20072155 Ver 1_Application_20071217

NC WILDLIFE RESOURCES COMMISSION'~~~<~`°~~--
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DIVISION OF ENlGINEE ING SERVICES G~ ~~,
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5031 Cambridge Oaks Drive
Matthews, NC 28104 p
December 15, 2007
Division of Water Quality
2321 Crabtree Blvd., Suite 250
Raleigh, NC 27604
Gentlemen:
Enclosed please find 7 sets of drawings and PCN's and a wire transfer in the amount of
$240, payment ref. # 27548 for the proposed maintenance of the Bells Bridge BAA on
the Tar River, Edgecombe County, NC. A similar submittal has been made to the US
Army Corps of Engineers for review under their GP 197800125.
Please review this submittal and if you have questions or need additional information, let
me know.
Sincerely,
/ ~2~~
Michael Benteen
Facilities Engineer, NCWRC
[phone]
Division of Engineering Services
Mailing Address: 1720 Mail Service Center • Raleigh, NC 27699-1720
Office Location: 512 N. Salisbury Street • Raleigh, NC • Telephone: [phone] • Fax: [phone]

1
c Dec 11, 2007 11:39:06 AM
OCP AP DOCUMENT PAYMENT GENERAL INFORMATION DPG
NEXT FUNCTION: ACTION: HISTORY: 12/11/2007 11:38:58
BROWSE:
PAY ENTITY 17PT VEND/EMP NBR: 566000372 40
VEND/EMP SHORT NAME: DENR DOCUMENT NBR: 112907B
DOCUMENT DATE 11/29/2007 PAYMENT NBR: 001 PRTL PYMT NBR: 000
IND AMOUNT
SALES TAX/VAT
SALES TAX 2
SALES TAX 3
FREIGHT
ADDITIONAL COST
VAT INCLUSIVE N
EXPENSE IND
GL EFFECTIVE DATE: 12/03/2007
EXTRACT DATE
ACCRUAL CANC DATE:
GROSS INVOICE 290.00
PAYMENT AMOUNT 240.00
AMOUNT PAID 240.00
PAYMENT TERMS NET PAY IMMEDIATELY
PAYMENT DATE 12/03/2007
PAYMENT ROUTE CD
FACTOR NUMBER
REASON CODE/DESC
CURRENCY CODE
DISCOUNT TYPE NOT TAKEN
DISCOUNT TAKEN
PAYMENT STATUS PAID
PAYMENT REF NBR 0000027548
PAYMENT TYPE ELECTRONIC
HANDLING CODE
ONE INVC PER PYMT: YES
BANK ACCT PYMT CD: IGO
.00

rDec 11, 2007 11:38:52 AM
OCP AP DOCUMENT GENERAL INFORMATION DGI
NEXT FUNCTION: ACTION: HISTORY: 12/11/2007 11:38:47
PAY ENTITY 17PT VENDOR/EMP NUMBER: 566000372 40
VEND/EMP SHORT NAME: DENR DOCUMENT NUMBER 112907B
DOCUMENT DATE 11/29/2007
CONTROL NUMBER 0890 CONTROL DATE 11/29/2007
DOCUMENT TYPE INVOICE APPLICATION AREA JC
DOCUMENT STATUS PD-FULL DATE ENTERED 11/29/2007
CURRENCY CODE DATE LAST UPDATED: 11/29/2007
GROSS DOC AMOUNT 240.00 PROV ACCTG DATE
AMOUNT PAID 240.00
COUNTY CDE/TRIP NBR:
PO REFERENCE
SIGN APPROVAL CODE
DATES APPROVED
REMIT MESSAGE: 401 FEE FOR NCWRC BELLS RIDGE BAA

!, `
Office Use Only' Form Version March OS
07-2155
USACE Action ID No. DWQ No.
(lf any particular item is not appucaoie w wig p,v~v~~, Yivaac ~iiwi ..~+. ~ .yy=•~»^'•" _'_
I. Processing
P~IID
1. Check all of the approval(s) requested for this project:
^ Section 404 Permit ^ Riparian or Watershed Buffer Rules
^ Section 10 Permit ^ Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ^ Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: GP 197800125
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ^
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ^
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ^
II. Applicant Information
1. Owner/Applicant Information
Name: Michael Benteen
Mailing Address: 5031 Cambridge Oaks Drive
Matthews NC 28104
Telephone Number: 704-821-3157 Fax Number: same
E-mail Address: mbenteen(c~carolina rr com
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name:
Company Affiliation:
Mailing Address:
Telephone Number:
E-mail
Fax Number:
Updated 11/1!2005
Page 5 of 12
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III. Project Information
Attach a vicinity map cleazly showing the location of the property with respect to local
landmazks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is cleazly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Bells Bridge Ramp Replacement and Dock
2. T.I.P. Project Number or State Project Number (NCDOT Only): NA
3. Property Identification Number (Tax PIN): NA
4. Location
County: Edaecombe Nearest Town: Tarboro
Subdivision name (include phase/lot number): NA
Directions to site (include road numbers/names, landmarks, etc.): From North Main Street
Hwy 33) travel north past West Northern Blvd staying on Hwy 33. The site is lust before
Bells Bridge over the Tar River
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
sepazately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 35.57 °1V 79.24 °W
6. Property size (acres): Approx 5+ acres
7. Name of nearest receiving body of water: Tar River
8. River Basin: Tar-Pamlico
(Note -this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http•//h2o enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The area is forested and is used as a wildlife boat ramp.
Updaied 11/1/2005
Page 6 of 12

