56361_NC DOT_20101221

❑ CAMA / ❑ DREDGE & FILL
GENERAL PERMIT Previous permit#
❑New 11 Modification ❑Complete Reissue ❑Partial Reissue Date previous permit issued
As authorized by the State of North Carolina, Department of Environment and Natural Resources
and the Coastal Resources Commission in an area of environmental concern pursuant to I SA NCAC
❑ Rules attached.
Applicant Name
Address
City State ZIP
Phone # ( ) Fax # (_)
Authorized Agent
0 CW ❑ EW 0 PTA
Affected
AEC(s):
❑ OEA ❑ HHF ❑ IH
❑ PWS: OFC:
ORW:
yes / no PNA yes / no
Type of Project/ Activity
Pier (dock) length
Platform(s)
Finger pier(s)
Groin length
number
Bulkhead/ Ripraplength
avg distance offshore
max distance offshore
Basin, channel
cubic yards_
Boat ramp
Boathouse/ Boatlift
Beach Bulldozi
Other
Shoreline Length �I I
SAV: not sure yes no
Sandbags: not sure yes no
Moratorium: n/a yes no
Photos: yes no
Waiver Attached: yes no
A building permit may be required by:
Notes/ Special Conditions
Agent or Applicant Printed Name
❑ ES ❑ PTS
UBA ❑ N/A
Crit.Hab. yes / no
Signature ** Please read compliance statement on back of permit"
Application Fee(s)
Check #
Project Location: County
Street Address/ State Road/ Lot #(s)
Subdivision
City ZIP
Phone # () River Basin
Adj. Wtr. Body (nat /man /unkn)
Closest Maj. Wtr. Body
(Scale:
0 See note on back regarding River Basin rules.
Permit Officer's Signature
Issuing Date
Local Planningjurisdiction
Expiration Date
Rover File Name

Statement of Compliance and Consistency
This permit is subject to compliance with this application, site drawing and attached general and specific conditions. Any
violation of these terms may subject the permittee to a fine or criminal or civil action; and may cause the permit to become
null and void.
This permit must be on the project site and accessible to the permit officer when the project is inspected for compliance. The
applicant certifies by signing this permit that 1) prior to undertaking any activities authorized by this permit, the applicant will
confer with appropriate local authorities to confirm that this project is consistent with the local land use plan and all local
ordinances, and 2) a written statement or certified mail return receipt has been obtained from the adjacent riparian
landowner(s) .
The State of North Carolina and the Division of Coastal Management, in issuing this permit under the best available
information and belief, certify that this project is consistent with the North Carolina Coastal Management Program.
River Basin Rules Applicable To Your Project:
[Zaar - Pamlico River Basin Buffer Rules
❑ Neuse River Basin Buffer Rules
❑ Other:
If indicated on front of permit, your project is subject to the Environmental Management Commission's Buffer Rules for the
River Basin checked above due to its location within that River Basin. These buffer rules are enforced by the NC Division of
Water Quality. Contact the Division of Water Quality at the Washington Regional Office (252-946-6481) or the Wilmington
Regional Office (910-796-7215) for more information on how to comply with these buffer rules.
Division of Coastal Management Offices
Raleieh Office Morehead City Headquarters
Mailing Address: 400 Commerce Ave
1638 Mail Service Center Morehead City, NC 28557
Raleigh, NC 27699-1638 252-808-2808/ 1-888ARCOAST
Location: Fax: [phone]
2728 Capital Blvd. (Serves: Carteret, Craven, Onslow -above
Raleigh, NC 27604 New River Inlet- and Pamlico Counties)
919-733-2293
Fax:[phone]
Elizabeth City District
1367 U.S. 17 South
Elizabeth City, NC 27909
252-264-3901
Fax: [phone]
(Serves: Camden, Chowan, Currituck,
Dare, Gates, Pasquotank and Perquimans
Counties)
Washington District
943 Washington Square Mall
Washington, NC 27889
252-946-6481
Fax: [phone]
(Serves: Beaufort, Bertie, Hertford, Hyde,
Tyrrell and Washington Counties)
Wilmington District
127 Cardinal Drive Ext.
Wilmington, NC 28405-3845
910-796-7215
Fax: [phone]
(Serves: Brunswick, New Hanover,
Onslow -below New River Inlet- and
Pender Counties)
Revised 08/09/06

BUFFER AUTHORIZATION CERTIFICATION FOR BRIDGE REPLACEMENT PROJECTS
A riparian buffer authorization is required for bridge replacement activities within the Neuse and Tar -
Pamlico River basins per Division of Water Quality (DWQ) regulations 15A NCAC 026.0233 & .0259. The
Division of Coastal Management (DCM) through a Memorandum of Understanding with the Division of
Water Quality (DWQ) has reviewed your project proposal, determined that the project as proposed
complies with the aforementioned regulations, and made a "no practical alternatives" determination
per those regulations.
Those activities covered by your Coastal Area Management Act (CAMA) permit have received Buffer authorization
as long as the project is constructed in a manner that continues to meet all of the conditions listed below. Failure
to comply with this Buffer Authorization shall subject the property owner & the party (contractor) performing the
construction &/or land clearing to a civil penalty of up to $25,000 per day per violation.
1) All stormwater runoff shall be directed as sheetflow through stream buffers at non-erosive velocities,
unless otherwise approved by this certification.
2) All riparian buffers impacted by the placement of temporary fill or clearing activities shall be restored
to the preconstruction contours and re -vegetated. Maintained buffers shall be permanently re -
vegetated with non -woody species by the end of the growing season following completion of
construction. For the purpose of this condition, maintained buffer areas are defined as areas within
the transportation corridor that will be subject to regular NCDOT maintenance activities including
mowing. The area with non -maintained buffers shall be permanently re -vegetated with native woody
species before the next growing season following completion of construction.
3) Pursuant to NCAC15A 213 .0233 & .0259, sediment and erosion control devices shall not be placed in
Zone 1 of any Neuse or Tar -Pamlico Buffer without prior approval by NCDWQ. At this time, NCDWQ
has approved no sediment and erosion control devices in Zone 1, outside of the approved project
impacts, anywhere on this project. Moreover, sediment and erosion control devices shall be allowed
in Zone 2 of the buffers provided that Zone 1 is not compromised and that discharge is released as
diffuse flow.
4) Bridge deck drains shall not discharge directly into the stream. Stormwater shall be directed across
the bridge and pre-treated through site -appropriate means (grassed swales, pre -formed scour holes,
vegetated buffers, etc.) before entering the stream. Please refer to the most current version of
Stormwater Best Management Practices.
By your signature below you agree to be held responsible for meeting all of the above listed conditions and verify
that all informationis complete and accurate.
_"L ( f
Agent or 4pplicant Printed Name
A n or ppL4nt Signature
CAMA GENERAL PERMIT#: �6 -
Permit Officer's Signature
)L_r--.,)—1—(v
Issue Date

XCAMA / ❑DREDGE &FILL
N° 56361
GENERAL PERMIT Previous permit #
®New ❑Modification (]Complete Reissue El Partial Reissue Date previous permit issued —
As authorized by the State of North Carolina, Department of Environment and Natural Resources ,•.• 1' f . L
and the Coastal Resources Commission in an area of environmental concern pursuant to 15A NCAC V / 1
n j [q- uses attached.
Applicant Name 1 " Project Location: County��
Address i 6 6" Street Address/ State Road/ Lot #(s) C 3
City�r �"�zn wlI N C- ':1-7
State ZIP -
I --7D 3gTO. ��. �3J.Y334,f
Phone #,(} _ Fax # (_)
Authorized Agent -s°
lkl
Affected O CW ❑ EW N PTA ❑ ES N PTS
AEC(s): ❑ OEA ❑ HHF ❑ IH ❑ UBA ❑ N/A
❑ PWS: ❑FC:
ORW: yes / Q PNA yes /(no Crit.Hab. yes / no
Other 33';K
.�- A�1�"t c f"i ; "'� w/ � /'•C amu;
Shoreline Length
SAV: not sure yes no
Sandbags: not sure yes no
Moratorium: n/a no
Photos: no
Waiver Attached: yes
�,'• i ��� � i; 1.i e ;i .fir" ,i3! o �r ff �A'.e z i,C � �'-� t �1�; =:
Subdivision
City_
zip7
I
Phone # ( ) River Basin
Adj. Wtr. Body °' "fir �` ` (nom /man /unkn)
Closest Maj. Wtr. Body``"�
X/ �;�1. �_�1.. ^�-i! ice• j^l.c :r_ �/-L .iZ;X'i.i 7'
I
J (Scale: /
A building permit may be required by: LJ gee note on back regarding River Basin rules.
Notes/ Special Conditions)
iC'Kb, /:fy°— y ,tl ) i!In. C!.%L"^j ���ic 111.•'`�i/�i�.�l /`mor' c(,
ly ,N _ ,��y�.c:�`tr � ' ri-�! ./"u A [.y,;,,.e2 •� � � 1 �:� e.J' ;r� w' ;t" li.x- , ..r-% l �c..( �'�' a t+ti f n l:-� 4 �'•.iif r`� Jg� •y'L�� •�.r,.;`� 1i<-f`.�
^,e_a M. �j,.. 't"It .�. /'rf i � �'--¢cr^ �F}•t.1Sh.. •^ i L-` d -d ,, � c. 1�I�. c+1r.-�•
Agent or Applicant Printed Name
Signature Please read compliance statement on back of ermit
t
Application Fee(s) Check #
PermitOfficer's Signature
Ila
Issuing Date Expiration Date
Local Planningf urisdiction Rover File Name
Type of Project/ Activity
��• �� X
Pier (dock) length
Platform(s)
--�—
Finger pier(s) J
Groin length
number
Bulkhead/ Riprap length
avg distance offshore
max distance offshore —
Basin, channel
cubic yards
Boat ramp
Boathouse/ Boatlift
i
Beach Bulldozing
Other 33';K
.�- A�1�"t c f"i ; "'� w/ � /'•C amu;
Shoreline Length
SAV: not sure yes no
Sandbags: not sure yes no
Moratorium: n/a no
Photos: no
Waiver Attached: yes
�,'• i ��� � i; 1.i e ;i .fir" ,i3! o �r ff �A'.e z i,C � �'-� t �1�; =:
Subdivision
City_
zip7
I
Phone # ( ) River Basin
Adj. Wtr. Body °' "fir �` ` (nom /man /unkn)
Closest Maj. Wtr. Body``"�
X/ �;�1. �_�1.. ^�-i! ice• j^l.c :r_ �/-L .iZ;X'i.i 7'
I
J (Scale: /
A building permit may be required by: LJ gee note on back regarding River Basin rules.
Notes/ Special Conditions)
iC'Kb, /:fy°— y ,tl ) i!In. C!.%L"^j ���ic 111.•'`�i/�i�.�l /`mor' c(,
ly ,N _ ,��y�.c:�`tr � ' ri-�! ./"u A [.y,;,,.e2 •� � � 1 �:� e.J' ;r� w' ;t" li.x- , ..r-% l �c..( �'�' a t+ti f n l:-� 4 �'•.iif r`� Jg� •y'L�� •�.r,.;`� 1i<-f`.�
^,e_a M. �j,.. 't"It .�. /'rf i � �'--¢cr^ �F}•t.1Sh.. •^ i L-` d -d ,, � c. 1�I�. c+1r.-�•
Agent or Applicant Printed Name
Signature Please read compliance statement on back of ermit
t
Application Fee(s) Check #
PermitOfficer's Signature
Ila
Issuing Date Expiration Date
Local Planningf urisdiction Rover File Name

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue, Governor James H. Gregson, Director Dee Freeman, Secretary
December 21, 2010
Jay Johnson, NC DOT
Division of Environmental Officer
Division 3
PO Box 1587
Greenville, NC 27835
Dear Mr. Johnson:
Attached is General Permit #56361C to construct a 33'x125' bridge to replace the existing
36.1'x88' bridge and relocate telephone and fiber optic cables, located in Blounts Creek, NC.
Also, enclosed is two Buffer Authorization Certificates, please sign and print your name as
indicated and return one in the enclosed, self-addressed envelope.
In order to validate this permit, please sign the permit as indicated. Retain the white copy for
your files and return the signed yellow and pink copies to us in the enclosed, self-addressed
envelope. If the signed permit copies are not returned to this office before the initiation of
development, you will be working without authorization and will be subject to a Notice of
Violation and subsequent civil penalties.
We appreciate your early attention to this matter.
Sincerely,
exit
Stephen Lane
Coastal Management Representative
lsb
Enclosures
400 Commerce Avenue, Morehead City, North Carolina 28557
Phone: [phone] \ FAX: [phone] \ Internet: www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer —50% Recycled \ 10% Post Consumer Paper

BUFFER AUTHORIZATION CERTIFICATION FOR BRIDGE REPLACEMENT PROJECTS
A riparian buffer authorization is required for bridge replacement activities within the Neuse and Tar -
Pamlico River basins per Division of Water Quality (DWQ) regulations 15A NCAC 02B.0233 &.0259. The
Division of Coastal Management (DCM) through a Memorandum of Understanding with the Division of
Water Quality (DWQ) has reviewed your project proposal, determined that the project as proposed
complies with the aforementioned regulations, and made a "no practical alternatives" determination
per those regulations.
Those activities covered by your Coastal Area Management Act (CAMA) permit have received Buffer authorization
as long as the project is constructed in a manner that continues to meet all of the conditions listed below. Failure
to comply with this Buffer Authorization shall subject the property owner & the party (contractor) performing the
construction &/or land clearing to a civil penalty of up to $25,000 per day per violation.
1) All stormwater runoff shall be directed as sheetflow through stream buffers at non-erosive velocities,
unless otherwise approved by this certification.
2) All riparian buffers impacted by the placement of temporary fill or clearing activities shall be restored
to the preconstruction contours and re -vegetated. Maintained buffers shall be permanently re -
vegetated with non -woody species by the end of the growing season following completion of
construction. For the purpose of this condition, maintained buffer areas are defined as areas within
the transportation corridor that will be subject to regular.NCDOT maintenance activities including
mowing. The area with non -maintained buffers shall be permanently re -vegetated with native woody
species before the next growing season following completion of construction.
3) Pursuant to NCAC15A 2B .0233 & .0259, sediment and erosion control devices shall not be placed in
Zone 1 of any Neuse or Tar -Pamlico Buffer without prior approval by NCDWQ. At this time, NCDWQ
has approved no sediment and erosion control devices in Zone 1, outside of the approved project
impacts, anywhere on this project. Moreover, sediment and erosion control devices shall be allowed
in Zone 2 of the buffers provided that Zone 1 is not compromised and that discharge is released as
diffuse flow.
4) Bridge deck drains shall not discharge directly into the stream. Stormwater shall be directed across
the bridge and pre-treated through site -appropriate means (grassed swales, pre -formed scour holes,
vegetated buffers, etc.) before entering the stream. Please refer to the most current version of
Stormwater Best Management Practices.
By your signature below you agree to be held responsible for meeting all of the above listed conditions and verify
that all information is complete and accurate.
Agent or Applicant Printed Name
Agent or Applicant Signature
CAMA GENERAL PERMIT #: S -a 3 �'
Permit Officer's Signature
Issue Date

