20130920 Ver 1_CAMA Permit Application_20130829

Pat McCrory
Governor
Keel
FROM:
DATE:
SUBJECT:
�F 20130920
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Braxton C. Davis -_ John E. Skvada, III
�'' �-�� - Secretary
Director i o �S �` � �; �
u10 1 D)0 ci ,_:_ill r JU
Ms. Cyndi Karoly
Env. Biological Supervisor
Division of Water Quality Wetlands Unit
Doug Huggett
Major Permits Processing Coordinator
Coastal Management Division
400 Commerce Avenue
Morehead City NC 28557
27 August 2013
CAMA Application Review
APPLICANT: Roger and Connie Hudson
;- 3
a - Ian;_ - ; ALIT
Respond to Doug Huggett
Morehead City Office
PROJECT LOCATION: Project site is located off Ramp Road (SR 1228) and NC Hwy 94 off US Hwy
64 near Columbia adjacent the Scuppernong River in Tyrrell County, North Carolina.
PROPOSED PROJECT: Applicants propose to excavate a new 500' long by 200' wide upland
basin impacting ±0.47 acres of wetlands, with a new 285' long by 70' wide access channel
within the Scuppernong River, construct bulkhead, dock, and finger piers to create 28 slips
(including a barge slip), boat ramp with launch piers, gravel access, parking areas, and a building
with bathroom facilities.
Please indicate below your position or viewpoint on the proposed project and return this form by 16
September 2013. Please contact Kim Hedrick at 252- 948 -3936, if you have any questions regarding the
proposed project. When appropriate, in depth comments with supporting data are requested.
REPLY
Signed
This office has no objection to the project as proposed.
This office has no comment on the proposed project.
This office approves of the proposed project only if the recommended changes
are incorporated. See attached.
This office objects to the proposed project for reasons described in the attached
comments.
Date
943 Washington Square Mall, Washington, NC 27889
Phone: 252 - 946 -64811 FAX: 252 - 948 -0478 Internet- www.nccoastaimanagement.net
An Equal Opportunity 1 Affirmative Action Employer

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANTS' NAMES: Roger and Connie Hudson
2. LOCATION OF PROJECT SITE: Off Ramp Road (SR 1228) and NC Hwy 94 off US Hwy 64 near Columbia,
adjacent the Scuppernong River in Tyrrell County, North Carolina.
Photo Index -2006: 131 -6823: K8 2000: 131 -1537• K7 1995: 131 -1396: N14
State Plane Coordinates —X: 2,807,400 Y: 800,600 GPS Rover File: F081510A
Columbia West Quad (lower right comer)
3. INVESTIGATION TYPE: CAMA and D &F
4. INVESTIGATIVE PROCEDURE: Date of Site Visit — 15 August 2013
Was Applicant Present — Yes
5. PROCESSING PROCEDURE: Application Received —27 August 2013
6. SITE DESCRIPTION: Office — Washington
(A) Local Land Use Plan — Tyrrell County
Land Classification From LUP — Residential with sewer service & US 64 mixed use growth corridor (Land)
& conservation (water /wetlands)
(B) AEC(s) Involved: EW, PTA, ES, PTS
(C) Water Dependent: Yes
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing — None
Planned — Tyrrell County wastewater treatment system
(F) Type of Structures: Existing — Relic concrete building pad, 2 non - operating septic tanks, cemetery,
and dirt accesses.
Planned — Upland basin with bulkhead, dock & finger piers to create 28 slips,
building with restrooms, boat ramp with access piers, gravel access
& parking areas, & channel markers and no wake buoy in a new
basin access channel.
(G) Estimated Annual Rate of Erosion: 0'
Source — Applicant
7. HABITAT DESCRIPTION: [AREA]
DREDGED FTT J .F.D r)TTAR12
Vegetated Wetlands
20,604 ft2
Non - Vegetated
19,995 ftz (access channel)
1,820 ftz (ramp)
1,271 ft2 (pier shading)
Wetlands o en water
[L(B)
10,169 ft2 (man-made canal
320 ft2 ulkhead
ther (Uplands)
69,227 ft2
105,417 ft2 (gravel)
4,064 ftz (pervious dock
1,600 ft2 (building)
& ramp accesses)
211,631 ft2 (temporary)
(D) Total Area Disturbed: 10.2 acres (±446,118 ft2)
(E) Primary Nursery Area: No
(F) Water Classification: SC Open: NO
PROJECT SUMMARY: The applicants propose to excavate a new 500' long by 200' wide upland basin, impacting
±0.47 acres of wetlands, with a new 285' long by 70' wide access channel within the Scuppemong River, construct
bulkhead, dock, and finger piers to create 28 slips (including a barge slip), boat ramp with launch piers, gravel
access, parking areas, and a building with bathroom facilities

