/26/06

Form DCM MP-4
STRUCTURES
(Construction within Public Trust Areas)
t UG 2 8 2013 .n�c�tj
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP -1. &-su p e all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
1. DOCKING FACILITY /MARINA CHARACTERISTICS
a. (i) Is the docking facilky/madna:
❑Commercial ❑Public(Govemment OPrivate/Community
❑This section not applicable
b. (i) Will the facility be open to the general public?
®Yes []No
c. (1) Dock(s) and/or pier(s)
d. (i) Are Finger Piers included? ®Yes ❑No
(i) Number 2
If yes.
(iii) Length Pier A - 462'. Pier B - 452'
(ii) Number 48
(iv) Width $
(iii) Length 12'
(v) Floating []Yes ®No
(iv) Width 3' max to 1' min.
(v) Floating ❑Yes ®No
e. (i) Are Platforms included? ®Yes []No
f. (i) Are Boatiifts included? []Yes ®No
If yes:
if yes:
(i) Number 2
(ii) Number
(iii) Length 56'
(iii) Length
(iv) Width 10'
(iv) Width
(v) Floating ❑Yes ®No
Note: Roofed areas are calculated from dnpline dimensions.
g. (i) Number of slips proposed
h. Check all the types of services to be provided.
100
❑ Full service, including travel lift and/or rail, repair or
(ii) Number of slips existing
maintenance service
0
® Dockage, fuel, and marine supplies
® Dockage ( wet slips' only, number of slips: 100
❑ Dry storage; number of boats:
® Boat ramp(s), number of boat ramps: 1
❑ Other, Please describe:
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?
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mired types).
Mixed type
I. (i) Will the facility be open to the general public?
®Yes So
252 - 808 -2808 :: 1- 88&4RCOAST :: w.Pccaas+talrn:jns ! eMigtgt.r:Qt T @NJS+°LIa 12/27/06

Form DCM MP-4 (Structures, Page 2 of 4)
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: Pool bathroom facilities
® Showers
® Boatholding tank pumpout; Give type and location- Connected to central wastewater system. Pump out located at the end of
proposed dock.
b. Describe treatment type and disposal location for all sanitary wastewater. P i
All sanitary wastewater will be treated at the town of Hertfords sewer plant.
c Describe the disposal of solid waste, fish offal and trash.
All waste will be disposed of in dumpster located on site.
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 piers. Boats will be directed
to use off site pumpout facilities to control sewage discharge.
e (i) Give the location and number of "No Sewage Discharge" signs proposed
A sign will be posted on the entrance to the piers.
(ii) Give the location and number of " Pumpout Available' signs proposed.
Located at several locations on piers. See attached drawing for location.
f Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products
N/A
g. Where will residue from vessel maintenance be disposed of?
N/A
h. Give the number of channel markers and "No Wake" signs proposed. One no wake sign proposed.
1. Give the location of fuel- handling facilities, and describe the safety measures planned to protect area water quality.
Pumps located at the end of north pier. Tanks located on uplands in a contaiment area.
j. What will be the marina policy on overnight and live - aboard dockage?
No live- aboard dockage allowed.
k. Describe design measures that promote boat basin flushing?
Slips located in open water. The predominate northeast and southwest winds will provide adequate flushing of waters around
boat slips.
I. If this project is an expansion of an existing marina, what types of services are currently provided?
N/A
252 - 808 -2808 :: 1- 888- 4RCOAST :: www_nccoastaimanagement.net revised: 12/27/06

+Form DCM MP -4 (Structures, Page 3 of 4)
m. Is the madna/docking facility proposed within a primary or secondary nursery area?
[iYes ®No
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
❑Yes ®No
r
Auk 2 s 2013
t
o. Is the madna/docking facility proposed within or adjacent to coastal wedands/marsh (CW), submerged "aquatic veegetation (SAV), shell bottom
(SB), or other wetlands (WL)1 If any boxes are checked, provide the number of square feet affected.
OCW ❑SAV OSB
OWL ®None
p. Is the proposed madna/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 OPubiictGovemment ❑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
& BREAKWATER (e.g., wood, sheetpile, etc.) ®This section not applicable
a. Length
c. Maximum distance beyond NHW, NWL or wetlands
b. Average distance from NHW, NWL, or wetlands
6. MOORING PILINGS and BUOYS ❑This section not applicable
a. Is the structure(s):
❑Commercial ❑PubliciGovemment ®Private /Community
C. Distance to be placed beyond shoreline 650'
Note: This should be measured from marsh edge, if present.
e. Arc of the swing None
7. GENERAL
b• Number 1
d. Description of buoy (color, inscription, size, anchor, eta)
Single piling with no wake sign.
252 -808 -2808 :: 1- 888- 4RCOASY -- wwrw.nccoastalmananement.net revised: 12/27106