Applicant:
Date: 1 "
i9
Describe below the HABITAT disturbances for the application. All values should match the name, and units of measurement
found in your Habitat code sheet.
Habitat Name
DISTURB TYPE
Choose One
TOTAL Sq. Ft.
(Applied for.
Disturbance total
includes any
anticipated
restoration or
temp impacts)
FINAL Sq. Ft.
(Anticipated final
disturbance.
Excludes any
restoration
and/or temp
impact amount)
TOTAL Feet
(Applied for.
Disturbance
total includes
any anticipated
restoration or
temp impacts)
FINAL Feet
(Anticipated final
disturbance.
Excludes any
restoration and/or
temp impact
amount
U sG 0 L
Dredge ❑ Fill [Both ❑ Other ❑
1A5 �`
Dredge []Fill ElBoth El Other EJI
I �/
/ q l
Dredge ❑ Fill [Both ❑ Other ❑
Dredge ❑ Fill 0 -Both ❑ Other ElA4FCd
ly.?60
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑

10en rA-1 1
APPLICATION for
Major Development Permit
(last revised 12127/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Project Name (if applicable)
Business Name
North Carolina Department Of Transportation
B-5200 Beaufort 60 NC 33 Over Blount's Creek Beaufort
MI
County WBS Element 45298. 1.1
Applicant 1: First Name
MI
Last Name
Jay
B.
Johnson
Applicant 2: First Name
MI
Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
PO Box
City
State
1587
Greenville
NC
ZIP
Country
Phone No.
FAX No.
27835 1587
us
252 - 830 - 3490 ext. 248
252 - 830 - 3341
Street Address (if different from above)
City
State
ZIP
Email
[e-mail]
2. Agent/Contractor Information
Business Name
Agent/ Contractor 1: First Name
MI
Last Name
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
I
PO Box
City State
ZIP
Phone No. 1
ext.
Phone No. 2
ext.
FAX No.
Contractor #
Street Address (if different from above)
City
State
ZIP
Email
<Form continues on back>

Form DCM MP -1 (Page 2 of 5)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. # `
Beaufort
c. Size of individual lot(s)
NC 33
Subdivision Name
City
State
Zip
e. Vegetation on tract
Maintained Roadside Grasses
f. Man-made features and uses now on tract
Bridge
Phone No.
Lot No. (s) (if many, attach additional page with list)
- - ext.
i. Is the proposed project consistent with the applicable zoning?
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Tar -Pamlico
Blount's 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.
®Natural ❑Manmade []Unknown
Blount's Creek
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, fist the planning jurisdiction or city limit the proposed
[-]Yes ®No
work falls within.
None
0
4. Site Description
a. Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
120'(60' East and 60' West)
N/A
c. Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
NWL (normal water level)
(if many lot sizes, please attach additional page with a list)
9.6' ❑NHW or ®NWL
e. Vegetation on tract
Maintained Roadside Grasses
f. Man-made features and uses now on tract
Bridge
g. Identify and describe the existing land uses adjacent to the proposed project site.
Woodlands
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 ®No
k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ®Yes ❑No ❑NA
If yes, by whom? NCDOT HEU Archaerology and
Historic Architecture
I. Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes ®No EINA
National Register listed or eligible property?
<Form continues on next page>
m. (i) Are there wetlands on the site? ZYes ❑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)

Form DCM MP -1 (Page 3 of 5)
n. Describe existing wastewater treatment facilities.
N/A
o. Describe existing drinking water supply source.
N/A
p. Describe existing storm water management or treatment systems.
N/A
APPLICATION for
Major Development Permit
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.
The Existing 88' Long by 36.1' Wide RC Floor on Timber Piles will be replaced with a 125' Long 21" Cored Slab Bridge .
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.
The Existing Bridge Will Be Removed and the Proposed Bridge will Be Installed. Typical Roadway Construction Equipment
Will Be Used, Including,But Not Limited To Tracked Excavators, Crane, Dump Trucks, Flat -Bed Trucks, Back- Hoes,And Boom
Trucks.
d.
List all development activities you propose.
Bridge Replacement
e.
Are the proposed activities maintenance of an existing project, new work, or both? Both
f.
What is the approximate total disturbed land area resulting from the proposed project? 10,018 ®Sq.Ft or []Acres
g.
Will the proposed project encroach on any public easement, public accessway or other area OYes No ONA
that the public has established use of?
h.
Describe location and type of existing and proposed discharges to waters of the state.
N/A
i.
Will wastewater or stormwater be discharged into a wetland? Yes ZNo EINA
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 ZNo NA
If yes, attach a mitigation proposal.
<Form continues on back>
6. Additional Information
In addition to this completed application form, (MP -1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) — (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.

Form DCM MP -1 (Page 4 of 5)
APPLICATION for
Major Development Permit
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 Hosanna Worship and Praise
Phone No.
Address P.O. Box 169 Blounts Creek, NC 27814 Parcel 5371
Name Charles L Smith and Linda J. Smith
Phone No.
Address 13302 NC HWY 33 E Blounts Creek, NC 27814 Parcel 9638
Name Weyerhaeuser Company, Inc.
Phone No.
Address 1785 Weyerhaeuser Road vanceboro, NC 28586 Parcel 2040
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
None
h. Signed consultant or agent authorization form, if applicable.
i. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N. C.G. S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
7. Certification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
1 further certify that the information provided in this application is truthful to the best of my knowledge.
Date October 15, 2010 Print Name `Betty A. Caldwell, PE
Signature
Please indicate application attachments pertaining to your proposed project.
®DCM MP -2 Excavation and Fill Information ®DCM MP -5 Bridges and Culverts
❑DCM MP -3 Upland Development
pDCM MP -4 Structures Information

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.
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.
C.
Access
d. High -ground excavation in cubic yards.
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
Other
Channel
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
(excluding
OWL ❑None
(NLW or
(ii) Describe the purpose of the excavation in these areas:
2.
Breakwater
shoreline
a.
NWL)
b. Dimensions of disposal area.
c.
(i) Do you claim title to disposal area?
d. (i) Will a disposal area be available for future maintenance?
stabilization
Length
(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
f. (i) Does the disposal include any area in the water?
Width
❑Yes ❑No ❑NA
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
(ii) If yes, how much water area is affected?
❑CW ❑SAV OSB
Avg. Existing
OWL ❑None
(ii) Describe the purpose of disposal in these areas:
Depth
NA
NA
Final Project
Depth
NA
NA
1. EXCAVATION ®This section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards.
C.
(i) Does the area to be excavated include coastal wetlands/marsh
d. High -ground excavation in cubic yards.
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV OSB
OWL ❑None
(ii) Describe the purpose of the excavation in these areas:
2.
DISPOSAL OF EXCAVATED MATERIAL
®This section not applicable j
a.
Location of disposal area.
b. Dimensions of disposal area.
c.
(i) Do you claim title to disposal area?
d. (i) Will a disposal area be available for future maintenance?
❑Yes ❑No ❑NA
❑Yes ❑No ❑NA
(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
f. (i) Does the disposal include any area in the water?
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
❑Yes ❑No ❑NA
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
(ii) If yes, how much water area is affected?
❑CW ❑SAV OSB
OWL ❑None
(ii) Describe the purpose of disposal in these areas:

For -i DCdM NIP -2 (Excavation and s=ill, Page 2 of 2)
3. SHORE=LINE STABILIZATION ❑This section not applicable
(If development is a wood groin, use MP -4 — Structures)
a. Type of shoreline stabilization: b. Length: 160' (80' East And 80' West)
❑Bulkhead NRiprap ❑Breakwater/Sill ❑Other: Width: 6-10'
c. Average distance waterward of NNW or NWL: 0 d. Maximum distance waterward of NHW or NWL: 0'
e. Type of stabilization material:
Granite
g. Number of square feet of fill to be placed below water level.
Bulkhead backfili Riprap 0
Breakwater/Sill Other
i. Source of fill material.
f. (i) Has there been shoreline erosion during preceding 12
months?
❑Yes NNo ❑NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
h. Type of fill material.
Granitel
4. OTHER FILL ACTIVITIES EJ This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? L.JYes LJNo LINA b.
If yes,
(ii) Amount of material to be placed in the water
(iii) Dimensions of fill area
(iv) Purpose of fill
(i) Will fill material be placed in coastal wetlands/marsh (CW),
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
❑WL ❑None
(ii) Describe the purpose of the fill in these areas:
5. GENERAL
a. How will excavated or fill material be kept on site and erosion b. What type of construction equipment will be used (e.g., dragline,
controlled? backhoe, or hydraulic dredge)?
Silt Fences and Rip Rap Typical Road and Bridge Construction Equipment
c. (i) Will navigational aids be required as a result of the project?
❑Yes NNo ❑NA
(ii) If yes, explain what type and how they will be implemented.
d. (i) Will wetlands be crossed in transporting equipment to project
site? ❑Yes NNo ❑NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
October 15, 2010 Betty A. Caldwell, PE
Date App' nt Name
B-5200 Beaufort 60 NC 33 Over Blount's Creek,Bridge To Bridge &�
Replacement WBS Element Number 45298. 1.1 Applicant Vignature
Project Name

HIM IN Mr -5
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.
1. BRIDGES ❑This section not applicable
a. Is the proposed bridge:
❑Commercial ®Publir(Govemment ❑Private/Community
C. Type of bridge (construction material):
Proposed 21" Cored Slab Bridge
e. (i) Will proposed bridge replace an existing bridge? ®Yes ❑No
If yes,
(ii) Length of existing bridge: 88'
(iii) Width of existing bridge: 36.1' Out to Out
(iv) Navigation clearance underneath existing bridge: 9_6'
(v) Will all, or a part of, the existing bridge be removed?
(Explain) All of the Existing Bridge will be Removed
9- Length of proposed bridge: 125'
b. Water body to be crossed by bridge:
Blount's Creek
d. Water depth at the proposed crossing at NLW or NWL:
3.4'
f. (i) Will proposed bridge replace an existing culvert? ❑Yes ®No
If yes,
(ii) Length of existing culvert:
(iii) Width of existing culvert:
(iv) Height of the top of the existing culvert above the NHW or
NWL:
(v) Will all, or a part of, the existing culvert be removed?
(Explain)
h. Width of proposed bridge: 33'
i. Will the proposed bridge affect existing water flow? ❑Yes ®No j. Will the proposed bridge affect navigation by reducing or
If yes, explain: increasing the existing navigable opening? ❑Yes ®No
If yes, explain:
k. Navigation clearance underneath proposed bridge: 9_6' I. Have you contacted the U.S. Coast Guard conceming their
approval? ❑Yes ®No
If yes, explain:
m. Will the proposed bridge cross wetlands containing no navigable n_ Height of proposed bridge above wetlands: 9_6'
waters? ❑Yes ®No
If yes, explain:
2. CULVERTS ®This section not applicable
a- Number of culverts proposed: b. Water body in which the culvert is to be placed:
< Form continues on back>

Form DCM MP-S(Bridges and Culverts, Page 2 of )
c. Type of culvert (construction material):
d. (i) Will proposed culvert replace an existing bridge?
❑Yes ❑No
If yes,
(ii) Length of existing bridge:
(iii) Width of existing bridge:
(iv) Navigation clearance underneath existing bridge: _
(v) Will all, or a part of, the existing bridge be removed?
(Explain)
f. Length of proposed culvert:
h. Height of the top of the proposed culvert above the NHW or NWL.
j. Will the proposed culvert affect navigation by reducing or
increasing the existing navigable opening? ❑Yes ❑No
If yes, explain:
by
e. (i) Will proposed culvert replace an existing culvert?
❑Yes [-]No �✓
If yes,
(ii) Length of existing culvert(s):
(iii) Width of existing culvert(s):
(iv) Height of the top of the existing culvert above the NHW or
NWL:
(v) Will all, or a part of, the existing culvert be removed?
(Explain)
9• Width of proposed culvert:
i. Depth of culvert to be buried below existing bottom contour.
k. Will the proposed culvert affect existing water flow?
[]Yes ❑No
If yes, explain:
3. EXCAVATION and FILL [I This section not applicable
a. (i) Will the placement of the proposed bridge or culvert require any
excavation below the NHW or NWL? ❑Yes ®No
If yes,
(ii) Avg. length of area to be excavated:
(iii) Avg. width of area to be excavated:
(iv) Avg. depth of area to be excavated:
(v) Amount of material to be excavated in cubic yards:
c. (i) Will the placement of the proposed bridge or culvert require any
high -ground excavation? ®Yes ❑No
If yes,
(ii) Avg. length of area to be excavated: 12'
(iii) Avg. width of area to be excavated: 12'
(iv) Avg. depth of area to be excavated: 3'
(v) Amount of material to be excavated in cubic yards: 17
Cubic Yards
b. (i) Will the placement of the proposed bridge or culvert require any
excavation within coastal wetlands/marsh (CW), submerged
aquatic vegetation (SAV), shell bottom (SB), or other wetlands
(WL)? If any boxes are checked, provide the number of square
feet affected.
❑CW ❑SAV ❑SB
OWL ®None
(ii) Describe the purpose of the excavation in these areas:
252-808-2808 ;. 1-888- COAS .e t z s rrs s . is revised- 10/26/06