1%.09ci tutu k-onnie Hudson
Scuppernong River
Tyrrell County
Project Setting
Mr. Doug Dorman with Atlantic Environmental Consultants, LLC, -on behalf of Roger and Connie
Hudson, has submitted the attached application for a CAMA Major Permit to excavate a new 500' long 20
wide upland basin, impacting ±0.47 acres of wetlands, and a new 285' long by 70' wide access channe bwi 00'
the Scuppernong River, construct bulkhead, dock, and finger piers to create 28 slips (including thin
a
boat ramp with launch piers, gravel access, parking areas, and a building with bathroom facilities The e
project
site is located off Ramp Road (SR 1228) and NC Hwy 94 off US Hwy 64 near Columbia, adjacent
Scuppernong River in Tyrrell County, North Carolina. the
The applicants' property is a 30.61 -acre tract located on the south side of the Scu
approximately 1 mile west of downtown Columbia, just outside of the Town's extraterritorial jurisdiction River
The two dirt accesses for the tract are off Ramp Road (SR 1228) and a right -of -way off NC H (ETJe
property is primarily vegetated with upland WY 94. The
crops for the past few decades. Prior to its current agricultural use, the property had a camp have been in row
house and an in- ground pool in the late 1960's. The concrete slab from the old pool house with two b ed
abandon of
septic tanks, a well, and a small graveyard are the only structures currently on the property. The ±650,
shoreline length is natural with a wooded fringe that extends down the property lines and of
hardwood swamp finger exists near the middle of the roe a bottomland
the Scuppernong River with an adjacent upland spoil berm within this wetland finger. The eastern n s canal off
property has a wooded wetland shoreline that extends into the property to the east. A small man-made side of the
runs down the woods line on the eastern side of the property through the near shore wetlands and connects to
the Scuppernong River. There is undeveloped, wooded wetland and upland forest to the east and
industrial site to the west. The property west of the relic industrial site is developed b C Yp an abandoned
and a Wildlife Resources Commission (WRC) access on a canal off the Scuppern ng River. ress Cove Marina
The property is located on an oxbow of the river, which ranges from 950' to 1,700' wide from west to
east along the property shoreline. The high ground on the property has an elevation of approximately 3' above
normal water level (NWL) of the Scuppernong River. There is a documented archaeological site, TY6, on the
west side of the applicants' property. The Scuppernong River is classified SC by the Environmental
Management Commission and Joint Waters and Joint Anadromous Fish Spawning Area AFSA arine
F
by the isheries Commission and Wildlife Resources Commission. The Scuppernong River at(this location s clos d
to shellfishing.
Project Description
The applicants propose to excavate a new 500' long by 200' wide (10,000 ft2) upland basin, consisting f
20,604 ft2 (±0.47 acres) of wetlands, 10,160 ft2 of man-made canal bottom, and 69,227 ft of hi g
upland excavation will be done by an excavator sitting on land or on mats where necessary, 2 ground The
to removal of an earthen plug for connection to the river. The excavated material will b aul d by place
to an onsite 7,391 ft2 spoil containment area. A 285' long by 70' wide access channel is also being p
new excavation into the Estuarine Waters (EW), Public Trust Area (PTA) Area of Environmental Concern
(AEC) of the Scuppemong River, at connecting water depths of -10'. Average existing water depths near shore
are -2.5' and gradually deepen to -10' approximately 225' offshore on the west side of the property adjacent th
proposed basin and approximately 450' offshore on the east side of the property. The -10' contour will extend
through the entire access channel and up ±320 feet into the full width of the new basin where depths will
gradually decrease to -6' at the back end of the basin with -5' contour rounded comers to promote flushing. The
channel excavation will be conducted by a barge mounted excavator with a spoil containment structure
The

Roger and Connie Hudson
• Scuppernong River
Page 2 of 2
barge will be moved adjacent shore where the containment structure will be emptied by a backhoe, to a dump
truck, and moved to the designated onsite spoil area. Heavy equipment will be -used to - spread spoil material
over 174,240 ft2 of onsite uplands once dry.
The entire perimeter of the new basin and upland portion of Scuppernong River shoreline is proposed
bulkhead for a total of 1,554 linear feet, 320 linear feet of which will be located l' below NV,7L of the
Scuppernong River shoreline, resulting in 320 ft' of filling of EW, PTA AEC. In the middle of the south (back)
end of the basin, a 70' long by 26' wide boat ramp (1,820 ft2) with two 55' long by 6' wide launch piers (660 ft2
total), is proposed. There are 27 mixed use wet slips proposed on the west side of the basin and 1 barge slip
proposed on the east side of the basin, for a total of 28 slips. The western slips will be created by construction
of a 463' long by 8' wide (3,704 ft2) upland dock located immediately landward of the new basin bulkhead that
will connect to a total of 14 finger piers, tapered at the end, and a total of 40 associated tie pilings. The finger
pier sizes are as follows: 5 at 22' long by ±3' wide (280 ft2 total), 4 at 16' long by ±3' wide (176 ft2 total), and 5
at 12' long by ±3' wide (155 ft2 total). The barge slip is being proposed to moor a typical 150' long by 50' wide
barge against the bulkhead on the eastern side of the basin with no offshore dolphin clusters. Two new pile -
driven channel markers are proposed at the north end of the new channel and one no wake can buoy is proposed
approximately halfway down the length of the channel. These structures will be located at least 250' from the
upstream and downstream riparian property lines, and at least 0.4 miles from any structures in either direction.
The applicants propose a total of 496 linear feet of impervious gravel surface within 30' of NWL
(14,880 ft2) of the new basin for the boat ramp and barge terminal accesses. The proposed gravel access,
parking,' and turnaround areas will cover a total of 105,417 ft2 uplands, 40,698 ft2 of which will be located
within the 75' AEC of the basin and river. A 40' long by 40' wide (1,600 ft2) building with bathroom facilities
is proposed, partially located within the 75' AEC of the east side of the basin. The spoil containment area and
the graded out dried spoil material area totals 211,631 ft2 (4.6 acres) of temporary cover of grassy uplands.
Existing Tyrrell County water and sewer will be servicing the new marina development.
Anticipated Impacts
Total excavation within EW, PTA AEC will be 30,164 ft' ( ±8,289 yds3) of new channel in the
Scuppernong River and man-made canal off the river. Total wetland excavation, partially located within the ES
AEC, will be 20,604 ft' (±8,400 yds3). Therefore, total excavation of wetlands and open water areas for the
project is 50,768 ft' (1.17 acres). Total upland excavation, partially located within the ES AEC, will be 69,227
ft2 ( ±32,347 yds3) to create the basin. Total fill within the EW, PTA AEC of Scuppernong River.will be 320 ft2
( ±12 yds3) for river front bulkhead. Total fill within EW, PTA AEC of the new upland basin will be 1,820 ft2
for the boat ramp. Total shading within EW, PTA AEC of the new upland basin will be 1,271 ft2 for the finger
piers. Total upland fill for the impervious gravel areas and the building will be 107,017 ft2, 44,248 ft2 of which
will be located within the 75' AEC of the new basin and river, resulting in 20.2% impervious surfaces within 75'
ES AEC, and 8% impervious surfaces over the entire project site. Total upland land disturbance will be
211,631 ft2 for spoil area containment and spreading once dry, and total upland shading by a pervious upland
dock and ramp launch piers, the majority of which will be located within 30' of the new basin, is 4,064 W.
Kimberly Hedrick — 27 August 2013

