20110632 Ver 1_CAMA Application_20110701

TI-WIFAA 20110632
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue
Governor
James H. Gregson
Director
MEMORANDUM
TO: Ms. Cyndi Karoly
Env. Biological Supervisor
Division of Water Quality Wetlands Unit
FROM: Doug Huggett
Major Permits Processing Coordinator
Coastal Management Division
400 Commerce Avenue
Morehead City NC 28557
DATE: 30 June 2011
SUBJECT: CAMA Application Review
APPLICANT: NC Wildlife Resources Commission
2011
JU1TEIR
D
ENR KNaQtIAly
PROJECT LOCATION: Located off Crisp Landing Road (SRI 116), adjacent to Blounts Creek near the
Community off Blounts Creek in Beaufort County, North Carolina.
PROPOSED PROJECT: Applicant proposes to replace and enlarge an existing boat ramp, fishing pier
and construct a canoe dock, floating launch dock, 2 groins and renovate parking area.
Please indicate below your position or viewpoint on the proposed project and return this form by 20 June
2011. Please contact R. Kelly Spivey at 252-948-3853, if you have any questions regarding the proposed
project. When appropriate, in depth comments with supporting data are requested.
REPLY 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.
Signed
Date
943 Washington Square Mall, Washington, NC 27889
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer
Dee Freeman
Secretary
Respond to Doug Huggett
Morehead City Office
North Carolina
Naturally
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: NC Wildlife Resources Commission - Blounts Creek Boating Access Area
2. LOCATION OF PROJECT SITE: located off Crisp Landing Road (SR 1116), adjacent to Blounts Creek
near the community of Blounts Creek in Beaufort County, North Carolina
Photo Index -1995, 97-1013; O11,P11 2000, 97-1115; N&013, N&012 2006, 97-8183;J13, K13
State Plane Coordinates - X: 2,607,100 Y: 609,300
Blounts Bay Quadrangle - Lower Left Corner
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 24 March 2011, 21 June 2011
Was Applicant Present - yes, no
5. PROCESSING PROCEDURE: Application Received - 27 June 2011
Office - Washington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Beaufort County Land Use Plan
Land Classification From LUP - Water (Conservation), Land (Transition)
(B) AEC(s) Involved: Public Trust Area, Public Trust Shoreline, Coastal Wetlands
(C) Water Dependent: Yes
(D) Intended Use: Public Access
(E) Wastewater Treatment: Existing - none
7
Planned - none
(F) Type of Structures: Existing - boat ramp, launch pier, pier, platform, bulkhead, gravel
parking area
Planned- ±38' by ±34' boat ramp, 8' by 60' pier, 6' by 35' pier, 10' by
20' T-Head platform, 8' by 20' canoe/kayak dock, 2 vinyl
groins, bulkhead
(G) Estimated Annual Rate of Erosion: N/A
HABITAT DESCRIPTION:
[AREA]
DREDGED FILLF,D OTHER
(A) Vegetated Wetlands
(404)
(B) Non-Vegetated Wetlands ±2,470 ft2 ±1,292 ft2 ±752 ft2
Creek Bottom Shaded
(C) Other (Uplands) ±117,612 ft2
Slope/Grade/Seed
(D) Total Area Disturbed: ±122,126 ft2 (2.80 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SB NSW Open: No
8. PROJECT SUMMARY: The applicant proposes to replace and enlarge an existing boat ramp, fishing pier
and construct a canoe dock, floating launch dock, 2 groins and renovate parking area.
Wildlife Resources Commission - Blounts Creek Access Area
Beaufort County
Project setting
The project site is located off Crisp Landing Road (SR 1116), adjacent to Blounts Creek near the
community of Blounts Creek in Beaufort County, North Carolina. The subject site is approximately 8.21 acres
in size and is owned by the County of Beaufort. The NC Wildlife Resources Commission (WRC) has entered
into an agreement with Beaufort County to maintain a public boat ramp facility at this location. The property is
located on the western side of Blounts Creek with approximately 2,228 linear feet of shoreline. The property is
split into three distinct sections by two man-made canals connecting into Blounts Creek. The middle of the three
sections of land has historically been maintained as a private boat launching facility. The two outer sections of
the property are primarily wooded wetlands and are not developed. Existing man-made features on the
developed portion of the property include a boat ramp, launch pier, gravel parking area, bulkhead, fishing pier
and numerous outbuildings.
Vegetation on the developed portion of the property includes upland yard grass, both hardwood and pine
trees. A small fringe of Coastal Wetlands consisting of Typha spp. and Scirpus spp. exist on both the northern
and southern edges of the developed portion of the property. Both the southern (upstream) and northern
(downstream) adjacent properties are vegetated with wooded wetland species similar to the subject property.
Water depths are approximately 3.0' below Normal Water Level (NWL) at a distance of 35 waterward ofNWL.
A cursory review of the near shore area did not reveal any submerged aquatic vegetation.
The Environmental Management Commission classifies the waters of Blounts Creek in this area as class
SB NSW waters. Blounts Creek is classified as inland fishing waters, is not open to shell fishing and is not a
primary nursery.
Project description
The applicant proposes construct a new boating access area. The following is proposed:
1. The existing boat ramp will be removed. The applicant proposes to construct two 15' (38' total boat
ramp width) wide concrete boat ramps with an 8' wide by 60' long floating dock separating the two ramps. The
new ramps will be located in an area that is currently bulkhead. The boat ramp will extend approximately 34'
into Blounts Creek. The applicant proposes to excavate a 38' wide access channel 95' in length (measured from
NWL) into Blounts Creek to connect to the -4.0' bottom contour. A concrete apron will extend approximately
75' landward of the NWL.
2. A 43' long vinyl groin will be constructed on the north (downstream) side of the boat ramp. A 39' long
vinyl groin will be constructed on the south (upstream) side of the boat ramp. Both groins will be no more than
1.0' in height above the NWL.
3. Thirty five linear feet of the remaining bulkhead will be replaced in the same alignment with vinyl sheet
pile.
4. The existing 5' wide by 35' long pier with a 5' wide by 35' long L-Head platform will be replaced with
a 6' wide by 32' long fishing pier with a 20' by 10' T-head platform will extend into Blounts Creek
approximately 100' south of the proposed boat ramp. This fishing pier will continue landward over both Coastal
Wetlands and delineated Section 404 wetlands until it terminates approximately 105' landward of NWL. The
walkway will be located a minimum 3.0' above Coastal Wetlands as measured from the bottom of the decking.
5. A 20' long by 8' wide canoe/kayak launch dock will be located in the man-made canal on the north side
of the proposed boat ramp site with a 6' wide by 100' long wooden boardwalk on land connecting to the
proposed parking area.
6. The existing gravel parking area will be graded and paved. Approximately 53,250 ft2 (1.22 acres) of
uplands will be disturbed for the access road, maneuvering and parking area.