Foy - (Bridges and Culverts, Page 3 of )
MTSD
r�
d. If the placement of the bridge or culvert involves any excavation, please complete the following:
���• ��1�
(i) Location of the spoil disposal area: Temporary Spoil Area is in the Existing Road
(ii) Dimensions of the spoil disposal area: 1 00' x 200'
(iii) Do you claim title to the disposal area? ®Yes ❑No (If no, attach a letter granting permission from the owner.)
(iv) Will the disposal area be available for future maintenance? ®Yes ❑No
(v) Does the disposal area include any coastal wetlands/marsh (CW), submerged aquatic vegetation (SAVs), other wetlands (WL), or shell
bottom (SB)?
❑CW ❑SAV OWL ❑SB ®None
If any boxes are checked, give dimensions if different from (ii) above.
(vi) Does the disposal area include any area below the NHW or NWL? ? ❑Yes ®No
If yes, give dimensions if different from (ii) above.
e. (i) Will the placement of the proposed bridge or culvert result in any f.
fill (other than excavated material described in Item d above) to
be placed below NHW or NWL? [-]Yes ®No
If yes,
(ii) Avg. length of area to be filled:
(iii) Avg. width of area to be filled:
(iv) Purpose of fill:
M
(i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed on high -ground? ®Yes ❑No
If yes,
(ii) Avg. length of area to be filled: 725'
(iii) Avg. width of area to be filled: 45'
(iv) Purpose of fill: Shoulder Construction
4. GENERAL
a.
Will the proposed project require the relocation of any existing
utility lines? ®Yes ❑No
If yes, explain: 2" Duct for Fiber Optic Cable to be
Installed by Directional Bore North Side 4" Duct for
Telephone Cable by Directional Bore South Side
If this portion of the proposed project has already received
approval from local authorities, please attach a copy of the
approval or certification.
(i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed within 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 158 Sq. Ft. ❑None
(ii) Describe the purpose of the excavation in these areas:
Fill for Shoulders
b. Will the proposed project require the construction of any temporary
detour structures? []Yes ®No
If yes, explain:
< Form continues on back>
252-808-2800 ,. 1- - AS1 �x� revised- 10126106

Forr-1 0CMNIP-5 (Bridges a^d Culverts, fare 4 of 4)
C. Will the proposed project require any work channels?
❑Yes ®No
If yes, complete Form DCM-MP-2.
e. What type of construction equipment will be used (for example,
dragline, backhoe, or hydraulic dredge)?
Typical Bridge Construction Equipment
g. WiH the placement of the proposed bridge or culvert require any
shoreline stabilization? ®Yes [-]No
If yes, complete form MP -2, Section 3 for Shoreline
Stabilization only.
October 15,2010 WBS Element 45298.1.1 Debit $400
Date
8-5200 Beaufort 60 NC 33 Over Blount's Creek, Bridge to Bridge
Replacement, Beaufort County WBS Element Number
45298.1.1
Project Name
Betty A. Caldwell, PE
Appy nt Name
Applicant Signature
d. How will excavated or fill material be kept on site and erosion
controlled?
Turbidity Curtains and Silt Fences will be used to retain
sediment on-site
f. Will wetlands be crossed in transporting equipment to project site?
❑Yes ®No
If yes, explain steps that will be taken to avoid or minimize
environmental impacts.

�O�. NAP
�q�G
6E-7
> -,
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre -Construction Notification C Form
A. Applicant Information
1. Processing
1 a. Type(s) of approval sought from the
Corps:
®Section 404 Permit El Section 10 Permit
1b. Specify Nationwide Permit (NWP) number: 3 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps?
❑ Yes
® No
1 d. Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ® Riparian Buffer Authorization
1 e. Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification: _
❑ Yes ® No
For the record only for Corps Permit:
❑ Yes ® No
1f. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance leiter from mitigation bank or in -lieu
fee program.
❑ Yes
® No
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
® Yes
❑ No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
® Yes
❑ No
2. Project Information
2a. Name of project:
B-5200 Beaufort 60 Bridge To Bridge Replacement NC 33 Over Blount's Creek
WBS Element Number 45298.1.1
2b. County:
Beaufort
2c. Nearest municipality / town:
Blount's Creek
2d. Subdivision name:
N/A
2e. NCDOT only, T.I.P. or state
project no:
45298.1.1
3. Owner Information
3a. Name(s) on Recorded Deed:
North Carolina Department of Transportation
3b. Deed Book and Page No.
N/A
3c, Responsible Party (for LLC if
applicable):
NIA
3d. Street address:
105 Pactolus Highway NC 33 P.O. Box 1587
3e. City, state, zip:
Greenville, NC 27835
3f. Telephone no.:
252-830-3490
3g. Fax no.:
252-830-3341
3h. Email address:
[e-mail]
Page 1 of 11
PCN Form — Version 1.3 December 10, 2008 Version

4.
Applicant Information (if different from owner)
4a.
Applicant is:
❑ Agent ® Other, specify: Division 2 Environmental Officer
4b.
Name:
Jay B. Johnson
4c.
Business name
(if applicable):
North Carolina Depratment of Transportation
4d.
Street address:
P.O. Box 1587
4e.
City, state, zip:
Greenville, NC 27835
4f.
Telephone no.:
252-830-3490
4g.
Fax no.:
252-830-3341
4h.
Email address:
[e-mail]
5.
Agent/Consultant Information (if applicable)
5a.
Name:
N/A
5b.
Business name
(if applicable):
5c.
Street address:
5d.
City, state, zip:
5e.
Telephone no.:
5f.
Fax no.:
5g. Email address:
Page 2 of 11
PCN Form — Version 1.3 December 10, 2008 Version

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
B-5200 Beaufort 60 NC 33 Over Blount's Creek
Latitude: N 35.372275 Longitude: - W
1 b. Site coordinates (in decimal degrees):
76.961996
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size:
N/A acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
Blount's Creek, a Tributary of Pamlico River
proposed project:
2b. Water Quality Classification of nearest receiving water:
C;Sw;NSW
2c. River basin:
Tar -Pamlico
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
NC 33 is a paved Primary State Highway. Woodlands and Agriculture dominate the landscape.
3b. List the total estimated acreage of all existing wetlands on the property.
125 Square Feet of Coastal Wetland Impacts For The Bridge To Bridge Replacement.
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
60' This site is part of a longer adjacent stream system
3d. Explain the purpose of the proposed project:
Bridge To Bridge Replacement , the existing bridge has deteoriated and needs replacing.
3e. Describe the overall project in detail, including the type of equipment to be used:
The Existing 88' Long RC Floor on Timber Pilings Bridge will be replaced with a Proposed 125' Long 21" Cored Slab
Bridge. Excavators, Dump Trucks, and Crane Trucks will be used for the Bridge To Bridge Replacement.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
®Yes ❑ No Unknown
project (including all prior phases) in the past?
Comments:
4b. If the Corps made the jurisdictional determination, what type
El Preliminary Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas?
Agency/Consultant Company:
Name (if known): Stephen Lane, NCDCM Jay
Other: NCDCM and NCDOT
Johnson,NCDOT
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
december 4, 2009
S. Project History
5a. Have permits or certifications been requested or obtained for
❑ Yes ® No ❑ Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
Page 3 of 11
PCN Form —Version 1.3 December 10, 2008 Version

6. Futuire Project Plans
6a. Is this a phased project? ❑ Yes ® No
6b. If yes, explain.
Page 4 of 11
PCN Form —Version 1.3 December 10, 2008 Version

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
® Wetlands ® Streams - tributaries ® Buffers
❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
2b.
2c.
2d.
2e.
2f.
Wetland impact
Type of jurisdiction
number —
Type of impact
Type of wetland
Forested
(Corps - 404, 10
Area of impact
Permanent (P) or
(if known)
DWQ — non -404, other)
(acres)
Temporary
W1 ®P ❑ T
Fill
Bottomland
Hardwood
® Yes
❑ No
® Corps
❑ DWQ
158 Sq. Ft.
W2 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W3 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W4 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W5 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W6 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
2g. Total wetland impacts
158 Sq. Ft.
2h. Comments: 158 Sq. Ft. of 404 Wetland Impacts
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
3b.
3c.
3d.
3e.
3f.
3g.
Stream impact
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number -
(PER) or
(Corps - 404, 10
stream
length
Permanent (P) or
intermittent
DWQ — non -404,
width
(linear
Temporary m
(INT)?
other)
(feet)
feet)
S1 ®P ❑ T
Pilings in Stream
Blount's Creek
® PER
❑ INT
❑ Corps
® DWQ
70'
19 Sq. Ft.
S2 ®P ❑ T
Pilings in Stream
Blount's Creek
® PER
❑ INT
❑ Corps
® DWQ
70'
52 Sq. Ft.
S3 ®P ❑ T
Pilings in Stream
Blount's Creek
Z E
® DWQ El Corps
70'
52 Sq. Ft.
S4 ®P ❑ T
Pilings in Stream
Blount's Creek
®❑ PER®
INT
Corps
70'
52 Sq. Ft.
S5 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S6 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
3h. Total stream and tributary impacts
175 Sq.
Ft.
Comments: 175 Square Feet of Stream Impacts
Page 5 of 11
PCN Form — Version 1.3 December 10, 2008 Version

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a.
4b.
4c.
4d.
4e.
Open water
Name of waterbody
impact number —
(if applicable)
Type of impact
Waterbody type
Area of impact (acres)
Permanent (P) or
Temporary
01 ❑P❑T
02 ❑P❑T
03 ❑P❑T
04 ❑P❑T
411 Total open water impacts
None
4g. Comments: No Open Water Impacts
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5a.
5b.
5c.
5d.
5e.
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed use or purpose
(acres)
number
of pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
5f. Total
None
5g. Comments: None
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction.-
onstruction:6.
6.Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a.
❑ Neuse ® Tar -Pamlico ❑ Other: None
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b.
6c.
6d.
6e.
6f.
6g.
Buffer impact
number —
Reason
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P) or
for
Stream name
mitigation
(square feet)
(square feet)
Temporary
impact
required?
B1 ®P ❑ T
Fill
Blount's Creek
® Nos
594 Sq. Ft.
703 Sq. Ft.
B2 ® P ❑ T
Fill
Blount's Creek
® Nos
670 Sq. Ft.
414 Sq. Ft.
B3 ®P ❑ T
Fill
Blount's Creek
® Nos
574 Sq. Ft.
375 Sq. Ft.
6h. Total buffer impacts
6i. Comments: See Page 6-A For Total Buffer Impacts
Page 6 of 11
PCN Form —Version 1.3 December 10, 2008 Version

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a.
4b.
4c.
4d.
4e.
Open water
Name of waterbody
impact number —
(if applicable)
Type of impact
Waterbody type
Area of impact (acres)
Permanent (P) or
Temporary
01 [:]PDT
02 []PEI T
03 ❑P❑T
04 ❑P❑T
4L Total open water impacts
None
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5a.
5b.
5c.
5d.
5e.
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed use or purpose
(acres)
number
of pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
511 Total
None
5g. Comments: None
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction.-
onstruction:6.
6.Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. if yes, then individually list all buffer impacts
below. if any impacts require mitigation, then you MUST fill out Section D of this form.
6a.
❑ Neuse ® Tar -Pamlico El Other: None
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b.
6c.
6d.
6e.
6f.
6g.
Buffer impact
number —
Reason
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P) or
for
Stream name
mitigation
(square feet)
(square feet)
Temporary
impact
required?
B1 ®P ❑ T
B 4 Fill
Blount's Creek
® Nos
843 Sq. Ft.
687Sq. Ft.
B2 ❑P❑T
El Yes
❑ No
B3 ❑P❑T
El Yes
❑ No
6h. Total buffer impacts
2681 Sq. Ft.
2179 Sq. Ft.
6i. Comments:
Page V -of -t0
PCN Form — Version 1.3 December 10, 2008 Version

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
There are 158 Sq. Ft. 404 Wetland Impacts for this Project and No Coastal Wetland Impacts; However, There are 2681
Square Feet of Buffer Zone 1 Impacts and 2179 Sq. Ft. of Buffer Zone 2 Impacts due to the installation of a Longer Bridge to
Replace the Existing Bridge. The Wetland Impacts have been minimized to the greatest extent feasible.
lb. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Use of existing roadway to operate construction equipment; no equipment will enter wetlands.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
❑ Yes ® No
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
2c. !f yes, which mitigation option will be used for this
project?
❑ Mitigation bank
El Payment to in-lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type
Quantity
3c. Comments:
4. Complete if Making a Payment to In-lieu Fee Program
4a. Approval letter from in-lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
❑ warm ❑ cool ❑cold
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non-riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 7 of 11
PCN Form — Version 1.3 December 10, 2008 Version

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
❑ Yes ® No
buffer mitigation?
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
6c.
6d.
6e.
Zone
Reason for impact
Total impact
Multiplier
Required mitigation
(square feet)
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
None
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
N/A
6h. Comments:
Page 8 of 11
PCN Form — Version 1.3 December 10, 2008 Version

E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
1a.
Does the project include or is it adjacent to protected riparian buffers identified
® Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
1 b.
If yes, then is a diffuse flow plan included? If no, explain why.
Comments: Storm Water will diffuse flow through vegetated uplands before entering
® Yes ❑ No
wetlands. there are no Weep Holes on the Proposed Bridge, and stormwater is
treated at the outlet pipe at Station 14+60 with Rock Inlet Sediment traps, Type C.
Stormwater will filter and diffuse flow through Special Sediment Control Fence.
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
N/A Roadway/Bridge Project %
2b.
Does this project require a Stormwater Management Plan?
® Yes ❑ No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why:
2d.
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative
description of the plan:
Storm Water will diffuse flow through vegetated uplands before entering wetlands. there are no Weep Holes on the
Proposed Bridge, and stormwater is treated at the outlet pipe at Station 14+60 with Rock
Inlet Sediment traps, Type C.
Stormwater will filter and diffuse flow through Special Sediment Control Fence.
❑ Certified Local Government
2e.
Who will be responsible for the review of the Stormwater Management Plan?
❑ DWQ Stormwater Program
® DWQ 401 Unit
3.
Certified Local Government Stormwater Review
3a.
In which local government's jurisdiction is this project?
N/A
❑ Phase II
❑ NSW
3b.
Which of the following locally -implemented stormwater management programs
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other: N/A
3c.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ® No
attached?
4.
DWQ Stormwater Program Review
® Coastal counties
❑ HQW
4a.
Which of the following state -implemented stormwater management programs apply
❑ ORW
(check all that apply):
❑ Session Law 2006-246
® Other: NPDES Permit
4b.
Has the approved Stormwater Management Plan with proof of approval been
❑Yes ®No
attached?
5. DWQ 401 Unit Stormwater Review
5a.
Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
Page 9 of 11
PCN Form — Version 1.3 December 10, 2008 Version

5b. Have all of the 401 Unit submittal requirements been met?
Yes
❑ No
F.
Supplementary Information
1.
Environmental Documentation (DWQ Requirement)
1 a.
Does the project involve an expenditure of public (federal/state/local) funds or the
® Yes
❑ No
use of public (federal/state) land?
1 b.
If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes
® No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c.
If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.)
❑ Yes
❑ No
Comments:
2.
Violations (DWQ Requirement)
2a.
Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑ Yes
® No
or Riparian Buffer Rules (15A NCAC 28 .0200)?
2b.
Is this an after -the -fact permit application?
❑ Yes
® No
2c.
If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3.
Cumulative Impacts (DWQ Requirement)
3a.
Will this project (based on past and reasonably anticipated future impacts) result in
El Yes
No
additional development, which could impact nearby downstream water quality?
3b.
If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
4.
Sewage Disposal (DWQ Requirement)
4a.
Cleady 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.
N/A
Page 10 of 11
PCN Form — Version 1.3 December 10, 2008 Version