ICM
AUG 9. 7 2013
PROJECT NARRATIVE
CAMA MAJOR PERMIT — Barge Landing Marina - K
Columbia, Tyrrell County
July 23, 2013
Revised August 21, 2013
LOCATION OF PROJECT:
The proposed project is located within a mixture of commercially developed and
residentially developed properties. The subject property is located adjacent to Ramp
Road (SR 1228) off NC Hwy 94, located at approximate latitude 35 055'05 "N and
longitude 76 016'28 "W, adjacent to the Scuppernong River, in Tyrrell County, North
Carolina.
SUBJECT SITE PROPOSED FOR DEVELOPMENT:
The 30.61 acre subject site is comprised of 28.77 acres of uplands and 1.8 acres
(28,794 s.f.) of U.S. Army Corp of Engineers (USACE) jurisdictional Section 404
wetlands. The US Army Corp of Engineers jurisdictional Section 404 wetlands within the
30.61 acre subject property were delineated by US Army Corp of Engineers, Josh
Pellitier, during the Spring of 2013. The 30.61 acre subject property mostly comprises of
undeveloped agricultural farm fields. A portion of the 30.61 acres consists of mature
forested area with an approximate 20`x 500' manmade farm ditch intersecting the west
Section 404 wetland area and an approximate 30' x 380` manmade ditch connecting to
the east Section 404 wetland area. This site supports Altavista soils, which is classified
as P1, Prime Farmland and Dorovan muck which wetness is the main limitation for
agricultural uses (phone conversation with James Munden, Pasquotank County Soil &
Water Conservation). The upland portion of the 30.61 acre subject property gradually
slopes from a three foot elevation to a two foot topography drop to the Scuppernong
River, and less than a foot topography drop within the west manmade ditch and
northeast corner of the property where Section 404 wetlands connect to the
Scuppernong River. An existing manmade canal is located on the east side of the 30.61
acre subject property, which connects to the northeast Section 404 wetlands, which
connect to the Scuppernong River. The subject site is located on the Scuppernong
River, which comprises of Public Trust Waters and is directly connected to Bulls Bay and
the Albemarle Sound. According to the Wildlife Resource Commission and Marine
Fisheries Commission, the Albemarle Sound is classified as Coastal fishing waters, and
the Scuppernong River is classified as Joint waters. The stream classifications for the
Scuppernong River from the mouth of Rider Creek to Bull Bay is classified as SC. The
Scuppernong River is within the Pasquotank River Basin. The 30.61 acre subject
property currently has access from Ramp Road (SR 1228), and Hwy 94 (18' easement).
Currently the 30.61 acre subject property is undeveloped, therefore wastewater is not
currently generated on this site. Central water and sewage is currently provided by
Tyrrell County Municipalities, which will be available and utilized by the proposed Barge
Landing Marina once construction takes place. According to Shellfish Sanitation,
shellfish harvesting is closed to Scuppemong River. The substrate in the Scuppernong
River in the vicinity of the project site is a hard bottom dominated by dense hard clay.
The Scuppernong River is a recreational and commercial fishery with white perch, yellow
perch, spot, catfishes, croaker, river herring, blueback herring, alewife and blue crabs.

(project narrative - -Barge Landing - Marina .--pg. 2)- -
The Scuppernong River and the Albemarle Sound are both recreational and commercial
fisheries. A gillnet fishery is within Bulls Bay. Crab pots and gill nets are used by
commercial fisheries to catch fish "in season" such as croaker and perch within the
Scuppernong River. The Scuppernong River has been documented by N.C. Division of
Marine Fisheries as spawning and nursery areas for blueback herring and alewife
According to NC Marine Fisheries, this area supports stripe bass, which is an
anadromous fish, and anadromous fish spawning ends in June. On According to NC
Marine Fisheries a moratorium on dredging in this area is from February 15th through
September 30`t'. Ron Sechler with the National Marine Fisheries Service was contacted
(documented conversation on 9- 16 -05) to determine whether the Scuppemong River
had been identified as an area of Essential Fish Habitat (EFH). The Federally managed
species listed by Mr. Sechler are: red drum, bluefish, summer flounder, brown shrimp,
white shrimp and pink shrimp Since these species have not been identified within the
Scuppernong River it is not classified as a Primary Nursery Area (PNA) or considered as
an Essential Fish Habitat (EFH). Wildlife and Natural Vegetation --The Division of Parks
and Recreation, Natural Heritage Program was previously contacted in 2005 to examine
whether threatened or endangered flora or fauna species exist at a project site % mile
from the subject parcel (Cypress Retreat). The response stated The Natural Heritage
Program has no record of rare and endangered species, significant natural communities,
or priority natural areas at the site or within a mile of the site. Site observations by AEC
concluded that there were no species identified within the project area that are listed in
the rare and endangered species list for Tyrrell County.
PROJECT DESCRIPTION:
This CAMA major application is being prepared for marina development, which will allow
deep water access for recreational and commercial purposes within the Scuppernong
River and Albemarle Sound. The proposed marina (Barge Landing Marina), includes the
construction of 27 boat slips with 14 finger piers, 1 barge landing, shoreline bulkheading,
walkways, upland and wetland excavation for boat basin construction and new dredge to
access the Scuppernong River and Albemarle Sound. The upland portion of the
property will be developed with a gravel access road from Ramp Road (SR 1228), with
two cul -de -sac's and parking (16,407 sf), a concrete boat ramp (390 so, a building with
restrooms (1,600 sf), wood walkways ( 3,704 sf), shoreline bulkhead (1,554 U.). The
proposed marina development will allow the import of materials to be transported by
commercial barge to the subject property, which will be transported off site for residential
and commercial uses.
New dredge is proposed for the marina project to include dredging out from the shoreline
(NWL) 285 feet at a width of 70 feet (19,950 s.f.) and a 200'x 500' basin will be
excavated on the landward side of the normal water level. The excavation of the boat
basin will take place first starting from the south end of the basin to a depth of -6.0 feet
and working toward the north to a depth of -10.0 feet. The 10' contour will extend into
the basin 300' to accommodate the barge and taper up to a depth of -6' at the bulkhead
to allow adequate flushing in the basin. The excavated material will be placed in dumps
trucks and brought to the spoil disposal area located on the south end of the property.