7. The applicant proposes to install 2 marker bouys approximately 125' offshore to mark the access
channel.
Anticipated Impacts
The construction of the boat ramp will result in the filling of ± 1,292 ft2 of Creek bottom. The proposed
floating dock, fixed fishing pier, canoe/kayak launch will shade ±752 ft2 of Creek and canal bottom.
Approximately 80 cubic yards of Creek bottom will be excavated for the purposes of creating an access channel
to the boat ramp. The spoil generated from the excavation will be used throughout the upland development of
the property. Approximately 1.8% of impervious surface will be within the 30' Public Trust Shoreline Area of
Environmental Concern. Approximately 117,612 ft2 will be disturbed during construction of the boat ramp,
maneuvering and parking area which includes the grading of all upland areas. The project will result in localized
short-term turbidity from the construction of the boat ramp, floating dock, fixed docks and groins.
Kelly Spivey - 30 June 2011
Proiect Narrative
Project Information: Date: 6/15/2011
Blounts Creek Boating Access Area Revised: 6/29/2011
Beaufort County
Engineer:
Mark Hamlett, PE
North Carolina Wildlife Resources Commission
1720 Mail Service Center
Raleigh, NC 27699
Project Summary:
The Blounts Creek Boating Access Area project is located at the end of Crisp Landing
Road in Beaufort County, NC. Existing on the site is a concrete ramp, fixed dock, fishing
pier, gravel driveway and parking area, and multiple cabins. The site is within the
Tar/Pamlico River Basin, which requires a 50' stream buffer.
This project involves the construction of a new WRC boating access area. This BAA will
include two launch ramps, a floating dock, a fixed fishing pier, and an asphalt parking
(with a gravel overflow lot). The project property is adjacent to SB;NSW waters and will
be within the DWQ low density threshold.
Impervious Surface Calculations:
The property is adjacent SB;NSW waters. The Division of Water Quality states that, for
this water classification, a project is considered low density if it does not exceed 24%
built upon area. That total upland area (excluding coastal wetlands) is 339,639 sf. The
24% low density threshold dictates that the site may have a maximum of 81,513 sf of
built upon area. The actual built upon area for this project is 38,999 sf, which is only
11.5% of the total upland area. Due to this, the Blounts Creek Boating Access Area is
considered low density.
Dredging:
The ramps will be constructed to a depth of -4.0 (below normal water level). Dredging
will be necessary from the end of the ramp to tie to the existing -4.0 contour, which will
remove approximately 80 cubic yards of material. Dredging will be performed with a
barge and trackhoe, and spoil material will be used on site.
Grading:
The total amount of earthwork for this project will be approximately 430 cubic yards.
This includes rough and fine grading, the subgrade of the drive aisles and parking lots,
and earthwork necessary to balance the site. No spoil site will be required as this project
will not produce excess cut. The total disturbed area of this project is 118,000 sf (2.70
acres).
Existing Stormwater Conditions:
The existing site has no stormwater controls. Stormwater sheet flows across the property
and into the creek.
Proposed Stormwater Conditions:
The proposed project allows stormwater to sheet flow across the property and into the
creek. The 50' river buffer is being vegetated to provide an improved filter strip to
increase stormwater treatment.
Ramps/Docks:
The proposed project includes the construction of two launch ramps. Each ramp will be
15' wide and 83.4' long. Between the two ramps will be an 8'x60' floating dock and
abutment. The 8' width is necessary as it is serving both ramps and must allow people to
access their boats on either side. In addition, the 8' width provides better
maneuverability for boaters in wheelchairs. A fixed fishing pier is also being proposed to
the south of the ramps. This pier will be accessed by a 6' wide boardwalk and will itself
be 10'x20'. As this pier extends into Blounts Creek, reflectors will be installed for the
safety of night time boat traffic.
Wetlands:
The CAMA/Coastal Wetlands were delineated by DCM staff on January 4, 2011. The
404 Wetlands were delineated by the Corp of Engineers on January 4, 2011 as well. This
project has no impact on the coastal wetlands or the 404 wetlands.
Groins:
Vinyl sheet pile is being installed on each side of the proposed ramp. This sheet pile
landward of the normal water level will minimize the grading and disturbance within the
AEC. The sheet pile groins (beyond normal water level) are extended to the end of the
ramps (longer than 25') in order to both minimize the fill material being placed in the
water and also to provide protection to boaters as the launch and retrieve their boats.
20 06,E
NFUUTIONfer -?
Maier 1=1 1091ft Itroft
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
North Carolina Wildlife Resources Commission Project Name (if applicable)
Blounts Creek Boating Access Area
Applicant 1: First Name
Division of Engineering Services MI Last Name
Applicant 2: First Name MI Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
1720 Mail Service Center PO Box City
Raleigh State
NC
ZIP
27699 Country Phone No.
919 - 707 - 0150 ext. FAX No.
919 - 707 - 0162
Street Address (if different from above) City State ZIP
Email
2. Agent/Contractor Information
Business Name
North Carolina Wildlife Resources Commission
Agent/ Contractor 1: First Name MI Last Name
Mark A Hamlett
Agent/ Contractor 2: First Name MI Last Name
Mailing Address PO Box City State
1720 Mail Service Center Raleigh NC
ZIP Phone No. 1 Phone No. 2
27699 919 - 707 - 015 5 ext. ext.
FAX No. Contractor #
919 707 0162
Street Address (if different from above) City State ZIP
Email
[e-mail]
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Form DCM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location i
County (can be multiple) Street Address State Rd. #
Beaufort 350 Crisp Landing Road 1116
Subdivision Name T City State Zip
n/a Chocowinity NC 27817-
Phone No. Lot No.(s) (if many, attach additional page with list)
n/a - - ext, n/a, ,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
Tar-Pamlico Blounts Creek
c. Is the water body identified in (b) above, natural or manmade? d. Name the closest major water body to the proposed project site.
ENatural ?Manmade ?Unknown Pamilico River
e. Is proposed work within city limits or planning jurisdiction? f. If applicable, list the planning jurisdiction or city limit the proposed
?Yes ZNo work falls within.
n/a
4, Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
2,228 ft, property = 357,812 sf (8.21 acres)
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
n/a, NWL (normal water level)
(if many lot sizes, please attach additional page with a list) 6 ?NHW or ®NWL
e. Vegetation on tract
The construction will take place in the central portion of the property. The northern and southern portions of the property
have undisturbed, natural vegetation, including trees and wetlands.
f. Man-made features and uses now on tract
The property currently has several cabins, gravel driveways, a single lane boat ramp, fixed dock, fishing pier and wooden
bulkhead. The ramp, dock, pier and bulkhead are in poor condition.
g. Identify and describe the existing land uses adjacent to the proposed project site.