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
❑ Yes ® No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ® No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
❑ Raleigh
❑ Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
Mr.Travis Wilson, NCWRC
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
Mr. Travis Wilson, NCWRC
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes ® No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
NCDOT HEU Historic Architecture and Archaeology
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?
® Yes ❑ No
8b. If yes, explain how project meets FEMA requirements: Bridge designed to no -rise standards
8c. What source(s) did you use to make the floodplain determination? FEMA FIRM Maps
Betty A. Caldwell, PE
October 15,
2010
�V, `
plicant/Agent's Signature
Applicant/Agent's Printed Name
Date
(Agent's signature is valid only if an authorization letter from the applicant
isprovided.)
Page 11 of 11
PCN Form — Version 1.3 December 10, 2008 Version

Sutton, Michael W
From:
Wilson, Travis W.
Sent:
Thursday, November 19, 2009 12:52 PM
To:
Sutton, Michael W
Subject:
RE: Division 2 Bridges
Mike, I think this covers all the bridge replacements projects you have requested comments
for, however if I have left off anything let me know.
B-5200: This crossing of Blount's Creek should have an anadromous fish moratorium of Feb
15 to June 15.
B-5201: No concern
B-5202: No Concern
B-5203: No Concern
B-5204: No Concern
B-5205:. No Concern
B-4234: No concern
B-4236: No Concern
If you have any more questions let me know.
Email correspondence to and from this sender is subject to the N.C. Public Records Law and
may be disclosed to third parties.
1

B-5200 BEA UFORT 60
BRIDGE REPLACEMENT
NC 33 OVER BL0UNT'S CREEK
j EDWARD USGS QUAD MAPAND SHEETNUMBER 17 FIRM PANEL 6509 J
OF THE SOIL SURVEYOFBEAUFORT COUNTY MAPNUMBER 3720650900 J
WBS ELEMENT NUMBER 45298.1.1 OCTOBER 29, 2009
1, r! �?y '� ,� ` ••. � �� � Chi:\t� . ' .. -� 1
��, � � •�' �` �, �-. � :..��, �_—,';r'�` =mac `..rte ,:,, :slla;
Ile
a� � � � �I� f�. J� .�7�y� \ .\ ow, QlpUnt�C �fof , � (.: •1� . �_
1 IS �
- 1 { /
L�
A`t- �_.r�•: poi `�;r `1: o ,`:.
B-5200 t
BEAUFORT 60 _ c
Y= 596651.8807
X= 260 7488.63 76
N35^-22'-20"
W 76^-57-43" _ : ti �.:, _, •�� .
N35.372275 DEGREES ` - _
W 76.961996 DEGREES '� --� ��; - ``;.ti _� ` • jY r� r•! ' i4f 3j
i Dusty-
ZI/
i • �� `, MCP 10
~% • Zt Ji,S-' \ %� -..� y •,, ,—._ ��`��%l���� E--•. ��'`"`�._,�•`-.a` •,Blotlnta
�'^•�,� -+. � ��. vim• - ��;,_�
2,500 1,250 0 2,500 Feet' ij

Rowe 060013
°
B-5200
BEA UFORT 60
To% Y= 596651.8807 0�
R c �q�e °� X= 260 7488.63 76
1- lea End Rd N 35^-22 20" —
'�a W 76^-57'--43"
0010 N35.372275 DEGREES o, Run
BEGINDETOUR ROUTE 06 1 W 76.961996 DEGREES
1
i 00 0
d n
X }� 06g081 N
UZr
Dusty END DETOUR ROUTE
Woiboum
`Gcge a N
0219
196,
ro
AREA OF POTENTIAL PAVEMENT WIDENING
INTERSECTION OF SR 1106 AND SR 1100 N
a
Q WE
E
3
6 v S
LL
96
0 2,500 5,000 10,000 15,000 20,000 SIN
Feet �U�sta /
B-5200 BEA UFORT 60
DETOUR ROUTE FOR BRIDGE REPLACEMENT
FROM NC 33 TO SR 1106,TRIPP ROAD THEN SR 1100, FLAT SWAMP ROAD, THEN TO NC 33
NC 33 OVER BL0UNT'S CREEK
EDWARD USES QUAD MAPAND SHEET NUMBER 17 FIRM PANEL 6509 J
OF THE SOIL SURVEY OF BEA UFORT COUNTY MAP NUMBER 3720650900 J
WBS ELEMENT NUMBER 45298. 1.1 JANUARY28, 2010

B-5200 BEAUFORT 60
BRIDGE REPLACEMENT
NC 33 OVER BL0UNT'S CREEK
EDW,4RD USGS UAD MAPAND SHEET NUMBER 17
Q FIRM PANEL 6509 J
OF THE SOIL SURVEYOF BEA UFORT COUNTY MAP NUMBER 3720650900 J
WBS ELEMENT NUMBER 45298.1.1 OCTOBER 29, 2009
Fy
N �Q
&X4
Tr>>
W E t
S Patch Rd
o
S a
Ave-
,
N
CL r
o l
Sr �
a Shy
/
v
B-5200
BEA UFORT 60
Y= 596651.8807
X= 260748&6376
N3S^-22'-20"
W 76^-57-43"
N 35.3 722 75 DEGREES
W 76.961996 DEGREES
e 40027
Rd
0
s
U
R
CD
Q
060013
240062 N I \
• e240023 v\
10,000 5,000 0 10,000 Feet
Run Fid
Mill

Sutton, Michael W
From: Lane, Stephen
Sent: Friday, December 04, 2009 9:06 AM
To: Sutton, Michael W
Subject: RE: Beaufort 39 B -4O25
Hi Mike,
I have visited the following sites and made the following jurisdictional determinations:
Beaufort County Bridge 18 (B-5202) on NC99 over Intercepting Canal - Jurisdictional
Beaufort County Bridge 39 (B-4025) on SR1925 over Broomfield Swamp Canal - Jurisdictional
Beaufort County Bridge 60 (B-5200) on NC33 over Blounts Creek - Jurisdictional Craven
County Bridge 10 (B-4086) on SR1111 over Brice Creek - Jurisdictional
I also plan to visit the remaining sites you sent me for determinations next week if -we
have some normal weather patterns then and will send you an email on what I find out.
Thanks,
Stephen
-----Original Message -----
From: Sutton, Michael W
Sent: Thursday, December 03, 2009 11:20 AM
To: Lane, Stephen
Cc: Caldwell, Betty A; Johnson, Jay B; Jones, Larry L
Subject: Beaufort 39 B-4025
Good Morning Lady and Gentlemen... Beaufort 39,B-4025, SR 1925,Idalia Road Over Broomfield
Swamp Canal is up for replacement. We request a CAMA Jurisdictional Call as soon as
possible. Attached are maps for your use.Many Thanks ... mike
Email correspondence to and from this sender is subject to the N.C. Public Records Law and
may be disclosed to third parties.
1

NO SURI'L Y REQUIRED FOR_.bI
PROJEC-1" 1.`FOR11. TIO.
1�'E/fist :Vr)• li-�?I)fa
F.d• Ao: BRS"IP-04711 (7)
kecicra! Jt'.:S'. (C ! 1 !'.golfil ,lir-:j fjf?'�'r! '
Co 1101:•1..
0iL-1it? -'e;"I
B aukm
PCI
f'urlrlirl ❑ St, l�:
C � ��� ❑ =�''•. 1'dl',rl ii Tlh��
l a' o2-
x Federal
on _VC.1 7• rlt'(!r' htJl1!llit \' i YcC,t;_ TI
£�11,1 f!l'r)Ic'i't a';li 11CI1'E' U
..'tr)tcr foutc• lrc;nl a C' �3 to S'R ! Illri (!r•if;rl Road).jr)inill,Y .SI•; ,'' r'!Jt/ if lrtt Sn'rtrr;!) linttcll. rJarth>,utrr! to
SnI::1Ii1JI:�R�' Ot�' C[�i,'TI'iL11.
RESOURCES REVIF\V
ry1'i i'f L!L'SCr'1fJtiri)t fJf 1•i`t lt.' :'!t i'tl\•ltli:,l', IVS111I f5 r)f rel-iVir, and
1Zcti is w or' EIP() ,loaf] iriaT75, historic deli-llationS rosier, and indexes t+as t:ndcrtaken or 4tarch S. 2010.
[1•L'...ctuSc the Beaut'Orl Count, :trchi=.;:crural SL.'l�'CV IS ctirretllly UIIc�CI <<:;v �lltl thl� 1;OjrCt a:'C�I has not
I�CC[l slli:'i:Ved, Isle C R' made: a sli e Visit to the APE on March 14, X010' NR. S
Th E3ascCl On lhts reti'ttty, 1;72I'c <1ri
l�t �xistin�� E., LD. DE, or SS 11roperltcs in the .-1r , r, ':
ea c.l f T111a1 F -J tectS. 01'e howntial resc)urce,
WarrenWarrent:il<117[ 1, I5 1 (rrir ie, tlUttl^r�ahll tale nireteenrh-centll-'�' Oteciljr'.:h 0-1 I L' 11QIih ICIL C)f NC 13, but
slar,dR well W -S', Of the APE.
1 here arc tln-cc; 1�ati:ntially c1i<,,ible resclurec;s on lE:e dctotlr mute �lfFripp acid Mat Swamp Rixlds- the
t�,rlur-Sl'lVrna Cht:rch rind ttt-o tar,^lstc �tls—hut, accordirti t.� Die ision 1',l._ ;l ttl:e Suucln, \n
inlE?rove nlcnts Will be nade ZC> the dC1.r)ltr route except the intc:rseelivn of SR I lUii <tnd Sh 1106 tvhcre ilio
Pa%'cilicilt might be witic:ned with :111 •.vork EL) he Cork hl [he cxi�t:; rnu _" I`he polcllually c i-
re,ourcc; Ilrc not Close enpurh tc> the SX 1 In() -SR 1106 runction to warrant Concern. fit) '
wever if the
scope of oris proposed detour changes. the historic _�rchitcctwc Groap (HAG,) must be natitic d
intrnediately, as a clew survey wiil be required.
13rii 1 Tt??knrtttirzn of'11%zt'the mw. aisle infolnlittiorl prut'ides tr r•i'
thcihiCe lJcr.�iS lilrlc'a\'artublr�;rtclirtin�,
/Jcu nc�n'i� cne nr� tutlrlerltiTa hi_voric propertic ill the. -IPL'.
Ii:e Beauti n Countysurvey is pre c.ltl}• beim ; Undertaken norh oftheParnlico, FC3d the arca south c�I'thz
Parrtlico is expected to be executed in the sun-ev's final phase. The CRP has been in c1O.c; contact with
the PEs workin!, on the Reault,rt County Slin'ey-13randon McCuin an lig � _
a:ul su ,�csts that a cvn�• o(their final report should !?�: �aiten to lli+tsicrl ? ara�l E[AG-1 lFL' for fi tort he
Prliccts' retcrenec,
SUPPORT D0CUIIEN'I•_LT10N
,See a[i1tC11c c1: _'I:lp (s), Photos, C01'rCs1l<)ndencC.
FJNDI\G 131' NCDO7- CULTURAV RESOURCI':S PimF 1!':SSIONAt.
NO SURVEY' R.E:f UjRI=f_)
M_ �, - 6L CIt
NCDCl.l C:ttltural [Zesoljrccs
Specialist
3- 2Y ~ Za, a
.n.1: .:•: ,G'::7hNr4�•fr..'in..n 1l.nw 1"�q _
gsi:r.�r.r.'..^r !'1•nlrfls rr 1 !m �•.... • c.
vr7N)'.-In-r.�.•...„�,.c rL_._.... .......... ,,.r t�sJrrr..r.:rNr• IL+:rr.r••i:f
Date

T
PA 10-02-0005 (6-5200): Replace Bridge No. 60, NC 33 over Bleunts Creek.
Beaufort County J Division 2
Detail of NCDQT Copy of NC -HPG annotated USGS Quad Map (Project Area
Delineated in Orange, Detour Route and potential resources indicated in
lavender)

Sandbeck, Penne S
From:
Sandbeck, Penne S
Sent:
tvlonday, March 22. 2010 10:08 AM
To:
Sutton, Michael W
Subject:
RE: Division 2 PA s
:'hanks, Xi.ke.. That.'O exa Aly wi_aL = needed to know. Phil proceed!
Penne
-----Oriainal mossace-•-
From: Sutton, M_clhael W
Sen'_: Friday, March 19, 2010 5:59
Tu: Sandbeck, Pcuine S
Subject: RE: Division 2 PA
Good aft.ernoor: MS. ?erme....sorry about the scanner--- No im-Orovemert, will be made no C17e
detour route except the intersectior: o= SK 1101) and SR 1105; the pav<,:rer?% might be widened
wiuh all w. --)r%- to be done in the exisring row. Let: rnn know if I can provide anyl:hi.ng that
may help you... have a great week -end ... mike
-
Original tessage------
Frcm: Sandbeck, Penne S
Sc...:t,, Fr.-iday, March 19, 2;,'�10 5:4 Pbi
To: 5utron, •!ichael `d
:subject. Dlvision 2 PA ss
j.11f:Z--
bac., _ nwA . our scarme r is toast _ a;i:.i I need it sc send, my Signatt:re to you all re thoseFA
S. RcriefL_ly, :.e car. get i= fixedon Monciay.
I do have a -question about t e Reauf;:rr.. County bridge replacerierrz_ a% B7our.t's Creek. Car.
yon: tail me anything about how they're play-Iincr to dO that detour? T_^.ere are a couple of
pretty gcod building s, a church { too`cs like a I90cs sehrol rjlat g.jL adapted to a church'
rind a larmsL•ead. 1 czecked with Gray & Pape, the fi.r1 that's taken over the Beaulort
Councy historic Arch-zue•'.'f ur3; Survey, but they haven't go Ler. scuta -f the Pamlico yeC, s>>
no call's been made on these resources i t:' '•.1. be up to us.
-Banks!
Finail correspondence to and from this sender is subject- to the ti.0
may be disclosed to t:ll.ir-d par -ties,
1
Public Records Law and