(project narrative - Barge Landing Marina - pg. 3)
Prior to any excavation in the Scuppernong River a plug will remain at the north end of
the basin until the basin excavation is complete to prevent sediment
runoff into the river. After the boat basin is constructed, the plug will be removed and the
boat basin will be connected to the Scuppernong River. The new channel will be
dredged 70' wide, extending 285' feet to meet the -10.0 foot natural contour within the
Scuppernong River. After construction of the boat basin and new channel, construction
of the proposed 27 boat slips will be constructed within the boat basin which will include:
(9) 15' x 25' boat slips, (8) 17'x 35' boat slips, and (10) 19'x 45' boat slips, which
includes the construction of 14 finger piers (5) 56 s.f. each, (4) 44 s.f. each, and (5) 31
s.f. each. The barge landing will be 50'x 300' on the east side of the basin.
Proposed disturbance within Section 404 wetlands includes excavation in wetlands
(0.47), which includes a portion of the boat basin construction. Boat basin construction
includes the excavation of high ground (69,227 s.f.) and excavation in wetlands (20,604
s.f.) = 29,700 cubic yards of excavated material. A spoil containment area 174,240 s.f.
(4.0 ac) with a capacity of 38,000 cubic yards will be located on the subject property to
contain the excavation /dredge spoil. Once excavation and new dredge has taken place,
spoil material contained in the spoil containment area will be spread and graded on the
existing farm fields using a dump truck, front end loader and dozer. Area of disturbance
for spoil material dispersal is approximately four (4) acres. No fueling facilities proposed
for this project, since an existing fueling facility is located approximately 0.1 nautical mile
downstream from the proposed marina (Cypress Cove Marina).
The proposed marina includes dockside power, potable water, lighting, restrooms
located on uplands, a boat ramp, parking and two cul -de -sacs for trailer turn around. The
fueling facility is located approximately 0.1 nautical mile downstream within the Cypress
Cove Marina. Since this fueling facility is adjacent to the proposed marina, there is no
need to propose a fueling station.
Impervious surfaces proposed for upland development for property include: gravel
access road, gravel parking, concrete boat ramp, storage /restroom building, totaling
107,017 square feet of impervious surfaces.
Once approved and constructed, a "NO WAKE" bouy will be moored into the sediment,
out 400' from the shoreline, outside the proposed new dredge (285' x 70'), and four 6 "x
6" timber posts channel markers with green and red reflective tape will be placed on both
sides of the access channel (2 posts on each side) to provide a visual aid for
recreational boaters ingress and egress to the new channel.
The following permits were obtained for the property: A previous CAMA Minor Permit
issued to Roger Hudson on an undetermined date for upland disturbance within the
AEC. Sedimentation and erosion control plan or stormwater plans have not been
submitted at this time.

(project narrative - Barge Landing Marina - pg. 4)
PURPOSE OF THE PROJECT: - -- — - - -- -- - - --
The purpose for the proposed activity is to allow the opportunity for recreational and
commercial dockage and access to the Scuppernong River and Albemarle Sound, and
to also provide deep water access for barged material to be transported to the subject
property for transportation off site. Currently there is limited public access and dockage
within the Scuppernong River, and limited access for barged materials. According to
Tyrell County tax records the vicinity of the proposed project comprises of commercially
developed, agriculture, and residentially developed properties. There is limited public
access and dockage within the Scuppernong River. The closest public boat ramp from
this project is the Wildlife Resource Commission Public Boat Ramp located adjacent to
the subject property west of Ramp Road (SR 1228). Parking at this public boat ramp
facility is limited and boat lengths proposed for this project would be difficult and unsafe
to trailer and launch beyond 25' in length. The closest marina to the subject property is
the Cypress Cove Marina located approximately 0.2 miles downstream from the subject
site with approximately 50 boat slips, a pump -out and fueling facilities.
FIELD MEASUREMENTS:
Prior to this application, the property owner /applicant, Roger Hudson conducted a
scoping meeting along with Quible Assoc. to include staff representing N.C. Division of
Coastal Management, N.C. Division of Water Quality, N.C. Marine Fisheries, NC Wildlife
Commission (via phone), NC Division of Water Quality, and the US Army Corp of
Engineers at the NC Washington office on March 14, 2013 to discuss the proposed
construction of the marina.
The platted US Army Corp of Engineers jurisdictional Section 404 wetlands were
delineated and approved by US Army Corp of Engineers, Josh Pellitier in the Spring of
2013.
Water depths and SAV study were surveyed by Quible Associates staff August 2012.
Submerged Aquatic Vegetation (SAV) study was conducted by NC Marine Fisheries in
the Spring of 2013. According to the NC Marine Fisheries staff, no submerged aquatic
vegetation (SAV's) was identified within the proposed new dredge or outside the
proposed new dredge area. Existing water depths do not exist within the proposed 28
boat slips, since the proposed slips are located within uplands and a less than an acre of
wetlands (0.47 ac.). The proposed dredge in uplands and wetland for the boat basin will
slope from -6.0' to a maximum water depth of -10.0 feet at the entrance to the
Scuppemong River. The proposed docking facility will provide docking for 18' to 50'
length boats and the barge to be temporarily docked at the barge terminal location.

(project narrative - Barge Landing Marina - pg. 5)
DETAILS FOR OPEN WATER DISTURBANCE AND IMPACTS:
Proposed structures within Public Trust Waters,
Finger Piers (5 @ 56 s.f. each) ......... ............. ............................280 s.f.
(4 @ 44 s.f. each ) ........................... ............................176 s.f.
(5 @ 31 s.f. each) ......................... ............................155 s.f.
Boat ramp piers 2 (6'x 55' s.f. each) ......... ........ ............................660 s.f.
Total s.f. of structures proposed within Public Trust Waters ............ 1,271 s.f.
Total fill within Public Trust Waters (below NWL):
Boat ramp (concrete w /crush & run base) (26' x 70' within open water) ..............1,820 s.f.
30 FOOT BUFFER DISTURBANCE AND IMPACTS:
BoatRamp (26'x30') .................................... ............................... 780 s.f.
Gravel access to barge terminal (30'x 470') ......... .........................14,107 s.f.
Wood slatted walkway (8'x 463') ................ ............................... 3,704 s.f.
Boat ramp wood slatted walkway 2 (6'x 30') .. ............................... 360 s.f
Total proposed construction /disturbance within the 30' Buffer ....... 18,951 s.f.
TOTAL PROPOSED IMPACTS AND DISTURBANCE WITHIN 75' AEC:
(Total area of AEC on the subject property 219,289 s.f.)
Gravel access and cul -de -sacs .................... ............................. 40,698 s.f.
Building proposed (40'x 40') ....................... ............................... 1,600 s.f.
Boatramp (26'x 75') ............. ............................... ..........................1.950 s.f.
Total construction /disturbance within the 75' AEC .........................44,248 s.f.
Total % of impervious surfaces proposed in 75' AEC....... 20.2%
WETLAND IMPACTS:
No Impacts proposed within coastal wetlands.
Impacts proposed in USACE jurisdictional wetlands includes
excavation in wetlands for a portion of the proposed boat basin ........ 0.47ac
WETLAND MITIGATION:
Proposed wetland mitigation will include a conservation easement at a 10:1 ratio.
UPLAND DISTURBANCE:
Gravel access, parking and turnaround ........................ ........... ....... 105,417 s.f.
Building (storage and restrooms ) . ...... ........ .................... .. .................. 1,600 s.f.
Spoil containment area .................. ......... ............................................ 37,391 s.f.
Excavation in high ground for basin ..... ........................... .... ............... 69,227 s.f.
Graded area of the dispersal of spoil material (approx. 4 ac) .................. 174,240 s.f.
Total area of upland disturbance (8.9 ac) ................ ........................387,875 s.f.
EXCAVTION IMPACTS IN SCUPPERNONG RIVER:
Access chanell ( 70' x 285') ........ ............................... .........................19,995 s.f.
EXCAVTION IMPACTS OF MAN -MADE CANAL ................ .........................10,169 s.f.