Adjacent land uses include residential property,
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
n/a (Attach zoning compliance certificate, if applicable)
?Yes ?No ®NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ?Yes SNo
k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ?Yes ®No ?NA
If yes, by whom?
1. 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>
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Form DCM MP-1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ®Yes ?No
(ii) Are there coastal wetlands on the site? ®Yes ?No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ®Yes ?No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
Septic systems.
o. Describe existing drinking water supply source.
Groundwater wells.
p. Describe existing storm water management or treatment systems.
The existing site has no stormwater management. There are no existing BMP's.
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ?Commercial ®Public/Government
?Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
This project is the new construction of a Wildlife Resources Commission boating access area. Construction will include two
launch ramps, a fishing pier, and will be open to the public 24 hours a day.
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.
Construction equipment will include (but not limited to) excavators, backhoes, bull dozers, motor graders and dump trucks.
The marine construction will include a barge and trackhoe. All equipment will be stored on the the project property.
d. List all development activities you propose.
Construction will include two launch ramps, a floating dock, fishing pier, driveways, manuevering area, boat trailer parking,
single car parking, and dredging.
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? 2.7 ?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.
Currently, storm water sheet flows into Blounts Creek. The proposed development will not add any point discharge and will
continue difuse/sheet flow into Blounts Creek. Additional landscaping will be installed within the 30' buffer to provide
improved storm water treatment.
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.
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252-808-2808 :: 1-888-4RCOAST :: www.nccoastalmanagement.net
Form DCM MP-1 (Page 4 of 4)
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 Bobby W. Daw Phone No.
Address 226 Crisp Landing Road Chocowinity, NC 27817
Name D&F Bradley Family, LLC Phone No.
Address 12 Blackbird Lane Cocowinity, NC 27817
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.
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.
C-1
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 40 Z)5111 Print Name MAek HA
--A A
Signature 04A"
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 .. 1-888-4RCOAST .. www.nccoastaimanagement.net
Form DCM MP-2
EXCAVATION and FILL
(Except for bridges and culverts)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
Access Other
Channel Canal Boat Basin Boat Ramp Rock Groin Rock (excluding
(NLW or Breakwater shoreline
NWL stabilization
65' for
Length channel 34'
34' for ramp
Width 38' 38'
Avg. Existing -3 -2
5' NA NA
Depth .
Filial Project -4 4 NA NA
Depth
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
80 cy (tie bottom of ramp to existing -4 contour)
c. (i) Does the area to be excavated include coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
?CW ?SAV ?SB
?WL ®None
(ii) Describe the purpose of the excavation in these areas:
n/a
d. High-ground excavation in cubic yards.
430 cy (total earthwork/grading from entire site).
2. DISPOSAL OF EXCAVATED MATERIAL ?This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
Spoil will be used through the uplance development (site n/a
balances) -
C. (i) Do you claim title to disposal area? d. (i) Will a disposal area be available for future maintenance?
Z Yes ?No ?NA ?Yes ?No ZNA
(ii) If no, attach a letter granting permission from the owner. (ii) If yes, where?
e. (i) Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
?CW ?SAV ?SB
?WL ®None
f. (i) Does the disposal include any area in the water?
?Yes ?No (DNA
(ii) If yes, how much water area is affected?
(ii) Describe the purpose of disposal in these areas:
:;>%-t?tlti-wt3U3 :: E•t'st3t3 tCtfyf}I'a +favd"v.€ C-(;az< t€1€nMgS'g eita nt'nc-t reviscr4: 1P!26ina

a. Type of shoreline stabilization: b. Length: 3
OBulkhead ?Riprap []Brea kwaterlSill []Other: Width: V
c. Average distance waterward of NHW or NWL: 0' d. Maximurn distance waterward of NHW or NWL: 0'
e. Type of stabilization material: f. (i) Has there been shoreline erosion during preceding 12
Vinyl Sheetpile (replace existing wooden bulkhead) months?
[]Yes NNo []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 0 - new bulkhead placed in same location as
prevous bulkhead Riprap
Breakwater/Sill Other
i. Source of fill material.
4. OTHER FILL ACTIVITIES []This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will GII material be brought to the site? ®Yes ?No [INA b. (i) Will fill material be placed in coastal wetlands/marsh (CW),
If yes,
(ii) Amount of material to be placed in the water 111 cv
(iii) Dimensions of fill area approx. 35' x 38'
(iv) Purpose of fill
Construction of Ramps
Class B Rip Rap • 59 Cy (under ramp)
Washed Stone - 25 cy
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (WQ? If any boxes are checked, provide the
number of square feet affected.
?CW OSAV ?SB
OWL ONone
(ii) Describe the purpose of the fill in these areas:
Concrete - 27 cy
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,
cont(olled? backhoe, or hydraulic dredge)?
a temporary spoil area with a double row of silt fence will be used trackhoe, backhoe, dozer, motorgrader, compactor, dump truck,
barge for dredging
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
Red/Green channel marker buoys environmental impacts.
June 15, 2011
Project Name
Date
Mounts Creek Boating Access Area
262-1306-2608 :: 1-80GARCOA iT :. vdvvvvalccoa taltnano;ei inn-Lft'not revisod: '12126106

Mark Hamlett, PC
Applicant Name
Applicant Signature
252-809-2800 :: 1.886-411 MAST :. www.nccgF4st.glmariaq iitni_rie4 rovised: 121261OG
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.
Asphalt and gravel parking lots, driveways, and boardwalks
c. Density (give the number of residential units and the units per
acre).
n/a
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: will be submitted and permit
obtained prior to beginning work
b. Number of lots or parcels.
1 parcel
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
2.7 acres
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
asphalt, concrete, gravel
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.
1.85%
i. Give the percentage of the entire tract to be covered by impervious
and/or built-upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
11.5%
j. Describe proposed method of sewage disposal.
none
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: will be submitted to DWQ for
low density option in late June
k. Have the facilities described in Item (i) received state or local
approval?
?Yes ?No ®NA
If yes, attach appropriate documentation.
1. Describe location and type of proposed discharges to waters of the m. Does the proposed project include an innovative stormwater
state (e.g., surface runoff, sanitary wastewater, industrial/ design?
commercial effluent, "wash down" and residential discharges). ?Yes ®No ?NA
Stormwater will sheet flow to waters of the state. If yes, attach appropriate documentation.
252-808-28082 :: 1-888-4RCOAST :: www.nccoastaimanagement.net revised: 12/26/06
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L??s?_Ir ?'kti F;,?s.'nv•. .?. -8 A("Rl,.tc,C"ea tr?c.: tast??.gcx"t.?kC`€., l:r<cti: ' of 20,
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
none
o. When was the lot(s) platted and recorded?