Form DCM MP-4 (Structures, Page 4 of 4)
a. Proximity of structure(s) to adjacent riparian property lines b. Proximity of structure(s) to adjacent docking facilities.'
525' to the east, boat ramp pier 55' to existing NCDOT RNV. 445'
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
a Width of water body
1.240' at the end Ofpronosed piers.
e. (i) Will navigational aids be required as a result of the project?
j]Yes ®No ❑NA
(ii) If yes, explain what type and how they will be implemented.
d. Water depth at waterward end of structure at NLW or NWL
6_2
8. OTHER ❑This section not applicable
a. Give complete description:
8/21/13
Date
Hertford Bay Marina
Project Name
Tugboat Properties, LLC
App1- Name
Apple Signatun;
AUG 2 8 2013
nn_''
252- 808 -2808 :: 1- 888- 4RCOAST :: wavw.nccoastaiman ?o- q rinent.nf t revised: 12127106

11
-0�
Plat Cab:
2
Plat Map:
6
Plat Slide:
148
Record Date:
20060506
Per quimans
County, NC
PIN Number:
7849-84-6938
Tax Value:
1140500
Parcel Number:
2-0050-0029
Township:
BETHEL
Owner Name:
TUGBOAT PROPERTIES LLC
PROPERTY MAP
Owner Address:
Owner Address 2:
1990 SMYTHEWICK DRIVE
GREENVILLE, NC 27858
Owner Address 3:
Disclaimer
The data provided on this map are prepared for the inventory of real I property found within
Owner Account:
259557
Perquimans County, NC and am compiled from recorded plats, deeds, and other public records
Description:
TR#1,WM BOWEN/CHURCH
and date. This data is for informational purposes only and should not be substituted
Deed Book:
129
for a true title search, property appraisal, survey, or for zoning verification,
---1
—
Plat Cab:
2
Plat Map:
6
Plat Slide:
148
Record Date:
20060506
Sold Date:
Deed Acres:
17.00
Tax Value:
1140500
Use Value:
Township:
BETHEL
-7
-4
One Inch = 200 Feet