180 UP-1
APPLICATION for
Miler Nevelopmot Formil — -- - — - --
(last revh;ed 12J27106)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant Landowner Information
Business Name
None
Project Name (if applicable)
Hudson Barge Landing & Marina
Applicant 1 First Name
Roger & Connie
MI
Last Name
Hudson
Applicant 2 First Name
MI
Last Name
If additional applicants, please attach an additional page(s) with names listed
Mailing Address
PO Box
300
City
Columbia
State
NC
ZIP
27925
Country
USA
Phone No
252 - 796— 7490 ext
FAX No
- -
Street Address (if different from above)
City
State
ZIP
Email
N/A
2. Agent/Contractor Information
Business Name
Atlantic Environmental Consultants, Llc
Agent/ Contractor 1 First Name
MI
Last Name
Doug
A
Dorman
Agent/ Contractor 2 First Name
MI
Last Name
MaVmg Address
PO Box I
City
State
P.O. Box 3266
Kitty Hawk
NC
ZIP
Phone No 1
Phone No 2
27949
252 - 261 - 7707
ext
252 - 599 - 2603 ext.
FAX No
Contractor #
252 261 2965
Street Address (if different from above)
City
State
ZIP
Email
dougdorman @myembargmad.com
<Form continues on back>

Form DCM MP -1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple) ---- - -
_Street Address
702 linear feet
Tyrell
Access off Ramp Road (SR 1228) off NC 94
NC 94
Subdivision Name
City
State
Zip
None
Columbia
NC
27925-
Phone No
Lot No (s) (if many, attach additional page with list)
252 - 796 - 7490 ext
N /A, I I ,
a In which NC river basin is the project located?
b Name of body of water nearest to proposed project
wp
Scuppernong 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
Albemarle Sound
e Is proposed work within city limits or planning jurisdiction?
f If applicable, list the planning jurisdiction or city limit the proposed
®Yes ❑No
work falls within
Town of Columbia
4. Site Description
a Total length of shoreline on the tract (ft)
b Size of entire tract (sq ft.)
702 linear feet
1,333,244
c Size of individual lot(s)
d Approximate elevation of tract above NHW (normal high water) or
VA, I I
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
3' ❑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, Greenbnar, Poison ivy, Grape Vine.
f Man -made features and uses now on tract
Cemetary, 2 - 1,000 gallon septic tanks
g Ide My and describe the existing land uses adiacent to the proposed project site
Agruculture, Residential, and Commercial
h How does local government zone the tract?
i Is the proposed project consistent with the applicable zoning?
There is no zoning
(Attach zoning compliance certificate, if applicable)
❑Yes ❑No ®NA
I Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ®No
k Has a professional archaeological assessment been done for the tract? If yes, attach a copy ❑Yes ®No ❑NA
If yes, by whom?
I Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes ®No ❑NA
National Register listed or eligible property?
<Form continues on next page>

Form DCM MP -1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m (i) Are there wetlands on the site? ®Yes []No
(ii) Are there coastal wetlands on the sde7 — _ _ _ _ r1Ye s _ ®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
Central wastewater available from Tyrrell County
o Describe existing drinking water supply source
Public water supply
p Describe existing stone water management or treatment systems
None
S. 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 protect when complete
The propsosed marina will be used by commercial fiherman, recreational boaters, and contractor to haul material from barge
landing.
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
Basin and channell will be dredged with an excavator and dump trucks will haul material to disposal area boat slips will be
constructed using a barge and hydraulic pump to jet pilings and hand tools for framing. The Equipment to be stored onsite
during construction. Biulding to be constructed with conventional framing practices.
d List all development activities you propose
Construction of a boat basin with 27 slips, a barge landing, boat ramp, parking area, and 40' x 40' buiding.
e. Are the proposed activities maintenance of an existing project, new work, or both? New
f What is the approximate total disturbed land area resulting from the proposed project') 11,9
pSq. 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 Descnbe location and type of existing and proposed discharges to waters of the state
Although storrnwater runoff will be directed away from the proposed basin there will be some surface runoff as discharges to
waters of the state
i. Will wastewater or stofiriwater be discharged into a wetlands ❑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
<Fonm continues on back>

Form DCM MP -1 (Page 4 of 4)
APPLICATION for
Mayor Development Permit
6. Additionallnformation
In addition to this completed application form, (MP -1) the following items below, d applicable, must be submitted in order for the application
package to be complete Items (a) - (0 are always applicable to any major development application Please consult the application
instruction booklet on-how to properly-prepare - the- required4tems -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 mad 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 Morns & Wanda Pritchett Phone No
Address PO Box 719, Columbia, NC 27925
Name Sven & Karen Dietrich, c/o Lwtgaurd Dietrich Phone No
Address 7901 Kentbury Drive, Bethesda, MD 20814
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
CAMA Minor Permit to Roger Hudson for AEC disturbance
h Signed consultant or agent authorization form, if applicable
i. Wetland delineation, if necessary
j A signed AEC hazard notice for projects in oceanfront and inlet areas (Must be signed by property owner)
k A statement of compliance with the N C Environmental Policy Act (N C G S 113A 1 -10), if necessary If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act
7. Certification and Permission to 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
I further certify that the information provided in this application is truthful to the best of my knowledge.
Date _7/22/13
Print Name _Doug Dorman, Consultant
Signaturei,��t�r -� —�--
Please indicate application attachments pertaining to your proposed project.
®DCM MP -2 Excavation and Fill Information ❑DCM MP -5 Bridges and Culverts
®DCM MP -3 Upland Development
®DCM MP-4 Structures Information