April 15, 2010
n. (i) Will water be impounded? ©Yes ®No C]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
June 15, 2011
Date
Blounts Greek Boating Access Area
Project Name
Mark Hamlett, PE
Applicant Name
-., '-
Applicant Signature
252.808.2808 :: -1-888-^RCORST : 4rti !?v.rtr rh t ?e ali t ?s7?,3s*n3E f,t:.tI-, g rovisert. 12/26i06 )
Form ©CM MP-4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
1. DOCKING FACILITY/MARINA CHARACTERISTICS
a. (i) Is the docking facilityfrnarina:
[]Commercial SPublir/Government []Private/Community
[]This section not applicable
b. (i) Will the facility be open to the general public?
SYes ?No
c. (i) Dock(s) and/or pier(s)
(ii) Number 2 (floating dock/boardwalk to pier)
(iii) Length dock - 60'/boardwalk - 32'
(iv) Width dock - 87boardwalk - 6'
(v) Floating SYes ?No
e. (i) Are Platforms included? SYes []No
If yes:
(ii) Number 2 (fishing pier/canoe launch)
(iii) Length pier - 20'/canoe launch - 20'
(iv) Width per - 107canoe launch - 8'
(v) Floating []Yes ONO
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
none
(ii) Number of slips existing
none
i. Check the proposed type of siting:
[I Land cut and access channel
SOpen water; dredging for basin and/or channel
[]Open water; no dredging required
?0ther; please describe:
k. Typical boat length: 20'
m. (i) Will the facility have tie pilings?
[]Yes ONO
(ii) if yes number of tie pilings?
d. (i) Are Finger Piers included? []Yes ONO
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating []Yes []No
f. (i) Are Boatiifts included? []Yes SNo
If yes:
(ii) Number
(iii) Length
(iv) Width
h. Check all the types of services to be provided.
? Full service, including travel lift and/or rail, repair or
maintenance service
? Dockage, fuel, and marine supplies
? Dockage ("wet slips") only, number of slips:
? Dry storage; number of boats:
S Boat ramp(s); number of boat ramps: 2
? Other, please describe:
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
recreational boaters/fishermen - any boats that may be
transported by a trailer
1. (i) Will the facility be open to the general public?
SYes ?No
2521-30(1-2=8 :: d-t>t„ 8-'art. 0115 r :: ?rvvv?FRr,rloeo< .t:alrr'rr n"-r. s-,i"r1:-:-r1t:.l e't revised: 12/27106
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: ; Location:
? Showers
? Boatholding tank pumpout Give type and location:
b. Describe treatment type and disposal location for all sanitary wastewater.
n/a
c. Describe the disposal of solid waste, fish offal and trash.
n/a
d. How will overboard discharge of sewage from boats be controlled?
n/a
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
n/a
(ii) Give the location and number of "Pumpout Available" signs proposed.
n/a
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. 2 red/qreen channel marker buoys
i. Give the location of fuel-handling facilities, and describe the safety measures planned to protect area water quality.
n/a
j. What will be the marina policy on overnight and live-aboard dockage?
Not allowed
k. Describe design measures that promote boat basin flushing?
n/a
1. If this project is an expansion of an existing marina, what types of services are currently provided?
n/a
m. Is the marina/docking facility proposed within a primary or secondary nursery area?
?Yes ®No
252-808-2808 :: 1-888-4RCOAST :: www.nccoastaimananement.net revised: 12127/06
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
(SIB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected.
OCW 0 ?saV ?SB
OWL 0 ?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/Government ?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 2
(ii) Length 43' (north of ramp) and 39' (south of ramp)
(iii) Width 1
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
16. MOORING PILINGS and BUOYS ?This section not applicable
a. Is the structure(s):
?Commercial ®Public/Government ?Private/Community
b Number 2
C. Distance to be placed beyond shoreline 125'
Note. This should be measured from marsh edge, if present.
e. Arc of the swing
d. Description of buoy (color, inscription, size, anchor, etc.)
Green/Red channel marker buoys
7. GENERAL
Form ®CM 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.
230' Floating dock is 415' south of adjacent pier.
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
575'
d. Water depth at waterward end of structure at NLW or NWL
-4.0
e. (i) Will navigational aids be required as a result of the project?
®Yes ?No ?NA
(ii) If yes, explain what type and how they will be implemented.
red/green channel marker bouys
8. OTHER ®This section not applicable
a. Give complete description:
June 15, 2011
Date
Blounts Creek Boating Access Area
Project Name
Mark Hamlett, PE
Applicant Name
Applicant Signature
252-808-2808 :: 1-888-4RCOAST :: www.nccoastaimanaaement.net revised: 12/27/06
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2011-00631 County: Beaufort U.S.G.S. Quad: Blounts Bay, NC
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner/Agent: North Carolina Wildlife Resources Commission
Address: c/o Mark Hamlett
Division of Engineering Services
1720 Mail Service Center
Raleigh, North Carolina 27699
Telephone No.: [phone]
Property description:
Nearest Waterway Blounts Bay River Basin Pamileo River
USGS HUC 03020104 Coordinates N 35.4073 W -76.9635
Location description Property is located at the terminus of Cotton Patch Landing Development off of Clay Bottom
School Road, adiacent to Blounts Bay, north of the Blounts Creek community, in Beaufort County, North Carolina.
See location map and delineated areas attached.
Indicate Which of the Following Apply:
A. Preliminary Determination
Based on preliminary information, there may be wetlands on the above described property. We strongly suggest you have
this property hrspected to determine the extent of Department of the Army (DA) jurisdiction. To be considered final, a
jurisdictional determination must be verified by the Corps. This preliminary determination is not an appealable action
under the Regulatory Program Administrative Appeal Process ( Reference 33 CFR Part 331).
B. Approved Determination
_ There are Navigable Waters of the United States within the above described property subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or
our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
X There are waters of the U.S. including wetlands on the above described property subject to the permit requirements of
Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years fi•om the date of this notification.
_ We strongly suggest you have the wetlands on your property delineated. Due to the size of your property and/or our
present workload, the Corps may not be able to accomplish this wetland delineation in a timely manner. For a more timely
delineation, you may wish to obtain a consultant. To be considered final, any delineation must be verified by the Corps.
X The waters of the U.S. including wetland on your property have been delineated and the delineation has been verified
by the Corps. We strongly suggest you have this delineation surveyed. Upon completion, this survey should be reviewed
and verified by the Corps. Once verified, this survey will provide an accurate depiction of all areas subject to CWA
jurisdiction on your property which, provided there is no change in the law or our published regulations, may be relied
upon for a period not to exceed five years.
_ The wetlands have been delineated and surveyed and are accurately depicted on the plat signed by the Corps
Regulatory Official identified below on . Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
_ There are no waters of the U.S., to include wetlands, present on the above described property which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years fi•om the date of this
notification.
Page 1 of 2
X The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(CAMA). You should contact the Division of Coastal Management in Washington, NC, at [phone] to determine
their requirements.