Sandbeck, Penne S
From: Sandbeck. Penne S
Sent: Monday. March 22, 2010 5:07 PM
Yo- 'Brandon McCain%'Meghan Hesse'
Subject: Resources in Beaufort County for future reference (Blounts Creek area, oaf NC 33E)
Attachments: NPO project'area and resources map pdf; resources on 8-5200 c:etour_3-20 t OJf�ss_h��c
ncdot.pdf; IMG_8174.jpg
HPO project area rmurces on (MG_8174.jpg (134
and resources... 3-5200 detour -3-2.- KB)
Brandon and Meghan,
I went ouc and checked the B-5240 bridge replacement site south of the Pamlico t:iiat I
asked yuu all about last week. Kappily, it -'s a tiny bridge and well away from Warren
Chapei, so I ser.; no problems as things now stand. The detour along Tripp Road {sP. 11x;5}
and Flat Swamp Road (SH 1100) concerned me because there are some resources on both roads,
but; rhe contact FR says they're r_or_ going ro do anything to those roads. All should be
well.
But 1 thought, YOU might like to have this advance information --here's; rhe map and the
buildings. I'1. throw in "Su. Ciridy" (which I don't think i.s eligible but w{-)rr_hy of map-
-od i ng) if I still have it on my ;` •drive here.
P enrre
1

(e-mlil fiom NILr. I,an IIcs��. Gray: and Papp..,-lit-2016; h B-,-100
Penin.
I am a cu -worker of Brandon McC:uin and am currently working on the architecutral survey in Beaufort
County. As for your que_;tinn about the V(' _;-1 bridge: near Coxs Crossroad?;. that area has n'oz been
surveyed and will be [tart of a later survey date that has not yet been determined. Currently- the survev
%work is being conducted nnrit o; Pamlico Ri%er to Beaufort. Countv.
Surry I am of no heir):
1 itank_,�.
Meehan Nesse
Architectural Historian
904-6-14-(.1656

V1
REQUEST FOR CULTURAL 10-- CD Z — oco
RESOURCES REVIEW FORM
i"Jivironnicm Unit
MI MORANDUM TO: Drew.loyner, I lum.ail
I 5U LN-lail Service CenLer, Ralcigh, NNC 27699.159.S
ATUENTION: Matt Wilkenion. Arclvacolooy Supervisor
Mary Popc l"urr. I lisioric A-rchitecture Supa'...1-sor
I -ROM: First Last Nlike Sutton
Title Division Unvironniental Spcn;all.sl Division -2
SUBJECT Reclucst 6br Cultural Kc� ic,.%: Beaufort 60, B-3200
N(' 11 Over Blount's Creek
DAT!': jar.-,: .-,- 29. 20,:)
PROJECT INTORIMATION
Pro/cc! A'a. B-5200 Beaufort
WRS.-Vo.- PCV
T -A -Vo: 1:j SMLC Federal
4--s S 011aij-1. Filward L, SGS Quad N--I;tp Shect Number I o C talc Soil
i Surto y of Bcauilbrr County
Pr-(.Vcct Descripion:
Replace lleauj�t-r 60, A -T.' )3 Ove t- Hhmat's 771I. -C P1.0jecr ivill have a De;oui- Rma(! f roar VC 33 to
SH 1! 06, Tfir p Road. then on to SR 1100, Hat Swamp Rentel, then to iVC 33.
pulp').vc & A. -c +1.
Rr-idge To Bridyc Replacement
SCHEDULING AND CONTACT INFO RNIATI ON
Dart? Veedeil.- -N-larch . 2010
Lang Jones TC/
252-810-3490 Entail' lang ancs.w licklol-gov
DESIGN INFORMATION
tenork..
Less Than 400 From
Fach End Bent
Lxisf, X. JV.
60'
Pi-opased R, IV. 60'
h-vis.r. .5peed
55 v I P[ I
Pkpposc(l Speed Limit - 55 M PI I
k,.Vist.
90 cletyree Skc%v 2 Lanes 88 Deet Lom., 35.5 Fee! C)A�ar Roadv.-av 36.1
1� -
.1,4iccliopy,
Fcct OULTo Out
-
NC 331 10 SR H 06. Tripp
Road.flica on to SR I I OO.Flat Swainp Road.to
NC. 33
Concrete Floor ern I-
So7wim-C
Bean-'smillba llilcs
Yea)- Built: 1950

Rowe r '
Ave' Warr or R
y Uea i rd
e.
suatc
BEGf,V DF.TOI-R ROUTE oso 1 j
� Gi• � I I �.
rl nl
s �
V, r
�2t9
at 4 ^
ry
U �
a i `QrY
ARLA OF POTF..N'TIAL P.1I *E.11ENT lt7liF.a'LN,G
I.%-7-L'RSEC770;N' OF'.tiR 1106 AA'D SR 1100
Q-,
v
i0 2,500 5.000 10,000 15,000 20,000
Feet
B-5200
BE- 11 UFORT 60 F
}J= 596651.8807 z
X= 2607488.6376
N 35 ^-22'- 20"
if/ 76A -5 7'-43"
N 3.5.3 722 75 DEGREE S LRE
11'76.961996 DEGREES I
EAD DF,T01'R ROUTF
oar
X50
B-5200 B F.A UFOR T 60
DETOL R ROL'TE FOR BRIDGE REPIACE.-VEA"T
I'ROM AV 33 TO SR 1106,TRIPP ROAD THEN .SR 1100, FLAT S ff:- MP ROM D, TlIEA' T O :N'C 33
NC 33 OVER BL(.il'T .S CREEK
EDIVARD USGS QUAD MAPA,l'D SHEET A-1- •IBER 17 FIRM P I.,N'*EL 6509 J
OF THE SOIL SUR VET OF REA UFORT COC.'r1'TY AMP NUMBER 3720650900 J
IVBS EL E M E A " T NU.IIBER 45295.1.1 J L.-Yt :

f'rn;�,•f t•nr:,�u:� vo rinren:rr[':'ser
10-02-0005
NO SURVEY REQUIRED I:OILsI
PROJECT INFORMATION
Prnject :Vo. B-52OO (.,rurrn ficautort
11111,5 Nn.- 451-98.1.1 1)oc unit-ni. PCL
F..-1 No: None Frurcli» .t : ❑ Slate CE Federal
Fecterul (t -*S. ICE) Permit Requit-ell" u 1"cs ❑ No 1'c'rnlit l)-i7e: Nationwide
Pr•ojeci Desc•rrl}tin»: IRelVacc Bt-u4ge :Vo, 60 on A(- 331 me't'e B1011111's CTTtk. This rrr,j,rc-'t a ill have it
ih'rcuu• Rotilc (For! A`C a; it) Sli' 1 I t16 ( 1 riltl) Rocltll tlreu c�/r to ,Sli ! 1 t)!1 tl leer .S:r unth kuucl, thc'+r hcrc:, to
Nc, 33.
tiUAINIARN (.)r" . I_T1 PUL IZESOURC-'F.S REVIEW
hri��t e!t'SCr'71Jtlr.>!1 rel r't'r'li'11' ifCtit'itli'.+. ri•sult.. o% rc't'retr, U11t1 curlc'11r,�icJJrs:
i he site I11us and maps ai the ( tl"l ice « t S1atc Arch::eolo--1v (USA) .sere rcyieaed on FritlaN. Fuhruary �.
2!) l t1• Within the vlcinily of the proposed project. there are no previotuly recorded archaeological sites
though a comprehensive survey has never been conducted in this location. Di;itai copies off -1110's maps
(Edward cluadran;;le).vere rcvicwL:,l on Monday. &&arch I S. '2010, Within the footprint of the project,
then are no recorded historic structures that may have intact archaeological deposils. Beatrfbrt County
GIS provided ::trials (200` orlhos) "ll'the project, area reveahnu an Area of Potential htlects (APF.)
composed emirely of -wooded terrain over'lookin<* beth bank, of f3lounts Creek- which is corroborated by
Goo -le Street Vic.v (_010 intagen•). File smidicam quadrant of the :'SPE, has been tiraded and landscaped
as part of a rceidential tract. Historic reaps. through UNC -CH were
also reviewed. notinu that sometime between 19 it) and 1930 the current alicnment of\C 33 was
constrimcd crossing Blounts Creek <rt its current location though the current bridge wns built in 1950.
The preyiou; alignment of NC arced to the north near Tripp Road and rejoined the current alignment
neer t.ti•,trren Chapel to tlt. east- N lost col. Cirrus[, Creck north of and outside of the AVE was impounded
durin the late 19t1 into the early ?0i1' century as the millpond for Blount Creek Nfill. The Soil Survey for
[icauti,rY County (1995:Shect No- l +) reseals that the ;turfy area for the protposcd project consists of
Auuusta fine cared. loam. One project requiring C)SA's cn.1ronnremal review, was conducicd in the
vicinity ofihe proposed Project (CII 03-U710. Electric Facilities in BCaufort, Cmven. I Iyde. Parnlico, and
«`ashin tem 4'ountics). I -he po.verline corridor was contained .whin existing, road RO%1` and crossed
mainly lo�� prohabiliri arca,; thcretiorc. a "to Comment- recommendation was put lorih by OSA tier this
particular pre}jcct. A reconnaissance SLU'Vel, 01-1110 project area %as riot conducted.
1yr it'jF_.tl!ltsrcrtiox ot'trhr clic available 7r11!)r'rrrrlticrr! hrrn'irlr.. a r'e'liuhle' /li1.CLS 1c N' /'CrLS'Urltf1111' hr'c'[!iC'111J�r
[licit there erre r10 imiclentified historic trot?e r•ties in the APE:
First. there are no previously rccorded archaeological sites .•ithin the project area. Second. a 'ilei
Coinrnent" statement was i„ucd for the one pre%ions project in the vicinity. requiring.: OSA's
environmental review. Finally, as proposed in the submittal farm for this project. the plans sugcrest that
the current bribee will he replaced by a newer structure in the exact same place while maintaining traffic
through an off-site detour. No additional ROW wIII be required tier this prr�Jcut: therefore. all proposed
construction activities will take place within the existing ROW. Unless design plans change prior to
construction. an archaeological survey is trot recommended for flus prcljccl.
`ien r, ; r,yu.•.•.r !nrm h!r',barri•rai•,,•-r4ih;wn 1'�'-'n.,it .1. ('J:Jfffwd ,I On! ?d;^ r'r;r.: ahlnlrlN:.-k_'rrr:nrn!
t'' i.;rl .if I ;is rl:r:.: Arcintr.•rtire,irrn.;:.�

SUPPORT DOCUMENTATION
"cc. ❑ ti•lap0s) ❑ Previous Survev Info ❑ Photos
❑ Photocopy of C:auntr Survey Notes
FINDING: BY NCDOT CULTURAL RESOURCES PROFESSIONAL
NO SURVEY RE( U i� RED
❑Corresponclence
1 S~// v
NCDOTCultural Resor}fc�-s Specialist
AS I $uno} R.':pur.d" 1•;rrn fnr1.1mor PurirpoYtnnv Pnrjeux nt O uriblied rn (lie :04 Agrcerren!
VC130r Irfia.;;gtg & litrterrc Archmearme I wript,

USPS - Track & Confirm
1q
WOV 4�01a
UNITED STATES
Page 1 of 1
POSTAL SERVICE: N Home I Help I Sign In
Track & Confirm FAQs
Track & Confirm 6S4,
Search Results
Label/Receipt Number: 7008 2810 0002 2053 7755
Service(s): Certified Mail"" Track &Confirm
Status: Notice Left Enter LabeVReceipt Number.
We attempted to deliver your item at 8:36 am on October 21, 2010 in
BLOUNTS CREEK, NC 27814 and a notice was left. You may pick up the
item at the Post Office indicated on the notice, go to
www.usps.com/redelivery, or call 800 -ASK -USPS to arrange for
redelivery. If this item is unclaimed after 15 days then it will be returned to
the sender. Information, if available, is updated periodically throughout the
day. Please check again later.
Detailed Results:
• Notice Left, October 21, 2010, 8:36 am, BLOUNTS CREEK, NC 27814
• Arrival at Unit, October 21, 2010, 8:35 am, BLOUNTS CREEK, NC 27814
Notification Options
Track & Confirm by email
Get current event information or updates for your item sent to you or others by email. ( Go > )
Site Map Customer Service Forms Gov't Services Careers
Copyright© 2010 USPS. All Rights Reserved. No FEAR Act EEO Data FOIA
Privacy Policy
in
Cu >
Terms of Use Business Customer Gateway
http://trkcnfrml.smi.usps.com/PTSIntemetWeb/InterLabelInquiry.do 10/26/2010

■ Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
■ Print your name and address on the reverse
so that we can return the card to you.
■ Attach this card to the back of the mailpiece,
or on the front if space permits.
1. Article Addressed to:
Ct�.e�.s L. Sr�trr�
L.i N D.A 7 SMI Rq
1 3:3C)2 Xl C }� w y 33 des,
z78i4
A. Sign u
X / ❑ Agent
Addressee
B. Received by (Printed Name) C. Date of Delivery
/0-_.3 —/ D
D. Is delivery address different from item 1? ❑ Yes
If YES, enter delivery address below: ❑ No
3. So' eType
rtified Mail ❑ Express Mail
❑ Registered ❑ Return Receipt for Merchandise
❑ Insured Mail ❑ C.O.D.
4. Restricted Delivery? (Extra Fee) ❑ Yes
2. Article Number
(rransfer from service label) 7008 2 810 0002 2053 7748
PS Form 3811, February 2004 Domestic Return Receipt 102595-02-M-1540
■ Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
■ Print your name and address on the reverse
so that we can return the card to you.
■ Attach this card to the back of the mailpiece,
or on the front if space permits.
1. Article Addressed to:
)7,S,5 -
VA K ceb C' LO
7,S5VAKceboLOC-
-28 5940
A. Signature
❑ Agent
X ❑ Addressee
B Received by (Printed Name) C. ate of Delive
5 A;X— A6A, ( G -alb
D. Is delivery address different fron-Aem )? ❑ Yes
It YES, enter delivery address below: ❑ No
3. Service Type
WCertified Mail ❑ Express Mail
❑ Registered ❑ Return Receipt for Merchandise
❑ Insured Mail ❑ C.O.D.
4. Restricted Delivery? (Extra Fee) ❑ Yes
2. Article Number 7008 2810 0002 2053 7762
(Transfer from service label) ---- -- --
PS Form 3811, February 2004 Domestic Return Receipt 102595 -o2 -M-1540
K
C
Q

Form DCM MP -1 (Page 5 of 5) APPLICATION for
Major Development Permit

Lane, Stephen
From: Sutton, Michael W
Sent: Tuesday, December 21, 2010 9:14 AM
To: Lane, Stephen
Subject: Revisions B-5200 Beaufort 60
Attachments: DCMMP-1 BE60.doc; DCMMP-2BE60.doc; DCMMP-5BE60.doc
DEC 21 2010