Form DCM NIP.2
EXCAVATION and FILL
(IExcqMt for briidges_and -cu vents)
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
9. EXCAVATION
a Amount of material to be excavated from below NHW or NWL in
cubic yards
t 4,900 cubic yards - channel excavtion
UL-11W SAIL Canal
c (Q Does the area to be excavated include coastal wetlands/ 'marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected
❑CW ❑SAV ❑SB
OWL 20.604 ❑None
(ii) Describe the purpose of the excavation in these areas
Area to be excavated to create boat basin
2. DISPOSAL OF EXCAVATED MATERIAL
a Location of disposal area
disposal area on property, see attached drawing
c (Q Do you claim title to disposal areal
®Yes []No []NA
(u) 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
00 Describe the purpose of disposal in these areas
❑This section not applicable
b Type of material to be excavated
Sand and silt
d High- ground excavation in cubic yards
32,347 cubic yards
❑ This section not applicable-]
b Dimensions of disposal area
Approximetely 270'x 780'
d 0) Will a disposal area be available for future maintenance?
®Yes []No ❑NA
(n) If yes, where?
Same location
f 0) Does the disposal include any area in the water?
[]Yes ONO ❑NA
(u) If yes, how much water area is affected?
Access
Channel
Chan el
Other
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
(excluding
NWL
Breakwater
shoreline
Length
stabilization
500'
70'
Width
P285'
200'
26'
Avg. Existing
Depth
-0 5'
0'
NA
Final Project
-6' to -10'
HNA
Depth
-10'
-8' avg
-6'
NA
9. EXCAVATION
a Amount of material to be excavated from below NHW or NWL in
cubic yards
t 4,900 cubic yards - channel excavtion
UL-11W SAIL Canal
c (Q Does the area to be excavated include coastal wetlands/ 'marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected
❑CW ❑SAV ❑SB
OWL 20.604 ❑None
(ii) Describe the purpose of the excavation in these areas
Area to be excavated to create boat basin
2. DISPOSAL OF EXCAVATED MATERIAL
a Location of disposal area
disposal area on property, see attached drawing
c (Q Do you claim title to disposal areal
®Yes []No []NA
(u) 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
00 Describe the purpose of disposal in these areas
❑This section not applicable
b Type of material to be excavated
Sand and silt
d High- ground excavation in cubic yards
32,347 cubic yards
❑ This section not applicable-]
b Dimensions of disposal area
Approximetely 270'x 780'
d 0) Will a disposal area be available for future maintenance?
®Yes []No ❑NA
(n) If yes, where?
Same location
f 0) Does the disposal include any area in the water?
[]Yes ONO ❑NA
(u) If yes, how much water area is affected?

3. SHORELINE STABILIZATION ®This section not applicable
(If development is a wood groin, use MP -4 — Structures)
a , yv� WV — VIV1111c otauwcauvn D Len9in I 0q9
®Bulkhead ❑Riprap ❑Breakwater /Sill ❑Other Width 1'
c Average distance waterward_of NHW-or_NWL_a' —__ _ —d — Maximum- distance .waterward -of-NH r- lM. 1'
e Type of stabilization material
Wood and vinyl
g Number of square feet of fill to be placed below water level
Bulkhead backfill 320 sf Riprap
Breakwater /Sill Other
I Source of fill material
Trucked in from local mine site
f (i) Has there been shoreline erosion during preceding 12
months?
❑Yes ®No ❑NA
(u) If yes, state amount of erosion and source of erosion amount
information
h Type of fill material
Sand
Z. OTHER FILL ACTIVITIES ®This section not applicable
(Excluding Shoreline Stabilization)
I (i) WIII fill material be brought to the site? ❑Yes ❑No ❑NA b (i) Will fill material be olaced in coastal wetlands /march MM
If yes,
(u) Amount of material to be placed in the water
(iii) Dimensions of fill area
(iv) Purpose of fill
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected
❑CW ❑SAV ❑SB
OWL ❑None
(ii) Describe the purpose of the fill in these areas
5. GENERAL
a How will excavated or fill material be kept on site and erosion b. What type of construction equipment will be used (e g , dragline,
controlled? backhoe, or hydraulic dredge)l
The entire work area will be surrounded by sift fence to prevent Back hoe and excavator
runoff Proposed basin will be bulkheaded to prevent erosion of
excavated banks and sediment from entering newly excavated
basin
c (i) WIII navigational aids be required as a result of the project? d. (i) WIII wetlands be crossed in transporting equipment to project
Oyes ❑No ❑NA site? ❑Yes ®No ❑NA
(n) If yes, explain what type and how they will be Implemented (ii) If yes, explain steps that will be taken to avoid or minimize
6 "x6" timber post installed at entrance to proposed channell environmental impacts
7/23/13
Date
Hudson Barge Landing & Marina
Project Name
Authorized agent - Doug Dorman
Applicant Name

Apph nt Signature

Form DCM MP -3
UPLAND DEVELOPMENT
(Construction and /or -land disturbing - activities) - - - - -- - — — - -- =- — -
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP -1 Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information
GENERAL UPLAND DEVELOPMENT
a Type and number of buildings, facilities, units or structures
proposed
One 40'x40' building with bathroom facilities
c Density (give the number of residential units and the units per
acre).
1 unit per 30.61 acres.
e If the proposed protect 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
(Q If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
Oyes ®No ❑NA
(it) 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.
20.2%
1 Give the percentage of the entire tract to be covered by impervious
and /or built -upon surfaces, such as pavement, budding, rooftops,
or to be used for vehicular driveways or parking.
8%
I Describe proposed method of sewage disposal
Central wastewater from the Tyrell County,
I Describe location and type of proposed discharges to waters of the
state (e g., surface runoff, sanitary wastewater, Industrial/
commercial effluent, "wash down" and residential discharges)
Surface runoff
b Number of lots or parcels
1
d Size of area to be graded, filled, or disturbed including roads,
ditches, etc
519,480 square feet, 11.9 acres
f List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces
Concrete, asphalt, 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 revrew7
[]Yes ®No ❑NA
(ii) If yes, list the date submitted
k Have the facilities described in Item (i) received state or local
approval?
®Yes []No ❑NA
If yes, attach appropriate documentation
m Does the proposed project include an innovative stormwater
design?
[]Yes ®No ❑NA
If yes, attach appropriate documentation