10. Describe the overall project in detail, including the type of equipment to be used: A new
14' wide concrete ramp will be built over the existing ramp using a Hush slab to yet below
water level Anew 6' wide courtesy dock will be installed on the downstream side of the
ramp A trackhoe will be used to accomplish most of this work.
11. Explain the purpose of the proposed work: The existing ramp_is deteriorated and cuts into the
natural bank This construction will place a new ramp at a proper slope that will allow use of the
ramp even during low water A courted dock and ADA space will be added to comply with
Federal Standards.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules. We can find no original permits for this site.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
There are no current plans for further development of this area.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
Updated 11/12005
Page 7 of 12

1. Provide a written description of the proposed impacts: A concrete abutment will be installed
above MHW to anchor 60' of floating dock. Anew ramp will be built by filling in the old
bank excavation and restoring the natural bank profile.
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
cPnarately lief impacts due to both structure and flooding.
Wetland Impact

Site Number
(indicate on map)

Type of Impact Type of Wetland

(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
es/no Distance to
Nearest
Stream
(linear feet Area of
Impact
(acres)

3. List the total acreage (estimated) of all existing wetlands on the property: -0-
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
mttct he included. To calculate acreage. multiply len~#h X width, then divide by 43,560.
Stream Impact
Number
(indicate on ma
Stream Name ..
Type of Impact perennial or
Intermittent? Average
Stream Width
Before Im act Impact
Length
(linear feet) Area of
Impact
acres)
1 Tar River Boat Ramp P 160 25 .OS
2 Tar River Courtesy Dock P 160 6 .01

Total Stream Impact (by length and acreage) .06
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill_ excavation_ dred~in~_ flooding. drainage. bulkheads, etc.
Open Water Impact
Site Number
indicate on ma) Name of Waterbody
(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc.) Area of
Impact
acres

Total Open Water Impact (acres)
Updated 11/1/2005
Page 8 of 12

6. List the cumulative im act to all Waters of the U.S. resultin from the roject:
Stream Im act (acres): .06
Wetland Impact (acres): -D-
en Water Im act (acres): -0-
Total Impact to Waters of the U.S. (acres) -0-
Total Stream Impact (linear feet): -.06-
7. Isolated Waters
Do any isolated waters exist on the property? ^ Yes ®No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ^ uplands ^ stream ^ wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.}:
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. This yroject will create no additional
run-off In design of the ramp care was taken to ter and re-establish the original river bank
Qrofile The new ramp will be shorter than the old ramp Impermeable area increase was
confined to the handicapped uarkin~ space All work will be done at low water.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January i 5, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
ua i virzoos
Page 9 of 12

aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
andJor upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similaz
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USAGE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina (see DWQ website for most current
version.).
Provide a brief description of the proposed mitigation plan. Tire description should p.o~'id~.
as much information as possible, including, but not limited to: site location (attach directions
_~u' },~P, '~' s'Y'_Yite), ~ _,:€~.d ~~~::m :,mod river basin, type and amount (acreagellineaz feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation n~hanism (e.g., decd restrcti~.~n~, c€~ ~_~ x~ .~_ e~ __ ~`; ~~•~), a~,.a a
description of the current site conditions and proposed method of construc;tion~ Pl~:asc attac~l~
a sepeurate sheet if more space is needed.
2. Mitigation may also be made by payment into the No~~ Cazv" ~~~ ~' .~w j 4a~ E}='~~~. , .
Program (NCEEP). Please note it is the applicant's responsibility to contact the, IVTCEEP a€
1?) ~r~ c t~.,~~ ~,. ' _ .,. ''.'°'i±Y, ~,3~:1 ~tacn ~~pproval from the NCEEP indicating
l~a€ il~y arc -will to aci:el~ payFnent for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http•//www.nceep.net/pages/inlieureplace.htm. If use of the NCEEP is proposed,
please check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (squaze feet):
Amount of Riparian wetland mitigation requested (acres):
Amount ofNon-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Docamentation (required by DWQ)
1. Does the project involve an expenditure of public (federaUstate/local) funds or the use of
public (federaUstate) land? Yes ® No ^
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Cazolina Environmental Policy Act (NEPAlSEPA)?
u~a iv~rzoos
Page 10 of 12

Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ^ No
X.
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ^ No ^
Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse}, 15A NCAC 2B .0259 (Tar-Pamlico}, 15A NCAC OZB .0243 (Catawba) 15A NCAC
2B .0250 {Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ~ No ^
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* Impact
uare feet Multiplier Required
Miti ation
1 587 sf 3 (2 for Catawba) -0-
2 -0- 1.5 -0-
Total 587 sf -0-
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration /Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260.
XI.
Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. The exiting site is heavily wooded and this
project will not increase the amount of impervious area.
Updated 11/1!2005
Page 11 of 12

XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
There is no waste water generated from this proiect.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes^ No®
Is this anafter-the-fact permit application? Yes ^ No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ^ No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Updated 11/1/2005
Page 12 of 12

North Carolina Wildlife Resources Commission
Division of Engineering Services
Drawing Index
Sheet 1: Existing Conditions
Sheet 2: Proposed Conditions
Sheet 3: Ramp Profile & Sections
07-2155
Bells Bridge BAA
Dock & Ramp
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EXISTING CONDITIONS
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SCALE:
o ~o zo so goo
DESIGN ENGINEER: MLB DATE: DDATE
APPROVED: GSM DATE: ADATE
REVISION: REVISER DATE: RDATE
CAD FILE ID: CADFILE
SHEET
1
OF 3
~oaTM NORTH CAROLINA WILDLIFE RESOURCES COMMISSION BELLS BRIDGE BAA
G~~~~,
. ,~ DIVISION OF ENGINEERING SERVICES TARBORO, NC TAR RIVER
fESO1"`ES 1720 MAIL SERVICE CENTER 919.707.0150 OFFICE EXISTING CONDITION S
RALEIGH, NORTH CAROLINA 27699 919.707.0162 FAX
Wo1er I Qv~l~-~ - - __
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15

PROPOSED CONDITIONS
Note:
Zone 1 taken from the top of
bank at W~, 30' waterward.
Zone 2 taken 20' additional
from zone 1.
.~
m
m
- - --
-_ _,
C Sond Bor
--`--
Impact ;;! 1 _
Ramp
Impac
Floatir
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15
33
14
SCALE:
o ,0 20 50 ,~
DESIGN ENGINEER: MLB DATE: DDATE
APPROVED: GSM DATE: ADATE
REVISION: REVISER DATE: RDATE
CAD FILE ID: CADFILE

SHEET
2
OF 3
~RO ~, NORTH CAROLINA WILDLIFE RESOURCES COMMISSION BELLS BRIDGE BAA
,~ DIVISION OF ENGINEERING SERVICES TARBORO, NC TAR RIVER
aESO1RCE5 1720 MAIL SERVICE CENTER 919.707.01500FFICE PROPOSED CONDITIONS
RALEIGH, NORTH CAROLINA 27699 919.7D7.0162 FAX

,~
15~
10
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Between ABC a
Rlprap ~ ~ ~ r1~Ni vxiiiiu ~c i~iyu~ uuiin i iviuc
Ramp Profile
Notes;
1. Docks to be NCWRC standard low profile
design with encapsulated floats.
2. Area disturbed is less than 1 acre. BMP
will be employed in all areas.
3. Impermeable area current: 0.64 ac.
Impermeable area after: 0.66 ac
Total Site: 5 ac+
Ramp Section
37 Push Slah
I~ '
_____
l(
Push Slab: ~7's@12 Long.
#5's@16 Trans.
Ramp: #5's@16 EW
Concrete: NCAA 4500 psi
w/ Air
Rebar Clearances: Per ACI 318
Flnlsh: 3/4 Groove Ramp & PS
Broom Apron
Splice: 18° min.
150 I
I
15D
NORTH CAROLINA WILDLIFE RESOURCES COMMISSION BELLS BRIDGE BAA DESIGN ENGINEER: MLB DATE: DDATE SHEET
HoRm
~,,pa~,, DIVISION OF ENGINEERING SERVICES TARBORO, NC TAR RIVER APPROVED: GSM DATE: ADATE
' REVISION: REVISER DATE: RDATE
""01RC°' 1720 MAIL SERVICE CENTER 919.107.0150 OFFICE
RALEICH,NORrHCAROUNA27sss 919.707.0162 FAX RAMP DETAILS CAD FILE ID: CADFILE OF 3