Form DCM MP -1 (Page 2 of 5)
3. Project Location
APPLICATION for
Major Development Permit
County (can be multiple) Street Address
State Rd. #
Beaufort
NC 33
Subdivision Name
City
State
Zip
Phone No.
Lot No. (s) (if many, attach additional page with list)
- - ext.
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Tar -Pamlico
Blount's 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.
®Natural ❑Manmade ❑Unknown
Blount's Creek
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
❑Yes ®No
work falls within.
None
4. Site Description
a. Total length of shoreline on the tract (ft)
b. Size of entire tract (sq.ft.)
60' (30' East and 30' West)
N/A
c. Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
9.6' ❑NHW or ®NWL
e. Vegetation on tract
Maintained Roadside Grasses
f. Man-made features and uses now on tract
Bridge
g. Identify and describe the existing land uses adjacent to the proposed project site.
Woodlands
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 GINo
k. Has a professional archaeological assessment been done for the tract? If yes, attach a copy. Yes ONo ONA
If yes, by whom?
NCDOT HEU Archaerology and
Historic Architecture
i. Is the proposed project located in a National Registered Historic District or does it involve a Yes No NA
National Register listed or eligible property?
<Form continues on next page>
m. (i) Are there wetlands on the
(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)

Fom-i IDGNI NIP -5 (3ridges and Culverts, Pane 2 of 4)
c. Type of culvert (construction material):
d. (f) Will proposed culvert replace an existing bridge?
IV, 0 <__T
❑Yes ❑No
If yes,
(ii) Length of existing bridge:
(iii) Width of existing bridge:
(iv) Navigation clearance underneath existing bridge:
(v) Will all, or a part of, the existing bridge be removed?
(Explain)
f. Length of proposed culvert:
h. Height of the top of the proposed culvert above the NHW or NWL.
e. (i) Will proposed culvert replace an existing culvert?
❑Yes [_-]No
If yes,
(ii) Length of existing culvert(s):
(iii) Width of existing culvert(s):
(iv) Height of the top of the existing culvert above the NHW or
NWL:
(v) Will all, or a part of, the existing culvert be removed?
(Explain)
9- Width of proposed culvert:
i. Depth of culvert to be buried below existing bottom contour.
j. Will the proposed culvert affect navigation by reducing or k. Will the proposed culvert affect existing water flow?
increasing the existing navigable opening? ❑Yes [--]No
❑Yes ❑No
If yes, explain: If yes xplai
3. EXCAVATION and FILL El This section not applicable
a. (i) Will the placement of the proposed bridge or culvert require any
excavation below the NHW or NWL? ❑Yes. ®No
If yes,
(if) Avg. length of area to be excavated: 12'
(iii) Avg, width of area to be excavated: 12'
(iv) Avg. depth of area to be excavated: 3'
(v) Amount of material to be excavated in cubic yards: 17
Cubic Yards
C. (i) Will the placement of the proposed bridge or culvert require any
high -ground excavation? ®Yes ❑No
If yes,
(ii) Avg. length of area to be excavated: f
(iii) Avg. width of area to be excavated:
(iv) Avg. depth of area to be excavated:
(v) Amount of material to be excavated in cubic yards:
b. (i) Will the placement of the proposed bridge or culvert require any
excavation within coastal wetlands/marsh (CW), submerged
aquatic vegetation (SAV), shelf 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:

Ffl.r;:n -001;'i7 :AfJ;'-,5 (Bridges and Culverts, Page 3 of 4)
d. If the placement of the bridge or culvert involves any excavation, please complete the following:
(i) Location of the spoil disposal area: Temporary Spoil Area is in the Existing Road
e.
H
(ii) Dimensions of the spoil disposal area: 100'x200'
(iii) Do you claim title to the disposal area? ®Yes ❑No (If no, attach a letter -granting permission from the owner.)
(iv) Will the disposal area be available for future maintenance? ®Yes []No
(v) Does the disposal area include any coastal wetlands/marsh (CW), submerged aquatic vegetation (SAVs), other wetlands (WL), or shell
bottom (SB)?
❑CW ❑SAV ❑WL ❑SB ®None
If any boxes are checked, give dimensions if different from (ii) above.
(v) Does the disposal area include any area below the NHW or NWL? ? ❑Yes ®No
If yes, give dimensions if different from (ii) above.
(i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed below NHW or NWL? ❑Yes ®No
If yes,
(ii) Avg. length of area to be filled:
(iii) Avg. width of area to be filled:
(iv) Purpose of fill:
(i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed on high -ground? []Yes ®No
If yes,
(ii) Avg. length of area to be filled:
(iii) Avg. width of area to be filled:
(iv) Purpose of fill:
4. GENERAL
a.
Will the proposed project require the relocation of any existing
utility lines? ®Yes ❑No
If yes, explain: 2" Duct for Fiber Optic Cable to be
Installed by Directional Bore North Side 4" Duct for
Telephone Cable by Directional Bore South Side
if this portion of the proposed project has already received
approval from local authorities, please attach a copy of the
approval or certification.
f. (i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed within 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 158 So. Ft. ❑None
(ii) Describe the purpose of the excavation in these areas:
Fill for Shoulders
b. Will the proposed project require the construction of any temporary
detour structures? []Yes ®No
If yes, explain:
< Form continues on back>

m
O
u -'A
cm
r,la�
wfpm
�
o-z
N �rW
oar
W
0
-,ee Sreet I -A For Index of SIL-eIs
rO SR rAV6
NC 33
1
BEGIN TIP PROJECT B-5200
—L— STATION 11150.00
GRAPHIC SCALES
40 20 0 40 80
PLANS
50_ _25 Q 50 100
PROFILE (HORIZONTAL)
S°ll°A°d°lE NORTH CAROLINA
DdVdSg )N OF HIGHWAYS
BEA UFOR T COUNTY
LOCATION. • N(- 33, BRIDGE NO. 60
O I ESR BLO UNTS CREEK
TYPE OF WO.RW BRIDGE REPLACEMENT,
GUARDRAIL, PA VING,
GRADING AND DRAINAGE
BEGIN STRUCTURE
—L— STATION /51.21LO
RMf rutOAut6T ��� yo
8-5200
erAn wcann R.creetns
45298.1.7 aacro�,noor�
NC GRID 2GGT
NAG e3i"SRs
END TIP PROJECT B-5200
� � —L— STATION 201.00.UO
}
/ ---- r0 SR u00
1 I
/ END STRUCTURE
j` �—L— STATION /6+48.00
PROJECT LENGTH
LENGTH ROADWAY TIP PROJECT B-5200 = 0.137 MILE
LENGTH STRUCTURE TIP PROJECT B-5200 = 0.024 MILE
TOTAL LENGTH OF TIP PROJECT B-5200 = 0.161 MILE
Premred in me orrice or,
DIVISION
OF HIGHWAYS
1704 North Greene
Sereet Greenville, NC 27835
mob ST4XU4RD
RIGHT OF 7DATE.
_ DWAYNE H ALLIGOOD
PROJECT ENGINEER
LETTING DATE: I LANG JONES
MARCH 2011 PROJECT DESIGN ENGn1D3ER
HYDRAULICS ENGINEER
ROADWAY DESIGN
ENGINEER
PRELIMINARY PLANS i
0O NOT VW rout CONRrutVVnoN
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLIX-

S
Ivul L-: r-1-iVF-MLlV1 LUUL SLUHLS ARE I: /UNLESS SHOWN OTHERWISE.
L ---- ---
-----j
ul
WEDGING DETAIL FOR BRIDGE
NOT TO SCALE
0
0
m
O
!fl ORIGINAL GROUND
m
.,....,c w mea uNt GRADE TO THIS UNE
USE TYPICAL SECTION '2 (NTS)
-L- 14+55.00 - 15+10.00
E
ORIGINAL GROUND
TYPICAL BRIDGE SECTION (NTS)
-L- STA /5122.00 TO -L- STA 16+47.00
—Uk I V THIS LINE
"S.
8-5200
2
)ADWA, DESIGN
PAVEMENT DESIGN
ENGINEER
ENGINEER
"S.

c
rn
L
E
m
9-
,9 P
0
NCDOT
B-5200 BEAUFORT COUNTY
REPLACE BRIDGE NO.60
NC 33 (BLOUNTS CREEK RDI
OVER BLOUNTS CREEK
BETWEEN SR 1106 AND SR 1100
CAMA GP, NWP 3, AND BUFFER
AUTHORIZATION APPLICATION
WBS ELEMENT NUMBER 45298JJ
SCALE: l•=30' (FULL-SIZE 22"X34'1
SCALE: 1"=60' (HALF-SIZE 1/'X/7")
SEPTEMBER /5, 20/0
FOR PERMITTING ONLY:
NOT FOR CONSTRUCTION
5.371
O
HOSANNA WORSHIP AND PRAISE
PO BOX 169
BLOUNTS CREEK NC 27814
DB: 1178 P6:619
51.52 AC
B/
COASTAL WETLAND IMPACTS = 0 Sq.Ft.
W/ 404 WETLAND IMPACTS = 158 Sq. Ft.
S/ STREAM IMPACTS = 19 Sq.Ft.
PROPOSED PILINGS /N STREAM
FILL REMOVAL = 145 Sq.Ft.
B/ BUFFER ZONE /IMPACTS = 594 Sq.Ft.
BUFFER ZONE 2 IMPACTS = 703 Sq. Ft.
ENERGY
DISSIPATOR
STO. ANG.
Na 876.02
nv DIFFUSE FLOW THRObE=27wc8550
HIGH VISIBILITY l5' SPECIAL SEDIMEN
ELEV.= 1159 TEMPORARY SILT CONTROL FENCE
FENCE
°
� pp
W NC 33 (BLOUNTS CREEK RD) boa
HIGH V/S/BILI
TEMPORARY SILT
FENCE
84
COASTAL WETLAND IMPACTS = 0 Sq. Ft.
W4 404 WETLAND IMPACTS = 16 Sq. Ft.
S4 STREAM IMPACTS = 52 Sq. Ft.
PROPOSED PILINGS IN STREAM
FILL REMOVAL = 149 Sq. Ft.
B4 BUFFER ZONE I IMPACTS = 843 Sq. Ft.
BUFFER ZONE 2 IMPACTS = 687 Sq. Ft.
BUFFER ZONE I IMPACTS
IBUFFER ,
NE 2 IMPACTS
404 WETLAND IMPACTS
.❖.❖.❖.
L I
DIFFUS
DIFFUSE FLOW THROUGH PROP. a Ducr
15's SEDIMENT FOR TELEPHONE
CONTROL FENCE j� BY DIRECTIONAL
20 BOA �{y BORE
o�F jO,,r i 9p / m
2040
oGFo�-
WEYERHAEUSER CO 6' o� tiFF�
1785 WEYERHAEUSER RD 4"
VANCEBORO,NC 28586
DB. 340 19 PAC 531
sa2 De•cripd.
1605.01 High Vis Temporary Silt Fence_____
1606.01 Special Sediment Control Fence ------
1632.03 Rock Inlet Sediment Trap Type C --------- 8°O°°$
�o
�00000
82
COASTAL WETLAND IMPACTS = 0 Sq. Ft.
W2 404 WETLAND IMPACTS = 0 Sq. Ft.
S2 STREAM IMPACTS = 52 Sq. Ft.
PROPOSED PILINGS /N STREAM
FILL REMOVAL = 80 Sq. Ft.
B2 BUFFER ZONE l IMPACT S = 670 Sq. Ft.
BUFFER ZONE 2 IMPACTS = 414 Sq. Ft.
ppZT9ujO
NE R
2000,
UFFE
DIVE DIFFUSE FLOW THROUGH HIGH VISIBILITY—
CONTROL
SEDIMENT TEMPORARY SILT
CONTROL FENCE FENCE
1
B2 mti
NO.
NO.
30 15 0 30 60
SCALE
*Uk
N
�
O'041
SMITH CHARLES L
& LINDA J
CREEKYNC327814
B �O'�
6 0
DB: 756 PU`:734
<Oyc;
0 k
OE;
FF
m
•J
�f PROP, Y DUCT
.• FOR FIBER CABLE
. BY DIRECTIONAL
BORE
T h
DIFFUS
DIFFUSE FLOW THROUGH PROP. a Ducr
15's SEDIMENT FOR TELEPHONE
CONTROL FENCE j� BY DIRECTIONAL
20 BOA �{y BORE
o�F jO,,r i 9p / m
2040
oGFo�-
WEYERHAEUSER CO 6' o� tiFF�
1785 WEYERHAEUSER RD 4"
VANCEBORO,NC 28586
DB. 340 19 PAC 531
sa2 De•cripd.
1605.01 High Vis Temporary Silt Fence_____
1606.01 Special Sediment Control Fence ------
1632.03 Rock Inlet Sediment Trap Type C --------- 8°O°°$
�o
�00000
82
COASTAL WETLAND IMPACTS = 0 Sq. Ft.
W2 404 WETLAND IMPACTS = 0 Sq. Ft.
S2 STREAM IMPACTS = 52 Sq. Ft.
PROPOSED PILINGS /N STREAM
FILL REMOVAL = 80 Sq. Ft.
B2 BUFFER ZONE l IMPACT S = 670 Sq. Ft.
BUFFER ZONE 2 IMPACTS = 414 Sq. Ft.
ppZT9ujO
NE R
2000,
UFFE
DIVE DIFFUSE FLOW THROUGH HIGH VISIBILITY—
CONTROL
SEDIMENT TEMPORARY SILT
CONTROL FENCE FENCE
1
B2 mti
NO.
NO.
30 15 0 30 60
SCALE
*Uk
DIFFUSE FLOW THROUGH
15' SPECIAL SEDIMENT
CONTROL FENCE
`7 •07— NC 33 (BLOUNTS CREEK RD)
€ :.� �►�
jjw
7"R
VAUL
*;a
ICONTROL
i ••'SPECIAL SEDIMENT TEMPORARY SILT I
FENCE FENCE
B3
COASTAL WETLAND IMPACTS = 0 Sq. Ft.
W3 404 WETLAND IMPACTS = 0 Sq. Ft.
S3 STREAM IMPACTS = 52 Sq. Ft.
PROPOSED PILINGS /N STREAM
FILL REMOVAL = 76 Sq. Ft.
B3 BUFFER ZONE IIMPACTS = 574 Sq. Ft.
BUFFER ZONE 2 IMPACTS = 375 Sq. Ft.
NOTES:
(I) 8-5200 IS ON THE BLOUNTS BAY USGS QUAD MAP
AND SHEET NUMBER 17 OF THE SOILS SURVEY
OF BEAUFORT COUNTY
(2) FIRM PANEL 6509 J. MAP NUMBER 3720650900 J
(3) B-5200 IS /N THE TAR —PAMLICO RIVER BASIN
HUC CODE 03020/04
(4) BLOUNTS CREEK /S C:SWNSW
TAR-PAMUCO RIPARIAN BUFFER RULES APPLY
7266
O
SMITH CHARLES L & LINDA J
BLOUNTS CREEKYNC327814
DB:690 �G:71
3.44 AC
(5)B-5200. BEAUFORT BRIDGE •60 IS CAVA JURISDICTIONAL AS
PER STEPHEN LANE. NCDCM DECEMBER 4,2009
(6)FEBRUARY 15 TO JUNE /5 MORATORIUM AS PER
TRAVIS WILSON, NCWRC NOVEMBER 19, 2009
?O,Q
9638
O'041
SMITH CHARLES L
& LINDA J
CREEKYNC327814
BLOUNTS
DB: 756 PU`:734
6.00 AC
DIFFUSE FLOW THROUGH
15' SPECIAL SEDIMENT
CONTROL FENCE
`7 •07— NC 33 (BLOUNTS CREEK RD)
€ :.� �►�
jjw
7"R
VAUL
*;a
ICONTROL
i ••'SPECIAL SEDIMENT TEMPORARY SILT I
FENCE FENCE
B3
COASTAL WETLAND IMPACTS = 0 Sq. Ft.
W3 404 WETLAND IMPACTS = 0 Sq. Ft.
S3 STREAM IMPACTS = 52 Sq. Ft.
PROPOSED PILINGS /N STREAM
FILL REMOVAL = 76 Sq. Ft.
B3 BUFFER ZONE IIMPACTS = 574 Sq. Ft.
BUFFER ZONE 2 IMPACTS = 375 Sq. Ft.
NOTES:
(I) 8-5200 IS ON THE BLOUNTS BAY USGS QUAD MAP
AND SHEET NUMBER 17 OF THE SOILS SURVEY
OF BEAUFORT COUNTY
(2) FIRM PANEL 6509 J. MAP NUMBER 3720650900 J
(3) B-5200 IS /N THE TAR —PAMLICO RIVER BASIN
HUC CODE 03020/04
(4) BLOUNTS CREEK /S C:SWNSW
TAR-PAMUCO RIPARIAN BUFFER RULES APPLY
7266
O
SMITH CHARLES L & LINDA J
BLOUNTS CREEKYNC327814
DB:690 �G:71
3.44 AC
(5)B-5200. BEAUFORT BRIDGE •60 IS CAVA JURISDICTIONAL AS
PER STEPHEN LANE. NCDCM DECEMBER 4,2009
(6)FEBRUARY 15 TO JUNE /5 MORATORIUM AS PER
TRAVIS WILSON, NCWRC NOVEMBER 19, 2009