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
7/22/13
Date
Hudson Barge Landing & Marina
Project Name
Roger Hudson
Applicant Name
Agent - Doug Dorman 21 p ��q ✓ ,.�, /
Applicant Signature
n (i) Will water be impounded? ❑Yes ®No ❑NA
(u) If yes, how many acres?
p If proposed development is a subdivision, will additional utilities be
installed for this upland development?
[]Yes []No ®NA

Form DCM MP 4
STRUCTURES
4Construction within - Public- 'trust Areas) - -- - - -- - - - -- — -- - - - -- -
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP -1 Be sure to complete all other sections of the Joint
Application that relate to this proposed project Please include all supplemental information
1. DOCKING FACILITY /MARINA CHARACTERISTICS
a (i) Is the docking facility /manna
®Commercial ❑Public/Government ❑Private /Community
c (i) Dock(s) and /or pier(s)
(n) Number
2, ramp piers
(w) Length
55'
(iv) Width
6'
(v) Floating
[]Yes ®No
e (i) Are Platforms included? ❑Yes ®No
If yes
(n) Number
(w) Length
(w) Width
(v) Floating ❑Yes ❑No
Note Roofed areas are calculated from dnplrne dimensions
g (i) Number of slips proposed
28
(u) Number of slips existing
0
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 (1) Will the facility have tie pilings?
®Yes ❑No
(iQ If yes number of tie pilings?
40
❑ This section not applicable
b (Q Will the facility be open to the general public?
®Yes []No
d. (i) Are Finger
If yes
(u) Number
(w) Length
(iv) Width
(v) Floating
Piers included? ®Yes []No
14
22'. 16'. 12'
T max
[]Yes ®No
f (i) Are Boatlifts included? ❑Yes ®No
If yes
(u) Number
(w) Length
(w) Width
h Check all the types of services to be provided
❑ Full service, including travel lift and /or rail, repair or
maintenance service
❑ Dockage, fuel, and marine supplies
® Dockage ( "wet slips ") only, number of slips 28
❑ Dry storage, number of boats
® Boat ramp(s), number of boat ramps 1
❑ Other, please descnbe-
I Describe the typical boats to be served (e g , open runabout,
charter boats, sad boats, mixed types)
Mixed type
1 (1) Will the facility be open to the general public?
®Yes []No

2. DOCKING FACILITY /MARINA OPERATIONS QThis 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 bathroom facilities
O Showers
® Boatholdmg tank pumpout, Give type and location Pump out located at the end of wafway on west side of basin.
b Describe treatment type and disposal location for all sanitary wastewater
connected to central wastewater system
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
e (i) Give the location and number of "No Sewage Discharge" signs proposed
A sign will be posted on the entrance to the basin
(u) Give the location and number of " Pumpout Available" signs proposed
Two signs located at the mid point of the slips and at the pump out 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 Two channell markers located at the entrance to the channell
and 1 no wake buoy located halfway down channel
Give the location of fuel - handling facilities, and describe the safety measures planned to protect area water quality
No fuel facilities
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?
The proposed basin will slope from a 6 foot water depth to 10 foot towards the river. The predominate northeast and
southwest winds will provide adequate flushing of waters in and out of the basin
I. If this project is an expansion of an existing marina, what types of services are currently provided?
NO

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 ®No
o Is the marina /docking facility proposed within or adjacent to coastal wetlands /marsh (CW), submerged aquatic vegetation (SAV), shell bottom
(SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected
❑CW ❑SAV ❑SB
OWL 20.604 []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 ❑Public/Govemment ❑Private /Community
(u) Number
(iii) Length
(iv) Width
Note Roofed areas are calculated from dnphne 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
(n) Length
(m) Width
5. BREAKWATER (e g., wood, sheetpile, etc.) ®This section not applicable
a Length b Average distance from NHW, NWL, or wetlands
c Maximum distance beyond NHW, NWL or wetlands
S. MOORING PILINGS and BUOYS ®This section not applicable
a is the structure(s)
❑Commercial ❑Public/Government ❑Private /Community
c Distance to be placed beyond shoreline
Note This should be measured from marsh edge, if present
e Arc of the swing None
7. GENERAL
b Number
d Description of buoy (color, inscription, size, anchor, etc )

a Proximity of structure(s) to adjacent riparian property lines
Channel markers are 289' to the east and 250' to the west
Note For buoy or moonng piling, use arc of swing including length
of vessel
c Width of water body
1,365'
e (1) Will navigational aids be required as a result of the project?
®Yes ❑No []NA
01) If Yes, explain what type and how they will be implemented
Two wood pilings located at channel entrance.
b Proximity of structure(s) to adjacent docking facilities
No structures adtacant to project.
d Water depth at waterward end of structure at NLW or NWL
10"
8. OTHER
a Give complete description ❑This section not applicable
A 8x463' wooden slatted walkway is proposed on the landward side of the propsed bukhead down the western shoreline of the
basin to connect to the finger piers.
7/22/13
Date
Hudson Barge Landing & Marina
Project Name
Roger Hudson
Applic nt Name
l
Apple iature

20130920
CROSS SECTION B "--B"
N.T.S.
CAMA MAJOR DETAILS
HUDSON BARGE LANDING AND MARINA
COLUMBIA — TYRELL COUNTY — NORTH CAROLINA
NTS 0o NTS NTS NTS /7 ZNK1f0N#Z -NT,4L CONSULTANTS, LL C
GRAPHIC SCALE 1 °= NTS P. 0. BOX 3266, K /TTY 11,4# � N. C. 279 9
252)261 -7707, e-mail ro olorrnan69ao%com
DATE: 8/12/13 REVISED: FILE: 13 -000 DRAWN BY. DAD