_/.3 x
-6.4' x
-3.4l x
-6-5` x
-6,5' x
8' x
NO WAKE BUOY
-5.7' x
-6.4' x
1.8' x
AWL
�dL
Ci
dL
ILI
SICVI%
IL IL
"VI
AIL
CYPRESS TREES
-4,6, Y,
AIL
-5.2, x
it
AL
N.T.S. PROPOSED RETAINING WALL
IL yls
M14
2
-3-27
-4.0'
'ZI
_5,4!
WETLANDS
Z em
_59' x XkL
Amu
j�CYPRESS TREES SrTE DATA
3/, -65 Y,
-6. Ulf
1011 OWNER. TUGBOAT PROPERTIES, LLC
01-
BILL BOWEN
NO WAKE BUOY BOB0 S BY TYRIP H
199MT
-6,4! x -2. GREENVILE, EWYCK NC 27858 DRIVE
PLATFORM B 2, 9 TOTAL DRAINAGE AREA: fl
`40 PROPOSED BUILDING 85,639 SF 177.
PLATFORM A - --------
'Lit, PROPOSED PARKING 121,306 SF 247.
PROPOSED POOL/TENNIS 11,236 SF 2.2%
TOM WATERS CREEK
76
5&87.
5 alL OPEN SPACE 286,935 9,F
7, +
Z CYPRESS TREE,'�;; TOTAL AREA 505,116 SF 100%
PROPOSED FUEL PUMPS
AND PUMP OUT FACILITY
26 'A PIER 8
-VIN
'k-'25 (6) 19- WIDE SUPS POND CALCULATIONS:
t J4
fil
I" v (36) 15' WIDE SUPS
(8) 19' WIDE SUPS I POND A:
V.-
40% IMPERVIOUS
CYPRESS TREES
DRAINAGE AREA 1.5 AC
DEPTH)
SA DA FACTOR = 3.5v. (TAKEN FROM 90 7. TSS CHART, 4' POND
REQUIRED SURFACE AREA 1,5 AC*43,560 SF*3.5/100 24287 SF
. ...... Lim
,ERQUIMANS RIVER
V10-
+ WETLANDS BASED ON A 3:1 LENGTH TO WIDTH RATIO: WIDTH = 28 FT
e6.2 x LENGTH
83 FT
_A
...... 7-H
POND B:
ALL PROPOSED PIERS 8' WIDE 2.
30' BUFFER LINE
IMPERVIOUS
AL
Y, WALKWAY
-6 DRAINAGE AREA 4.75 AC
SA/DA FACTOR = 4.3% (TAKEN FROM 90 7. TSS CHART, 4' POND DEPTH)
1 ,
REQUIRED SURFACE AREA = 4.75 AC*43,560 Si -*4.3/100 = 8,897 SF
-71
CYPRESS
A _b �D BASED ON A 3:1 LENGTH TO WIDTH RATIO: WIDTH 55 FT
` 1A vu�
lu
TRACT 1 LENGTH 164 FT
All,
PIER A 7 ACRES NIF POND C:
1
(6) 19- WIDE SLIPS", AL -ALL IMPERVIOUS
(36) 15' WIDE SLIPS" STATE EMPLOYEES CREDIT UNION
+
WIDE SLIPS I D ,
"k Mk 4ALKWAY DRAINAGE AREA 5.35 AC
_W11
WETLANDS a
b,
SA/DA FACTOR 3.97. (TAKEN FROM 90% TSS CHART, 4' POND DEPTH)
+ 404
+ + qg q" REQUIRED SURFACE AREA 5.35 AC*43,560 SF*3.9/100 9.089 SF
,
+ -4,", all L
N
AD
IL POOL EQUIPMENT Qr
�h BUILDING
+
+
+ + BASED ON A 3:1 LENGTH TO WIDTH RATIO: WIDTH 56 FT
--.--APPROXIMATE LOCATION OF LENGTH 166 FT
I
ADJACENT COn +MUNITY PIER 404 WETLANDS UNE POOL -- - - - - - - - - -
Xqp%y_ RCA�ION, OF
Y,,p aea sp.)
-DOCKMASTER OFFICE g TOTAL LAND DISTURBANCE AREA! 10 ACRES
(20' x 20') SHOWERS ANDzn BATHROOMS ENTIRE WORK AREA TO BE SURROUNDED BY SILT FENCE
FUEL STORAGE
415' TANKS HERTFORD HEIGHTS
PROPOSED t.
60'x100' HOUSING
vk UNIT (TYP.)
0�
X.)IL
r
'0 \61 HIGH STREET
N
+ +
S_
10. 41, W111T.
IS
CYPRESS W-
TREES. Iti
POND B X11
cr"
....... 404 WETLAND LINE -,PP SURFACE ARE Fj!I11
OUTLOW
0,
-------- 30' DCM BUFFER LINE 41 + 4, Al s 41 4.
NORMAL WATER LINE (NWL)
WETLANDS .... .. . ... ..
0.24 ACRE
BOAT RAMP EXCAVATION PROPOSED TOUNITS WNHOMES
fu -` = END OF OAT ti or 10
RAMP CONCRETE 17.472 SF
70
.9,
oo,
L
4,
BOAT RAMP CONCRETE
3
PRQPOS D HIGHCROUND ❑
-nON (55 CY)
PROPOSED EXCAVATION- EXCAVA
TO - -4.0' (50 Cu. YDS.)
BOAT RAIP
SPOIL CONTAINMENT AREA
POND C
SURFACE AREA 10019 SF
Lu
a-
PROPOSED TOWNHOMES
10 UNITS
17,472 SF
L
13 0-
cl.
DR�DGIE SPOIL LOCATION
NOTE: x �50 AREA WITH SILT FENCE • 80
TOTAL LAND DISTURBANCE AREA: 10 ACRES
CHURCH STREET
1- IMP
1,
SURROUNDED BY SILT FENCE m
WORK AREA TO BE
ENTIRE 51
DOWNTOWN HERTFORD
GRAPHIC SCALE
100 0 50 100 200
fun==
RACOON CREEK NQ,
IN FEET
1 inch = 100 ft.
06-008A
BY
OTHERS
DATT�
1 - 1
DRAWING FIL HERTFORD SAY 1! 1� 7 /06
PLO• SCAL'E',: 100'
N0. ["AT"' I
REVIS��ONS,'
11- L 10/5/07 'REVISED AS PER DCM COMMENTS DATED 9/24/07
1-I ------- _1_1 I
............
I
2 1 1/18/08 1 REVISED AS PER DCM COMMENTS DATED 11/19/07
3 i 6/27/13 i REVISED FOR CAMA MAJOR APPLICATION
4 8/6/13 REVISED AS PER DCM COMMENTS DATED 7/2/13
5 8/21/13 IREVISED AS PER DCM COMMENTS DATED 8/16/13
N.T.S.
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PO Bf"IX 3266 K IT _FY HAWK I�IDRIP CAF,'D_L11W',l
55E)' E`61­2965
Phone
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