mug
se
SIMON
mug
"I. -Ion
Noon
-1111111 Mao. I
gololololulls
IMMI60
11
III F4 1 BIN 11 11 1111110 1
..I. No I
111131i
11111 1 11
oil on I 0
no •I . I IB
Bill 1BI
on
waamom 0.
I
a . 10110011
BRIDGE SURVEY & HYDRAULIC DESIGN REPORT
Design. DISChorg ... C.f.3. Frequency 7 E is .. ......
River Basin ....... TA"A.A
_0..IP.O ............... Character ........ KIK
MOM,
MIN moon
Strom Class;Ificatton (Such as Trout, HIOn Duality water. otc.) ..................
N.C.DEPARTMENT OF TRANSPORTATION
DIVISION OF NGHWAYS
Overtopping, Ojearvarge ...... J... FreQuency, Soo y-.- E,— 12.3
;1 1 z X a
mill i
I I NMI on
M 1
in me..
MIN
ff limmmmr=mmnm
a
01111.o
Not.—Y Dp.nt.9 ...
so
M
li""S
so
LID. No...... ProJeCt No. ...................... Pro]. Station AtAWA7-111
Data on Structures U Down Stream
Ufa oncl m ............................. ............................ - ...........
County ..... .. pir"O" . ....... B'IdW Over ..... ...................
In 60
Bridge V` NO--
I;I�... USG$ RUM ...-
'— ...
so 0 V
VIRM 0
A -AM 0
se I I 'ARIV so
is I. -.SEE 11
go 1
ME! 111111 1 .1 0
9 win
me
0 Hill'
Uwe
Inoso
...................... ... ..... ....... ..........
...
...... .........®WARD......................
USES
...... H. .............
Recommenced Structure
IG YR - 1072 US ... ��?.CPS . . . . . . ........ ...........
Design Control Elev. ......
HE
11111 r
.1
"M Mo mom
1111.23 YR.......... ............. ....
son
■111111111111
i Rb.o—..ftd Width of R.-ch"y ......... M. �WAXW KOAPWAY ...........
Sk.w ............
....... .. ..... ............ ... ..... . . .................... . .. ...
• C1
q RecommanO60 Location a Strom from Existing Crossing............. .......
A". 91....1........11.
...... ......
Historical Flood IrIformotlont
Nwcw�$Zt Shipping Point )P.WAIP ....... On .... .....
R.R- MR. a From Bridge
00 -
Now No 1!
•Mill
a so Mo
I
111111" IN
an 1 1
IN Mo
P rl.d of
N 2-7907.6490 E �? �!!D� Elev.
I Hill!"
a
a
...... ..... I
Dot— .........
OVERTOPPING CONTRACTION BOOM
. I I ................................................ ............. ........... ... .................
Period of
Dote............ .... Est.Freq . ........Source .................... .......... Knowledge
a
0 0 xm
IN so
I In
1, I
0 11
is i1lill
1.-. MOMOMM 2
0 MIN 11
is
an IBM
.1
ENRON
Historical Scour Info.: General1111_.. Contraction ... Local
Ml
I•s Ij ii
0 NMI
H
11 on
X,
Is
Is bet a - ON
MIN!
1 0000 so 01 moon 0
..
Mo 8 0
.1 llama
man M
Rim momign
11111i
0
.. ............. I ..................................... ..... ...................... ...................
Flood Study Status .. ....1111 ........ .............. Floodway Established? YES
4
PIHt SCOUR: ... ........ ... . . ........... . . ..... * ...... ** ... ... . .
Fiaoal study 100 yr. 013marge..200 ... c.f.S.; W.S. Ele— With Flooftoy_?.-A.... Without Floodway.... 4
Hill
Is 11
I I ill
111111
ill I
..................... ... . I .... .................... ...... ........ .... .....
PIER 0 1 a STA 15-W:■
DESIGN DATA
Wir
•'
PIER S 2 0 STA 16-07-
---------ii■fi
.. ............ . ... ........ . ................. ....... .......
spin,
on ME
sim
1 ul
...........I............. ............ ............ ..................................................
Hydralic Design Method ........ ........... ........................
c
!noE
1111.. ............ I .............................................................. ...... I ............... .. .. ....
Floods Evoiuotods Frog. 0 Ekiv. BocKwater Bridge Opening Velocity
11
.......11M....... Rd....
11
Lm mom
r
......1.?....... ......710........ ........
len
................ ........... ............... - .........................................................
.......SR...... ....... Rlw ....... ......R.1........ .......
Is
1 . ...... .......R ....... ...QR.... ........ M .....
0
ill[
r all,
................. ... ...................................................... .. .. ... ... .....
.....AOR...... ....... u1.4....... ..... n:?........ .... P.? .... ........ VA.! . .....
im
P4 5
.....G?....... ....... ..... ....... ...
2441MY
I so
limm"m
....... ........................ ...... ......................... ...........
ES 00
D111"d Dy: .........
�iiill
Average ChonnolVelocity (Design) .... AvW.96 O—b0ni, Velocity (DeSigni....R.P.M .....
2010
Dote ANE� ........
ASSISted byl ...............
S E A L
........... . ......... .................. . .................... ........
cmauted scour , Genera .................. .......... Contraction ...... 41 ............ Local .......... Mr .............
................
Prolect Engineer, JOF OIUOECK PE
t
. ........ ............... ........... ... ...... ...............
IS a Flood.ay RevIsion Required? ................ ...
. . .. ...... ­* .. . ... ....
. .......
•
Reviewed by . ......................... I ..........................
1111Lill
pm igal!'imiili■
p1111
'�i! ..
_. •
! !
0iiE
Elm Ems
g�g
' g
one
Mo
11110"M■
Bill
�4
eg
0 ME
Mmossli
no
I an!
0
�
so
ow ff no
„ ,
. „
•
�i�g�lg �
03SO.'Odd Misly-7
0
li !I I lu.
I
3�gVi 33NVV480JdJd
�.�►1'i'J►1AL.
s .
�
' '
BIB
;
�;,
I . . . g .
g:
N ....�
' e •
EEl
. pill
is
. . . . . . . . . . . . . . . . . . . .
............................................ .. I ......................................... - .........
SITE DATA
............................................ ............................... ............................................................
INFORMATION TO BE SHOWN ON PLANS
Drainage Area .......... 12!�4..$CkM ................. Source —Fw.m. ..................................
So 9"..
BRIDGE SURVEY & HYDRAULIC DESIGN REPORT
Design. DISChorg ... C.f.3. Frequency 7 E is .. ......
River Basin ....... TA"A.A
_0..IP.O ............... Character ........ KIK
26a6 100 yr. EINIV. 10-01.1
So" Flood: OlCh-Q c.f.,. Frequency
Strom Class;Ificatton (Such as Trout, HIOn Duality water. otc.) ..................
N.C.DEPARTMENT OF TRANSPORTATION
DIVISION OF NGHWAYS
Overtopping, Ojearvarge ...... J... FreQuency, Soo y-.- E,— 12.3
Goto on Existing Strucrurel.0 •MAP!.z! IF74�;1.0.34, ..K.
@
UNIT
HYDRAILLIC N. C.
RALEIGh.
Not.—Y Dp.nt.9 ...
ADDITIONAL INFORMATION AND COMPUTATIONS
Potentlaft Low........ Moderate ... 9 ... High...
LID. No...... ProJeCt No. ...................... Pro]. Station AtAWA7-111
Data on Structures U Down Stream
Ufa oncl m ............................. ............................ - ...........
County ..... .. pir"O" . ....... B'IdW Over ..... ...................
In 60
Bridge V` NO--
I;I�... USG$ RUM ...-
'— ...
DOWNSTREAM_.,, WA UlTntE"..SR.11106 SRO.# 611®••30'4';1®••a0'-1';.1®•• 3W4'
On Highway ......... 60-0 wh P499QWW and
.. ...... - , , ..... — * - ......................................
— — — ........ .. ..
ikd4MdI;IK
...................... ... ..... ....... ..........
...
...... .........®WARD......................
......................
...... H. .............
Recommenced Structure
IG YR - 1072 US ... ��?.CPS . . . . . . ........ ...........
Design Control Elev. ......
............................... ............... .............................................
1111.23 YR.......... ............. ....
GO9. Station ......................... Period of Records- .......................
i Rb.o—..ftd Width of R.-ch"y ......... M. �WAXW KOAPWAY ...........
Sk.w ............
....... .. ..... ............ ... ..... . . .................... . .. ...
Mo.. Discharge ....... ................... C.f.- Date ................ FreQueln"y
q RecommanO60 Location a Strom from Existing Crossing............. .......
A". 91....1........11.
...... ......
Historical Flood IrIformotlont
Nwcw�$Zt Shipping Point )P.WAIP ....... On .... .....
R.R- MR. a From Bridge
.......... ....300 YR . 4416 CFS 2730 CFS .... ............
Porlld of
Oat* ............. EI*v ........... Est. Fres......... Source K nawtsdg.�
: B -Ch Mark Is T APIKES-ON B-5200 SET IN. EXb7N SHOU
...... . ....... ......... .............................................
P rl.d of
N 2-7907.6490 E �? �!!D� Elev.
......
Dote............ Elev...Est. Fres..... _—Sovrce ...................... ....... ........ .... K%wl6doo .......
...... ..... I
Dot— .........
OVERTOPPING CONTRACTION BOOM
. I I ................................................ ............. ........... ... .................
Period of
Dote............ .... Est.Freq . ........Source .................... .......... Knowledge
Temporary Crossing NOT. REPPM ...............................
Y. = V`1 I(Oftbalcm) 1(yVINMK1j_y.
Historical Scour Info.: General1111_.. Contraction ... Local
617BtlO.
Y -11.60f(4188/24 . 86) (W.OWI.0.) ........ 1,79.81 .......... ......
.. .... I . — ..... ...
Chan—I Slope +3.3' 0
. 0:!�� ...... Source.. 9-1
. ......... Normal Water Surface Elev. 5-1
X,
Y. 13,93'- 9,81'.Efl .. ....... .. ............................ .... ........... ..........................
n Left 0.11 Ch—ol ... Right O.B..R49 source
.. ............. I ..................................... ..... ...................... ...................
Flood Study Status .. ....1111 ........ .............. Floodway Established? YES
4
PIHt SCOUR: ... ........ ... . . ........... . . ..... * ...... ** ... ... . .
Fiaoal study 100 yr. 013marge..200 ... c.f.S.; W.S. Ele— With Flooftoy_?.-A.... Without Floodway.... 4
RS ODD
..................... ... . I .... .................... ...... ........ .... .....
PIER 0 1 a STA 15-W:■
DESIGN DATA
PIER S 2 0 STA 16-07-
.. ............ . ... ........ . ................. ....... .......
Hydrological Method ... ........... ...... ....... . . ........... .
...........I............. ............ ............ ..................................................
Hydralic Design Method ........ ........... ........................
c
1111.. ............ I .............................................................. ...... I ............... .. .. ....
Floods Evoiuotods Frog. 0 Ekiv. BocKwater Bridge Opening Velocity
...... ..................... ............................... .................. .. . .. .. .. .....
.......11M....... Rd....
......1.?....... ......710........ ........
................ ........... ............... - .........................................................
.......SR...... ....... Rlw ....... ......R.1........ .......
........ ... ........... ..
1 . ...... .......R ....... ...QR.... ........ M .....
................. ... ...................................................... .. .. ... ... .....
.....AOR...... ....... u1.4....... ..... n:?........ .... P.? .... ........ VA.! . .....
......................................................... ........ ...............
P4 5
.....G?....... ....... ..... ....... ...
2441MY
yo
....... ........................ ...... ......................... ...........
Waterway Doering Provided Below, Design W.S. Elov� .... 100yr W.S.
D111"d Dy: .........
........... ...... ................... ................... ........... — ... ...........
Average ChonnolVelocity (Design) .... AvW.96 O—b0ni, Velocity (DeSigni....R.P.M .....
2010
Dote ANE� ........
ASSISted byl ...............
S E A L
........... . ......... .................. . .................... ........
cmauted scour , Genera .................. .......... Contraction ...... 41 ............ Local .......... Mr .............
................
Prolect Engineer, JOF OIUOECK PE
t
. ........ ............... ........... ... ...... ...............
IS a Flood.ay RevIsion Required? ................ ...
. . .. ...... ­* .. . ... ....
. .......
...
Reviewed by . ......................... I ..........................
.