PROPOSED CHANNEL-**,,,
MARKER
DREDGE CROSS SECTION A —Asp
N. T. S.
3/4"X18' TIE RODS
10- ON CENTER W/
TURN BUCKLES
GALVANIZED
�- RLTER CLOTH
SHEATHING LAPPED
OR TONGUE AND GROOVE
THIS CROSS SECTION IS TO BE USED FOR
PLANNING PURPOSES ONLY.
BULKHEAD CROSS SECTION
N.T.S.
X-laml
mz=m
X•10.001
PROPOSED CHANNEL
MARKER
x-iam
`7- ✓ / C UINIIAIG, jTY�W- --loAr
lu i
x - few.
4—
x 40' / ,
-jaw X-zw
'j,
--jaw, 4,'
X-40
777 -7 7 -7,
V 7 7
x-
I'm - 8
X-4m,
x
4.m, coo x
C—,NO-WAKE, au
-C HANN ('�,-VARKERS-
T x -2 -Wl T --R't
H a
0
---x .—REFLEME
AMR
x W-285Wib!--
PR-O X-M,
RO�ED -RED`G"tGF(�NNft �—1 — --- ✓ -- --
D
_71 E� H ��JD
NIT" x-eaw,Ta DEI�
& x x Tv-1
S A PUT DlrrRJTCH
(1) PROPOSED PUMP OUT
✓ LOCATION AND SIGN X -,Pw� X�-
X, 4
(10) 19'x45'
.. . .......
SLIPS
..........
04
-404
PROPOSED WALKWAY FlGSED--BUL4-&,D"
4LKWAY 8' X 463' 26
x
25
(27) 1 O'x2O' Y �-L
i'll-,
r., - - : - J
PARKING SPACES 24
x4m
21 j.._.,1
::x
20
(8) 17'x35' e � I., � t
SLIPS 19 X
"
(1) PUMP OUT SIGN 16 200%
-x-u \. . - %` � x
rte HIGH GROUND PROPOSED
gt
BARGELAN
ad
EXCAVATION DING
J
(9) 15'x25' ti cj
SLIPS aw wk&;uos,
T K- I
p- - -�>l
00
JVIF
-ON 0, . . . . . MOMS it A710A PRITCHEYT
THIS CROSS' SECTION IS TO BE USED FOR APPROAXUE LVCATI -
5T
t TRUS
Ap. �'q KUST0V 1,000 GAL SEPTIC . . . . . .
PLANNING PURPOSES ONLY.
DB 14 .5, PC 274
TAA?K5 TO BE REMOPED
PROPOSED ... . . . . . .
ff'- ��
BULKHEAD & WALKWAY Cl"ZOSS SECTION 4-li 1-1 .1 OPO ED WETLAND
SWALE
PROPOSED
N.T.S. "I Y -
TIMPAC S (0.47 AC) '19
-40'x4O'
BUILDING
I-e . . . . . .
PROPOSED x. .
70' CONC. .... 70'
BOAT RAMP ' A
y
SYNTHETIC FILTER FABRIC (TYP)
PROPOSED BOAT RAMP k,�,,
FASTENED TO STEEL POSTS WITH WIRE TIES
WALKWAYS 2 ®6 'X55' 0'
NIP
OVER NWL & 2 0 6'X30'
STEEL FENCE POST
IN 30' BUFFER
CTmTm?y
NTS
LEGEND
T-
r
4
� (n PROPOSED TRAILER TURN
AROUND & STAGING
j
/4-
"OMPACTED FILL TRENC7'
(4" WIDE x 8" DEEP)
BURY FABRIC 8"
DREDGE SPOIL
CONTAINMENT AREA
ju
\,—PROPOSED
SWALE
BOAT RAMP CONCRETE
70' BELOW NWL
LIMITS OF DISTURBANCE
Ck
-3.0 EXISTING WATER DEPTHS q:
EXISTING ELEVATIONS r cv j I
PROPOSED SLIP NUMBERS
SHORELINE
----- _.r_-- _.--- _- __- -_ - - -_ 30' BUFFER LINE
75' AEC LINE j
- - - - - - - - SILT FENCE LIMITS OF DISTURBANCE
j
'S
PROPOSED GRAVEL
t
j,
PROPOSED 404 WETLANDS TO BE EXCAVATED (0.46 ACRES) "I - - - ® - - - - - - - ® -
100' 0
•RAWNG HUDSON CAMA
PLOT SCAI,..E-. loo,
PROPOSED CONCRETE BOAT RAMP
EXISTING DITCH
EXISTING SPOIL BANK ALONG CANAL
-i ?k T 'r- T
GIR—APHIC f SC-AJ-2,
50' 100' 20V
I I N F E E T )
inch = 100' fR.
- - - - --- - - - - - - -
-- - - - - - - - - - - - - - - - - - - - ...... ...... 5-
- - - - - - - - - - - - -
PROPOSED 40 CONA79 H. RUDSON
EASEMENT -- DR 192, PG. 686
ACCESS
DRAWING NO.
400' 2013-000
DRAWN BY
NC 94
1,14
DAD
ISSUE DATE
7/22/13
w
N11F
-ROGER C. HUDSOAl &
COXWN M, qOSON
CA:lf.4 19470R SITE PLAN
HUDSON BARGE LANDING & VARINA
ROGER
L"-"i 11 7*- ---------------------
--------------------
CONYIE
HUDSON
TOWN OF COLUMBIA
REVISED AS PER COMMENTS FROM NCDCM DATED 7/30/13
-- — — — — —
— - - - - -
— — — —
166.32'
XIF
cr
11" 87' 49 "1"
f RO M RT L. THOILPSON
DE 197 PG 554
VIV Lr SUTER
QROU
JAAr L. BISHOP
MR 2, PG 63
DB 189 PG 748
DRAWING NO.
400' 2013-000
DRAWN BY
NC 94
1,14
DAD
ISSUE DATE
7/22/13
w
N11F
-ROGER C. HUDSOAl &
COXWN M, qOSON
CA:lf.4 19470R SITE PLAN
HUDSON BARGE LANDING & VARINA
ROGER
&
CONYIE
HUDSON
TOWN OF COLUMBIA
REVISED AS PER COMMENTS FROM NCDCM DATED 7/30/13
TYRELL COUNTY
NORTH CAROLINA
%
SCUPPERNONG RIVER
SI.TF,
WY 994
MS,-DiG DEPTH
-101
BAI-01N CONTC)"UR DETAILS
SCALE 1" =100'
rN007
DATE
REVISIONS
1
8/13/13
REVISED AS PER COMMENTS FROM NCDCM DATED 7/30/13
2
8/21/13
REVISED AS PER COMMENTS FROM NCDCM DATED 8/19/13
r
COLUMBI
V I u"INITY MAP
N.T.S.
11
pppp 15,111, Irgipplig 11 1 11 ill
Will 111111111111::16"