Action Id. SAW-2011-00631
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this
determination and/or the Corps regulatory program, please contact Ms. Emily Jernigan at [phone].
C. Basis For Determination
This site exhibits wetland criteria as described in the 1987 Corps Wetland Delineation Manual and the Atlantic and
Gulf Coastal Plain Interim Regional Supplement (Supplement) to the 1987 Wetland Delineation Manual and is part of a
broad continuum of wetlands connected to Blounts Bay, a tributary of the Pamlico River.
D. Remarks
Only the project area for the boating access was reviewed at this time. There may be other wetland areas on the
property, but these areas have not been evaluated to date.
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the
particular site identified in this request. The del ineation/determination may not be valid for the wetland conservation
provisions of the Food Security Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation
in USDA programs, you should request a certified wetland determination from the local office of the Natural. Resources
Conservation Service, prior to starting work.
F. Appeals Information ('this information applies only to approved jurisdictional determinations as indicated in
B. above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this
determination you must submit a completed RFA form to the following address:
District Engineer, Wilmington Regulatory Division
Attn:Emily Jernigan, Project Manager,
Washington Regulatory Field Office
Post Office Box 1000
Washington , North Carolina 27889
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for
appeal under 33 CFR part 331.5, and that it has been received by the District Office within 60 days of the date of the NAP.
Should you decide to submit an RFA form, it must be received at the above address by 06/12/2011.
**It is not necessary to submit an RFA form to the District Office if you do not object to the determination in this
correspondence.**
Corps Regulatory Official:
Date 04/12/2011
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to
do so, please complete the Customer Satisfaction Survey located at our website at http://rcgulatory.usacestn•ve .com/ to
complete the survey online.
Page 2 of 2
Copy furnished:
APPROVED JURISDICTIONAL DETERMINATION FORM
U.S. Army Corps of Engineers
This form should be completed by following the instructions provided in Section IV of the JD Form Instructional Guidebook.
SECTION I: BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR APPROVED JURISDICTIONAL DETERMINATION (JD): 04/12/2011
B. DISTRICT OFFICE, FILE NAME, AND NUMBER:Wilmington District; Washington Regulatory Field Office; Cotton
Patch banding Boating Access; SAW-2011-00631
C. PROJECT LOCATION AND BACKGROUND INFORMATION:
State:Ntorth Carolina County/parish/borough: Beaufort City: Blounts Crock
Center coordinates of site (lat/long in degree decimal format): Lat. 35.4073754'N, Long. -76.96354130 W.
Universal Transverse Mercator:
Name of nearest waterbody: Mounts Creek
Name of nearest Traditional Navigable Water (TNW) into which the aquatic resource flows: Blounts Bay; Pamlico River
frame of watershed or Hydrologic Unit Code (HUQ: 03020104
El Check if mapldiagram of review area and/or potential jurisdictional areas is/are available upon request.
? Check if other sites (e.g., offsite mitigation sites, disposal sites, etc...) are associated with this action and are recorded on a
different JD form.
D. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
? Office (Desk) Determination. Date:
0 Field Determination. Date(s): 01/01/2011
SECTION II: SUMMARY OF FINDINGS
A. RHA SECTION 10 DETERMINATION OF JURISDICTION.
There Are "navigable maters of the U.S." within Rivers and Harbors Act (RHA) jurisdiction (as defined by 33 CFR part in the review
area. [Required]
® Waters subject to the ebb and flow of the tide.
Waters are presently used, or have been used in the past, or may be susceptible for use to transport interstate or foreign commerce.
Explain: Property is located on Blounts Bay, near the mouth of the Pamilco River, which has been used" to
transport interstate or foreign commerce.
B. CWA SECTION 404 DETERMINATION OF JURISDICTION.
There Are "raters of the U.&" within Clean Water Act (CWA) jurisdiction (as defined by 33 CFR part 328) in the review area. [Required]
Waters of the U.S.
a. Indicate presence of waters of U.S. in review area (check all that apply): r
® `fNWs, including territorial seas
® Wetlands adjacent to TNWs
? Relatively permanent waters' (RPWs) that flow directly or indirectly into'INWs
? Non-R.PWs that flow directly= or indirectly into'iNWs
? Wetlands directly abutting RPWs that flow directly or indirectly into TNWs
? Wetlands adjacent to but not directly abutting RPWs that [low= directly or indirectly into TNWs
? Wetlands adjacent to non-RPWs that flow directly or indirectly into TN Ws
? Impoundments of jurisdictional waters
? Isolated (interstate or intrastate) waters, including isolated wetlands
b. Identify (estimate) size of graters of the U.S. in the review area:
Non-wetland waters: linear feet: width (ft) and/or acres.
Wetlands: '. 3 acres.
c. Limits (boundaries) of jurisdiction based on: 1987 Delineation Manual
= boxes checked below shall be supported by completing the appropriate sections in Section III below.
For purposes of this form, an RPW is defined as a tributary that is not a TNW and that typically floes }rear-round or has continuous flow at least "seasonally"
(e.g., typically 3 months).
Page 3 of 2
Elevation of established OH\1 IM (if known):
2. Non-regulated waters/wetlands (check if applicable):;
? Potentially jurisdictional waters and/or wetlands were assessed within the rcvie%v area and determined to be not.iurisdictional.
Explain:
SECTION III: CWA ANALYSIS
A, TNWs AND WETLANDS ADJACENT TO TNWs
The agencies will assert jurisdiction over TNWs and wetlands adjacent to TNWs. If the aquatic resource is a TNW, complete
Section III.A.1 and Section III.D.I. only; if the aquatic resource is a wetland adjacent to a TNW, complete Sections III.A.1 and 2
and Section III.D.I.; otherwise, see Section III.B below.
IdentifyTNW:Blounts Creek on the Pamlico River.
Stnnntarize rationale supporting determination: Motorized and non-motorized vessels use Blounts Creek and it, along
with the Pamlico River, have historically had interstate and international commerce and recreational
watercraft.
2. Wetland adjacent to TNW
Summarize rationale supporting conclusion that wetland is "adjacent": Wetlands on the property are contiguous with Blounts Bay.
'['here are no uplands within the wetland line and Blounts Bay, resulting in abutting wetlands.
B. CHARACTERISTICS OF TRIBUTARY (THAT IS NOT A TNW) AND ITS ADJACENT WETLANDS (IF ANY):
This section summarizes information regarding characteristics of the tributary and its adjacent wetlands, if any, and it helps
determine whether or not the standards for jurisdiction established under Rapanos have been met.
The agencies will assert jurisdiction over non-navigable tributaries of TNWs where the tributaries are "relatively permanent
waters" (RPWs), i.e. tributaries that typically flow year-round or have continuous flow at least seasonally (e.g., typically 3
months). A wetland that directly abuts an RPW is also jurisdictional. If the aquatic resource is not a TNW, but has year-round
(perennial) flow, skip to Section III.D.2. If the aquatic resource is a wetland directly abutting a tributary with perennial flow,
skip to Section III.D.4.