Ar"p
mn n

C
O
U
V)
N
0
O
tD
t
0
O
7
O
m
O
�D
O
4-
D
O
CD
M
O
O
T
m
i
H
O
O
0
0
I
V
1109 950
1179
1107
1108
VICINITY MAP
(NOT TO SCALE(
S°B°A"Il`]E OF NOffB°g°lE3 CAR3D9,INA
DIVdSION OF 1FIIdGg3WAYS
BEAUFORT COUNTY
PLAN FOR PROPOSED
HIGHWAY EROSION CONTROL
See Sheet t -A For Index of Streets
BEGIN STRUCTURE N
-L- STATION 15+21.00 , J
EMT.Ir •IFA
ro SR rags
• -------- ---- • ,-- --- u
t�
MC 55 r9IKINTS CRE£K Z
.. .. ..:-5:2:0:07'
BEGIN TIP PROJECT B
-L - STATION 11 +50.00 /
I
GRAPHIC SCALES
J 20 Q 40 80
1 —.001110
PLANS
PROJECT LENGTH
LENGTH ROADWAY TIP PROJECT B-5200 = 0.133 MILE
LENGTH STRUCTURE TIP PROJECT B-5200 = 0.024 MILE
TOTAL LENGTH OF TIP PROJECT B-5200 = 0.161 MILE
Nc r. 14 Zp01
Nps g3/NSRS
u
Z
a�
O
END STRUCTURE
_L- STATION 16+48.00
PrWared In flu Office cf:
DIVISION OF HIGHWAYS
1704 North Greene Street Greenville, NC 27835
ZM STANDARD SPECIPICATIONS
DWAYNE H. ALLIGOOD
RIGHT OF WAY DATE.
PROJECT ENGD&ER
LANG JONES (#2761
LETTING DATE.
MARCH 2011
PROJECT DESIGN ENGINEER
1 1
grow
arAtX PSOMM aaPMalttl Ne.
purr 1 TOTAL
NO. eeaM
•C•
N. C., dated July 18, 2006 and the Ltest
B-5200
1 1
RA'If Nq�Na
nA.PrmtMn
•ascannfat
45298.1.1
BRSTP-0033 7
PE
45298.2.1
BRSTP-0033 7
RW
45298.3.1
SRSTP-0033i7i
CONST
1630.01 Riser Bain
1634.01 Temporary Rods Sediment Dem Type A
1630.03 Temporary Silt Ditch
1634.02 Temporary Rook Sed®eat Dam Type B
1630.04 Stilling Bain
1635.01 Rodr Pipe Inlet Sediment Trap Type A
1630.05 Temporary Diversion
1635.02 Rock Pipe Inlet Sc&meM Trp Type B
1681.01 High Vis Temporary SUL Fence ---
1606.01
-_1606.01 Special Sediment Csatrol Feace
16320E Rack Inlet Sediment Trap, C ------------ 13
THIS PROJECT CONTAINS
EROSION CONTROL PLANS
FOR CLEARING AND
GRUBBING PHASE OF
CONSTRUCTION.
ENVIRONMENTALLY
SENSITIVE AREA(S) EXIST ON
THIS PROJECT
END TIP PROJECT B-5200
-L- STATION 20+00.00
NC 55 (&X4rStREEK'0 -_
W
PRELIMINARY PLANS
DO NOT VU PDX COIA7IUCRON
Roadway Standard Drawings
The following roadway 6 atavderds a appear in
"Roadway Standard Drawings"— Roadway Design
Unit — N. C. Deparmren of Trm•portation — Rdeigh.
N. C., dated July 18, 2006 and the Ltest
rudsoc thereto are, applicable to this project and by
reference hereby aro oonaidervd a part of
these plant
1604.01 Railroad E osion Con"of Detail
1630.06 Special Stfifmg Basin
1605.01 Temporary Silt Fence
1632.01 Rods Inlet Sediment Trap Type A
1606.01 Special Sed'ment Control Fence
1632.02 Rock Inlet Sediment Trap Type B
1607.01 Gravel Conaruction F.atrance
1632.03 Reek Inlet Sedmaat Trap Type C
1622.01 Temporary Berme and Slope Drains
1633.01 Temporary Rods Silt Check Type A
1630.01 Riser Bain
1634.01 Temporary Rods Sediment Dem Type A
1630.03 Temporary Silt Ditch
1634.02 Temporary Rook Sed®eat Dam Type B
1630.04 Stilling Bain
1635.01 Rodr Pipe Inlet Sediment Trap Type A
1630.05 Temporary Diversion
1635.02 Rock Pipe Inlet Sc&meM Trp Type B

N
NOTES: ANY DEVIATION FROM OPTIONS GIVEN WILL
REQUIRE PRIOR APPROVAL BY ENGINEER. ® ENVIRONMENTALLY SENSITIVE AREA
SEE PROJECT SPECIAL PROVISIONS
ADDITIONAL EROSION CONTROL DEVICES MAY
NEED TO BE INSTALLED AS DIRECTED BY THE
ENGINEER.
_ S 7� CA4' 599' F I � ,;,, ♦ ,
NC 33 19LOUNrS CREEK RD1
sP w swY.r+ Co.n.d T.nw:
Tlw wok m.wd a e4. wnp mru�n d kw e.i f—on,
mon4.n.v, end mrrd d �V.dol ..dlm.n. mM. 4M.. dI—
.p.dd adrr�d m.rel I.ry .ho.+n an Mr plo w dMec�d
by dr E+.pYww.
Mebr{el.:
V4 awn:
Sbd poM. Md M d'-- - 5 1— N I«wM. epwa 0'
1 N Mdr. •,d. nnaw.rd oadld b 4r I— —I hw.
a mYJmwn `�M d 121 RM d Lrpih. TM poM Jd
b..gvlPprd rrYh an oMrr plop haNlp a mvrnvm ona a,, 0
voM4o. rnhwldYpbo��r..
IRI w .d. Hud..v. cs.
He.dw.a- doM .hd hov. w :d. oW^I^W aru,rvc+rd Irom
12. h.,#— dodgy —Iinp b M dW.4.ho.rn
m4rm—
ICI SdY.rm Card N—
sd.— m.d.ol Mar ha d S.afion 1005.
WRl,b�r o®rdYp b M d..4M on M pi--
MofriMenm a.d 4nwe1
prar0 Y ---Iw —9—
.hd �rw ad dYp— .1 MM f.,_ wlyn w
wo.
TM Worry d pWr• ". •. rwM mrrd Mw and hadw.. doM m
m.w�..d dsow a a p.:d hr a Mr m�we<, p'iw b. •w.y s„m
la ae.b.. tedr. wd, pdw ad per�wN..0 e. w mmp,,.db„
b d work m.v�d b Mr ao.ldm. Y�d�.3q bin � Lrr.d b,
hmilrq or mer.lo4 `we.bn, od rwne.d and dYpowl d
M4 aan..4oho.. ad mpb.ipl..
O
HOSANNA WOOCRgI
SHIIPKAND PRAISE
BLOUT 1178 P R 2784
51.52 A
ENERGY
DISSIPATOR
STaD*r.
N0.87602'10 cb �l'
.2
lye
FF 1
DIFFUSE FLAY TH
IYSPECIAL SEDIMENT
CONTRA FENCE \f \
O
J S BI OTH j
U7;SR?LES0
EIpKYf �, 814 J
666 A,
-jOL27
A/FFER
ID/YE I I
17
p FUSE FLLW THmcH
DIFFUSE FLAY THR.H 5'SPECIAL SELNMENr
IS' SPECIAL SEDIMENT ( CQVTROL FENCE
CL.WTRQ FENCE
B- 200 EC2
0
40 20 0 40 80
s SCALE
04
�NU�✓
DIFFUSE FLLW THROUGH DIFFUSE FLOW THROLC,H
15' SPECIAL SEDWENT /5' SPECIAL S£DIMENr
CONTROL FENCE CONTROL FENCE
`Vn1pr
ILI
o
Oo U
NC 33 (&oUNrS IFREEK RO)
I
E4YR AEUSER CO `2' SMITH pH�ARNLS L ✓k LI A J
IVA RHAANEE jS R58fp -'Zo /-,?c %F BLOU TB; 5 C EWK.GN 312 84
0.19 PPAC , u 3,44 APC
l� aim
1606.01 High Vi. Tome.—, Silt Foncc_ _ _ Ili
160601 Sp—i.1 Sodi—t Centel Fonce _ _ _ _ _
160-- Reck Inlet &dilopnt T—p Type C _ _ - - - - _ S00008

Z
0
N_
0'a
9y, =o
�o��tn
'n=te=a
=x�o�
�cia=
y D
N O
=
8' MAX. WITH WIRE
I (6' MAX. WITHOUT WIRE)
I I
MIDDLE AND VERTICAL WIRER
SHALL BE 1211 GAUGE MIN.
TOP AND BOTTOM STRAND
SHALL BE 10 GAUGE MIN.
...7 .................
1 I I I
WIRE FILTER FABRIC
00
110
wo owa0iz
C)
H�
w o
o
m
z
¢
O UJ
V
O=
z W
1
S 5201.
3 L6
y D
NOTES
¢ !�
k p
USE WIRE A MINIMUM OF 32"
O J
M
y
FILTER FABRIC
IN WIDTH AND WITH A MINIMUM
0
¢ rn
►y4 o
OF 6 LINE WIRES WITH 12" STAY COMPACTED FILL
Z !
r o
SPACING,
z=v�om
y
USE FILTER FABRIC A MINIMUM
N
T f
OF 36" IN WIDTH AND FASTEN
CC
M z
ADEQUATELY TO THE WIRE AS
d
Z O
DIRECTED BY THE ENGINEER. I
PROVIDE 5'•0" STEEL POST THE B" II I LM
�—
M oT
x
OF _�= I =
SELF -FASTENER ANGLE STEEL TYPE. j I I
cD
z F'
w
L I I
STEEL POST - 2'-0" DEPTH
I I
a a
z
EXTENSION OF FABRIC AND
WIRE INTO TRENCH
DIMENSION—,* WIRE MESH
06
0=5 , 1
SEDIMENT CONTROL STONE
1605.01
O
O M
O= y
1
S 5201.
Q Q
MZI=D
LLJa =
00¢yx
L> -I
Q x
z=v�om
�3 ftp --►{I
�=F=.OccN
DD
I
0py�
<0
�—
_�>
y OVARIABLE
141
a a
z
DIMENSION—,* WIRE MESH
o
GENERAL NOTES:
SEDIMENT CONTROL STONE
USE NO. 5 OR NO. 57 STONE FOR SEDIMENT
N
CONTROL STONE.
1 ft min
W
M
USE HARDWARE CLOTH 24 GAUGE WIRE MESH
EiiijE�gI
VZ
WITH 1/4 INCH MESH OPENINGS.
- -
M m
W
D �
INSTALL 5 FT. SELF FASTENER ANGLE STEEL
¢ W
O
f-
POST 2 FT. DEEP MINIMUM.
w
cD O
T=
SPACE POST A MAXIMUM OF 3 FT.
z R
N
F
Ti
iiq WIRE MESH
0
D
SEDIMENT CONTROL STONE
O
z
Q Z
p
1 ft min
O
2 w
x
1
WATER FLOW —► 2
H
H
O
z
W
p
m0
I
STEEL POST - 2 ft DEPTH
= a
M x
14 WIRE MESH I
w M
V
2 rt
CL
m
IA
MATTING INSTALLATION DETAIL
MATTING IN DITCHES
MATTING ON SLOPES
18"
(MIN.)
FILL -
STAPLES ON
V CENTERS
IN TRENCH
MIN
MATTING SHALL SE STAPLES ON
PLACED IN TRENCH 1' CENTERS
AND BACKFILLED IN TRENCH
DIAGRAM OA
3.
Staple
LX ti X
DIAGRAM
NOTES:
NIS DETAIL "PLIES TO STRAW, EIICELSIOR, ANO PERMANENT SOIL REINFORCEMENT — (PSRM) INSTALLATION.
9TAPLES SHALL K N0. 1 0A U STEEL WIRE FORMED INTO A 'U- SHAPE WITH A MINIMLW THROAT WIDTH OF I
INCH AND HOT LEM THAN 8 INCHES IN LEHOTH.
8-5200 EC
Sto le Check Pattern
Staple
DIAGRAM O
NOT TO SCALE
0 =
O O y
vy�o 1/4" WIRE MESH ..0.O . QQ
TCO~� OQ.O...
2�xD ..
xz�
xy 00 O .. V 0.: Q
P=l
O=z .D.' EAHOOJ
0 9y O �.
D> A a �? A Y Y =
In
WIRE MESH
;0:..
Q '0. .1i4" WIRE MESH
: b . Q Q:. D..:o• W
H nn
A
0,0.,0' SEE NOTE FOR POST DESCRIPTION w
r- MAXIMUM POST SPACING 4 FT. 1 O a
m .. \1`
In z 4c
T— 3
mY 2'
M z0 12 NOTE O Z
3. D 2' USE NO. 5 OR NO. 57 STONE FLOWMIM2 ¢ W
M =O FOR SEDIMENT CONTROL STONE. FLOW y Q LU
I 1 USE 24 GAUGE MINIMUM WIRE I I = by
1 O SEDIMENT I 1 ,W MESH HARDWIRE CLOTH WITH SEOIMENT p
a CONTROL STONE 2' WIRE MESH 1/4 INCH MESH OPENINGS. CONTROL STON1EI-Q,II '
-4 1-6 1 PLACE TOP OF WIRE MESH �• y y
* A MINIMUM OF ONE FOOT BELOW
THE SHOULDER OR ANY
DIVERSION POINT. ANN W
m INSTALL WIRE MESH UNDER J J
O AVERAGE SOX SEDIMENT CONTROL STONE. VAVERAGE BOX Z Z
= DIMENSION VARIABLE USE 5' STEEL POST, INSTALLED DIMENSION VARIABLE w N
FILTERED 1.5' DEEP MINIMUM, ANO FILTERED
M
WATER OF THE SELF -FASTENER WATER Y
SECTION A -A ANGLE STEEL TYPE. SECTION Y -Y V
C1 SPACE POST A MAXIMUM
OF 4'.
MULTI -DIRECTIONAL FLOW SINGLE -DIRECTIONAL FLOW
1632.0 1632.0