A wetland that is adjacent to but that does not directly abut all RPW requires a significant nexus evaluation. Corps districts and
EPA regions will include in the record any available information that documents the existence of a significant nexus between a
relatively permanent tributary that is not perennial (and its adjacent wetlands if any) and a traditional navigable water, even
though a significant nexus finding is not required as a matter of law.
If the waterbody° is not an RPW, or a wetland directly abutting an RPW, a JD will require additional data to determine if the
waterbody has a significant nexus with a TN`'yi'. If the tributary has adjacent wetlands, the significant nexus evaluation must
consider the tributary in combination with all of its adjacent wetlands. This significant nexus evaluation that combines, for
analytical purposes, the tributary and all of its adjacent wetlands is used whether the review area identified in the JD request is
the tributary, or its adjacent wetlands, or both. If the JD covers a tributary with adjacent wetlands, complete Section III.B.I for
the tributary, Section IiI.B.2 for any onsite wetlands, and Section III.B.3 for all wetlands adjacent to that tributary, both onsite
and offsite. The determination whether a significant nexus exists is determined in Section III.C below.
1. Characteristics of non-TNAN's that flow directly or indirectly into TNW
(i) General Area Conditions:
Watershed size: Pick List
Drainage area: Pick List
Average annual rainfall: inches
Average annual snowfall: inches
(ii) Physical Characteristics:
(a) Relationship with `FNW-
? Tributary flows directly into TNW.
? Tributary flows through Pick List tributaries before entering TNW.
Supporting documentation is presented in Section HIT.
' mote that the Instructional Guidebook contains additional information regarding swales, ditches, washes, sod erosional features generally and in the arid
West.
Project waters are Pick List river miles from 'fN W.
Project waters are Pick List river miles from R.PW.
Project waters are Pick List aerial (straight) miles from TNW.
Project waters are Pick List aerial (straight) miles from KI'1i'.
Project waters cross or serve as state boundaries. Explain:
Identify flow route to "I'NW5:
Tributary stream order, if known
(b) General Tributaty Characteristics (check all that apply
Tributary is: ? Natural
? Artificial (man-made). Explain:
? \Manipulated (man-altered). Explain:
Tributary properties with respect to top of bank (estimate):
Average width: feet
Average depth: feet
Average side slopes: Pick List.
Primary tributary substrate composition (check all that apply):
? Silts ? Sands ? Concrete
? Cobbles [] Gravel ? Muck
? Bedrock ? Vegetation. 'rypel% cover:
? Other. Explain:
Tributary condition/stability [e.g., highly eroding, sloughing banks]. Explain:
Presence of runfrifflelpool complexes. Explain:
Tributary geometry: Pick List
Tributary gradient (approximate average slope): %
(c) Flow:
Tributary provides for: Pick List
Estimate average number of flow events in review area/year: Pick List;
Describe flow regime:
Other information on duration and volume:
Surface flow is: Pick List. Characteristics:
Subsurface flow: Pick List. Explain findings:
? Dye (or other) test performed:
Tributary has (check all that apple):
? Bed and banks
? OhIWM6 (check all indicators that apply):
? clear, natural line impressed on the bank ?
? changes in the character of soil ?
? shelving ?
? vegetation matted down, bent, or absent ?
? leaf litter disturbed or washed away ?
? sediment deposition ?
? water staining ?
? other (list):
? Discontinuous 01-IWM.7 Explain:
the presence of litter and debris
destruction of terrestrial vegetation
Ore presence of wrack line
sediment sorting
scour
multiple observed or predicted flow events
abrupt change in plant contmunih,
If factors other than the 01-I11 M were used to determine lateral extent of CWA jurisdiction (check all that apply):
? High Tide Line indicated by: ? Mean High Water Mark indicated by:
? oil or serum line along shore objects ? survey to available datum:
5 Flow route can be described by identifying, e.g., tributary a, which flows through the review area, to flow into tributary b, which then flows into TNW.
`A natural or man-made discontinuity in the OllWM does not necessarily sever jurisdiction (e.g., where the stream temporarily flows underground, or where
the OHWM has been removed by development or agricultural practices). Where there is a break in the 01-IWM that is unrelated to the waterbody's flow
regime (e-g_, flow over a rock outcrop or through a culvert), the agencies will look for indicators of flow above and below the break.
'Ibid.
? fine shell or debris deposits (foreshore) ? physical markings;
? physical markings/characteristics ? vegetation lines/changes in vegetation types.
? tidal gauges
? other (list):
(iii) Chemical Characteristics:
Characterize tributary (e.g., water color is clear, discolored, oily film; water quality; general watershed characteristics, etc.).
Explain:
Identify specific pollutants, if known:
(iv) Biological Characteristics. Channel supports (check all that apply):
? Riparian corridor. Characteristics (type, average width):
? Wetland fringe. Characteristics:
? Habitat for:
? Federally Listed species. Explain findings:
? Fish/spawn areas. Explain findings:
? Other environmentally-sensitive species. Explain findings:
? Aquatic/wildlife diversity. Explain findings:
2. Characteristics of wetlands adjacent to non-TNW that flow directly or indirectly into TNW
(i) Physical Characteristics:
(a) General Wetland Characteristics:
Properties:
Welland size: acres
Wetland type. Explain:
Wetland quality. Explain:
Project wetlands cross or serve as state boundaries. Explain:
(b) General Flow Relationship xvith Non-TNW:
Flow is: Pick List. Explain:
Surface flow is: Pick List
Characteristics:
......................
Subsurface flow: Pick List. Explain findings-
[I Dye (or other) test performed:
(c) Wetland Adjacency Determination with Non-TNW:
? Directly abutting
? Not directly abutting
? Discrete wetland hydrologic connection. Explain:
? Ecological connection. Explain:
? Separated by berm/barrier. Explain:
(d) Proximity (Relationship) to TNIW
Project wetlands are Pick List river miles from 'CNW.
Project waters are Pick List aerial (straight) miles from TN\1+.
Flory is from: Pick List.
Estimate approximate location of wetland as within the Pick List floodplain.
(ii) Chemical Characteristics:
Characterize wetland system (e.g., water color is clear, brown, oil film on surface; water quality; general watershed
characteristics; etc.). Explain:
ldentify specific pollutants, if known:
(iii) Biological Characteristics. Wetland supports (check all that apply):
? Riparian buffer. Characteristics (type, average width):
? Vegetation type/percent cover. Explain:
? Habitat for:
? Federally Listed species. Explain findings:
? Fish/spawn areas. Explain findings:
? Other environmentally-sensitive species. Explain findings:
? Aquatic/wildlife diversity. Explain findings:
3. Characteristics of all wetlands adjacent to the tributary (if any)
All wetland(s) being considered in the cumulative analysis: Pick List
Approximately ( ) acres in total are being considered in the cunnrlative analysis.
For each wetland, specify the following:
Directly abuts? (Y/N) Size (in acres) Directly abuts? WN) Size (in acres)
Summarize overall biological, chemical and physical functions being performed:
C. SIGNIFICANT NEXUS DETERMINATION
A significant nexus analysis will assess the flow characteristics and functions of the tributary itself and the functions performed
by any wetlands adjacent to the tributary to determine if they significantly affect the chemical, physical, and biological integrity
of a TNW. For each of the following situations, a significant nexus exists if the tributary, in combination with all of its adjacent
wetlands, has more than a speculative or insubstantial effect on the chemical, physical and/or biological integrity of a TNW.
Considerations when evaluating significant nexus include, but are not limited to the volume, duration, and frequency of the flow
of water in the tributary and its proximity to a TNW, and the functions performed by the tributary and all its adjacent
wetlands. It is not appropriate to determine significant nexus based solely on any specific threshold of distance (e.g. between a
tributary and its adjacent wetland or between a tributary and the TN«'). Similarly, the fact an adjacent wetland lies within or
outside of a floodplain is not solely determinative of significant nexus.
Draw connections between the features documented and the effects on the TNW, as identified in the Rapanos Guidance and
discussed in the Instructional Guidebook. Factors to consider include, for example:
Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to cant' pollutants or flood waters to
"INWs, or to reduce the amount of pollutants or flood seaters reaching a TNW?
• Does the tributary, in combination with its adjacent wetlands (if any), provide habitat and lifeeycle support functions for fish and
other species, such as feeding, nesting, spawning, or rearing young for species that are present in the TNVV?
Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to transfer nutrients and organic carbon that
support downstream foodwebs?
• Does the tributary, in combination with its adjacent Netlands (if any), have other relationships to the physical, chemical, or
biological integrity of the TNW?
Note: the above list of considerations is not inclusive and other functions observed or known to occur should be documented
below:
1. Significant nexus findings for non-RPW that has no adjacent wetlands and flows directly or indirectly into TNNYs. Explain
findings of presence or absence of significant news below, based on the tributary itself., then go to Section Il1.D:
2, Significant nexus findings for non-RPW and its adjacent wetlands, where the non-RPW flows directly or indirectly into
TNWs. Explain findings of presence or absence of significant nexus below, based on the tributary in combination with all of its
adjacent wetlands, then go to Section III.D:
3. Significant nexus findings for wetlands adjacent to an RPW but that do not directly abut the RPW. Explain findings of
presence or absence of significant nexus below, based on the tributary in combination with all of its adjacent wetlands, then go to
Section 111.D:
D. DETERMINATIONS OF JURISDICTIONAL FINDINGS. THE SUBJECT WATERSAVETLANDS ARE (CHECK ALL
THAT APPLY):
1. TNWs and Adjacent Wetlands. Check all that apply and provide size estimates in review area:
® TNWs: ` 800 linear feet width (ft), Or, acres.
Wetlands adjacent to TNWs: 3 acres.
2. RPWs that flow directly or indirectly into l'NWs.
? Tributaries ofTNWs inhere tributaries typically flow year-round are jurisdictional, Provide data and rationale indicating that
tributary is perennial:
? 'tributaries of TNW where tributaries have continuous flow "seasonally" (c,g., typically three months each year) are
jurisdictional. Data supporting this conclusion is provided at Section III.l3. Provide rationale indicating that tributary flows
seasonally:
Provide estimates for-jurisdictional waters in the review area (check all that apply):
? 't'ributary waters: linear feet width (ft).
? Other non-wetland waters: acres.
Identify type(s) of waters:
3. Non-RPWs3 that flow directly or indirectly into TNWs.
? Waterbody that is not a TNW or an RPW, but flows directly or indirectly into a TNW, and it has a significant news with a
TNW is jurisdictional. Data supporting this conclusion is provided at Section III.C.
Provide estimates for jurisdictional waters within the review area (check all that apply):
? Tributary waters: linear feet width (fl).
? Other non-wetland waters: acres.
Identify type(s) of waters:
4. Wetlands directly abutting an RPti' l that flow directly or indirectly into TNVI's.
? Wetlands directly abut RPW and thus are jurisdictional as adjacent wetlands.
? Wetlands directly abutting an RPW where tributaries typically flow year-round. Provide data and rationale
indicating that tributary is perennial in Section III.D.2, above. Provide rationale indicating that wetland is
directly abutting an RPW:
? Wetlands directly abutting an RPW where tributaries typically flow "seasonally." Provide data indicating that tributary is
seasonal in Section 111,13 and rationale in Section III.D.2, above. Provide rationale indicating that wetland is directly
abutting an RPW:
Provide acreage estimates for-jurisdictional wetlands in the review area: acres.
5. Wetlands adjacent to but not directly abutting an RPW that flow directly or indirectly into TNWs.
? Wetlands that do not directly abut an RPW\', but when considered in combination with the tributary to which they are adjacent
and with similarly situated adjacent wetlands, have a significant nexus with a TNW are jurisidictional. Data supporting this
conclusion is provided at Section IiI.C.
Provide acreage estimates for jurisdictional wetlands in the review area: acres.
6. Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs.
? Wetlands adjacent to such waters, and have when considered in combination with the tributary to which they are adjacent and
with similarly situated adjacent wetlands, have a significant nexus with a TNW are jurisdictional, Data supporting this
conclusion is provided at Section III.C.
Provide estimates for jurisdictional wetlands in the review area: acres.
7. Impoundments of jurisdictional waters.'
As a general rule, the impoundment of a jurisdictional tributary remains jurisdictional.
? Demonstrate that impoundment was created from "waters of the U.S.," or
? Demonstrate that water meets the criteria for one of the categories presented above( 1 -6), or
? Demonstrate that water is isolated with a nexus to commerce (see I below).
E. ISOLATED [INTERSTATE OR INTRA-STATE1 WATERS, INCLUDING ISOLATED WETLANDS, THE USE,
DEGRADATION OR DESTRUCTION OF WHICH COULD AFFECT INTERSTATE COMMERCE, INCLUDING ANY
SUCH WATERS (CHECK ALL THAT APPLY):10
? which are or could be used by interstate or foreign travelers for recreational or other purposes.
sSee Footnote # 3.
')To complete the analysis refer to the key in Section 111.13.6 of the Instructional Guidebook.
"Prior to asserting or declining C11'A jurisdiction based solely on this category, Corps Districts will elevate the action to Corps and EPA HQ for
review consistent with the process described in the Corps/EPA Arentorandum Regarding CIVA Act Jurisdiction Following Rapanos.
from which fish or shellfish are or could be taken and sold in interstate or foreign commerce.
? which are or could be used for industrial purposes by industries in interstate commerce.
? Interstate isolated waters. Explain:
? Other factors. Explain:
Identify water body and summarize rationale supporting determination:
Provide estimates for jurisdictional waters in the review area (check all that apply):
? Tributary waters: linear feet width (ft).
? Other non-wetland waters: acres.
Identify type(s) of waters:
? Wetlands: acres.
F. NON-JURISDICTIONAL WATERS, INCLUDING WETLANDS (CHECK ALL THAT APPLY):
? If potential wetlands were assessed within the review area, these areas did not meet the criteria in the 1987 Corps of Engineers
Wetland Delineation Manual and/or appropriate Regional Supplements.
Review area included isolated waters with no substantial nexus to interstate (or foreign) commerce.
? Prior to the Jan 2001 Supreme Court decision in "SFJ ANCC," the review area would have been regulated based solely on the
"Migratory- Bird Rule"(MBR).
? Waters do not meet the "Significant Nexus" standard, where such a finding is required for jurisdiction. l xplain:
Other: (explain, if not covered above):
Provide acreage estimates for non jurisdictional waters in the review area, where the sole potential basis of jurisdiction is the MBR
factors (i.e., presence of migratory birds, presence of endangered species, use of water for irrigated agriculture), using best professional
judgment (check all that apply):
? Non-wetland waters (i.e., rivers, streams): linear feet width (fl).
? Lakes/ponds: acres.
? Other non-wetland waters: acres. List type of aquatic resource:
? Wetlands: acres.
Provide acreage estimates for non jurisdictional waters in the review area that do not meet the "Significant Nexus" standard, where such
a finding is required for jurisdiction (check all that apply):
? Non-wetland waters (i.e., rivers. streams): linear feet, width (li).
? Lakes/ponds: acres.
? Other non-wetland waters: acres. List type of aquatic resource:
? Wetlands: acres.
SECTION IV: DATA SOURCES.
A. SUPPORTING DATA. Data reviewed for JD (check all that apply - checked items shall be included in case file and, where checked
and requested, appropriately reference sources below):
? Maps, plans, plots or plat submitted by or on behalf of the applicant/consultant: 404 Wetlands Deliniation %ip provided by
'NC Wildlife Resources Conunission.
? Data sheets prepared/submitted by or on behalf of the applicant/consultant.
? Office concurs with data sheets/delineation report.
? Office does not concur with data sheets/delineation report.
Data sheets prepared by the Corps:Emily Jernigan and Tracey Wheeler, in file. .
? Corps navigable waters' study:
? U.S. Geological Survey Hydrologic Atlas:
? USGS N1-ID data.
? USGS 8 and 12 digit 1-1UC maps.
® U.S. Geological Survey map(s). Cite scale & quad name:Blounts Bay - NC.
13 USDA Natural Resources Conservation Service Soil Survey. Citation:Digital Soil flapper Beaufort County NC.
National wetlands inventory map(s). Cite name:
? Stale/Local wetland inventory map(s):
FEMA/FIRM maps:
? 100-year Floodplain Elevation is: (National Geodectic Vertical Datum of 1929)
? Photographs: ? Aerial (Name & Date):
or ? Other (Name & Date):
? Previous detennination(s). File no. and date of response letter:
? Applicable/supporting case law:
? Applicable/supporting scientific literature:
? Other information (}Tease specify):
B. ADDITIONAL, COMMENTS TO SUPPORT JD:
NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
REQUEST FOR APPEAL
Applicant: North Carolina Wildlife
Resources Commission c/o Mark Hamlett File Number: SAW-201 i-
00631 Date: 04/12/2011
At tached is: D See Section below
INITIAL PROFFERED PERMIT (Standard Permit or Letter of
permission) A
PROFFERED PERMI'T' (Standard Permit or Letter of erniission) B
PERMIT DENIAL C
APPROVED JURISDICTIONAL DETERMINATION D
PRELIMINARY JURISDICTIONAL DETERMINATION E
SECTION I - The following identifies your rights and options regarding an administrative appeal of the above
decision. Additional information may be found at littp://w?yw.usace.amlyaZVl/inet/fttnctions/cw/cecwo/reg or
Corps regulations at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: if you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that the
permit be modified accordingly. You must complete Section II of this form and return the form to the district engineer. Your
objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right to appeal
the permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a) modify the
permit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify the permit
having determined that the permit should be issued as previously written. After evaluating your objections, the district engineer
will send you a proffered permit for your reconsideration, as indicated in Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive,all rights to appeal the
permit, including its terns and conditions, and approved jurisdictional determinations associated with the permit.
• APPEAL: if you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein, you
may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form
and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of
this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
cotnpleti ig Section II of this form and sending the form to the division engineer. This form must be received by the division engineer
within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or
provide new information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the date of
this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative
Appeal Process by completing Section II of this form and sending the form to the district engineer. This form must be received by
the division engineer within 60 days of the date of this notice.
E: PRELIMINARY JURISDICTIONAL DE'T'ERMINA'T'ION: You do not need to respond to the Corps
regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved
JD (which may be appealed), by contacting the Corps district for further instruction. Also you may provide new
information for further consideration by the Corps to reevaluate the JD.
SECTION II - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your
objections to an initial proffered permit in clear concise statements. You may attach additional infornlation to
this form to clarify where your reasons or objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps
memorandum for the record of the appeal conference or meeting, and any supplemental information that the
review officer has determined is needed to clarify the administrative record. Neither the appellant nor the Corps
may add new information or analyses to the record. However, you may provide additional information to clarify
the location of information that is already in the administrative record.
POINT OF CONTACT FOR QUESTIONS OR INFORMATION:
If you have questions regarding this decision If you only have questions regarding the appeal process you
and/or the appeal process you may contact: may also contact:
Emily Jernigan Mr. Mike Bell, Adminisi ative Appeal Review Officer
Washington Regulatory Field Office CESAD-ET-CO-R
Post Office Box 1000 U.S. Army Corps of Engineers, South Atlantic Division
Washington, North Carolina 27889 60 Forsyth Street, Room 9M15
(910)-251-4567 Atlanta, Georgia 30303-8801
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any
government consultants, to conduct investigations of the project site during the course of the appeal process. You
will be provided a 15 day notice of any site investigation, and will have the opportunity to participate in all site
investigations.
Date: Telephone number:
Signature of appellant or agent.
For appeals on Initial Proffered Permits and approved Jurisdictional Determinations send this
form to:
District Engineer, Wilmington Regulatory Division, Attn:Eniily Jernigan, Project Manager,
Washington Regulatory Field Office, Post Office Box 1000, Washington , North Carolina 27889
For Permit denials and Proffered Permits send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Mike Bell,
Administrative Appeal Officer, CESAD-ET-CO-R, 60 Forsyth Street, Room 9M15, Atlanta,
Georgia 30303-8801
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