57911_NC DOT_20110802

2CAMA / ❑ DREDGE & FILL
GENERAL PERMIT Previous permit#
ENew ❑Modification El Complete Reissue El 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 15A NCAC
❑ Rules attached.
Applicant Name
Address
City
Phone # O_
Authorized Agent
❑ Cw
Affected
AEC(s):
❑ OEA
❑ PWS:
ORW:
yes / no
State ZIP
Fax # O_
❑ EW ❑ PTA
❑ HHF ❑ IH
❑ FC:
PNA yes / no
❑ ES ❑ PTS
❑ UBA ❑ N/A
Crit.Hab. yes / no
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
Type of Project/ Activity
Pier (dock) length
Platform(s)
Finger pier(s)
J J (Scale:
Groin length
number
Bulkhead/ Riprap length
avg distance offshore
I
01
i
max distance offshore
Basin, channel
cubic yards
Boat ramp
Boathouse/ Boatlift
Beach Bulldozing
Other
i
Shoreline Length
SAV: not sure yes no
Sandbags: not sure yes no
Moratorium: n/a yes no
Photos: yes no
Waiver Attached: yes nod FFT
A building permit may be required by: ❑ See note on back regarding River Basin rules.
Notes/ Special Conditions
Agent or Applicant Printed Name
Signature ** Please read compliance statement on back of permit **
Permit Officer's Signature
Issuing Date
Expiration Date
Application Fee(s)
Check #
Local Planning Jurisdiction
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:
❑ Tar - Pamlico River Basin Buffer Rules ❑ Other:
❑ Neuse River Basin Buffer Rules
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
Raleigh Office Morehead City Headquarters
Mailing Address: 400 Commerce Ave
1638 Mail Service Center Morehead City, NC 28557
Raleigh, NC 27699-1638 252-808-2808/ 1-888-4RCOAST
Location: Fax: [phone]
2728 Capital Blvd.
Raleigh, NC 27604
919-733-2293
Fax:[phone]
(Serves: Carteret, Craven, Onslow -above
New River Inlet- and Pamlico Counties)
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

UNITED STATES POSTAL SERVICE
tr
• Sender: Please print your name, address, and ZlP'+-4 in V is box •
NO DEPT OF TRANSPORTATION
DIVISION OFFICE
113 AIRPORT DRIVE, SUITE 100
EDENTON, NO 27932
COURIER: 10-51-02
1: i
UNITED STATES POSTAL SERVICE
c. . . . . . . . . .
•
Sender: Please print your name, address, and ZiPft4ln'6s b
NO DEPT OF TRANSPORTATION
DIVISION OFFICE
113 AIRPORT DRIVE, SUITE 100
EDENTON, NO 27932
COURIER: 10-51-02

■ 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:
Percy L. Winslow
Leona J. Winslow
1225 Sandy Cross Road
Belvidere, NC 27919
A. Sig ure
A. , J� " %
❑ Agent
�'• ❑ Addressee
B. Re eived (Printed Name)
C. D e of Delivery
L - *,,i s4 "/
D. Is delivery addres0fpp0m item 1? ❑Yes
If YES, enter deliveryaddress below: ❑ No
'Iu- 2 0 Z0
3. Service Type DCM-1y1z1"--
Xj Certified Mail ❑ Express Mail
❑ Registered ❑ Return Receipt for Merchandise
❑ Insured Mail ❑ C.O.D.
4. Restricted Delivery? (Extra Fee) ❑ Yes
2. Article Number- 7009 2820 0003 3738 3807
(Transfer from service label,
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:
George R. Riddick, Jr.
Alice Riddick
1317 Sandy Cross Road
Belvidere, NC 27919
A. Signature
X ❑ Agent
❑ Addressee
B. Received by ( Printed Name) C. Date of Delivery
6 / µ %i
D. Is delivery addreAFdVdrekt from item 19 ❑ Yes
If YES, enter delivery address below: ❑ No
3UL 2 p ZV
3. S ice Type
ASk Certified Mail ❑ Express Mail
❑ Registered ❑ Return Receipt for Merchandise
❑ Insured Mail ❑ C.O.D.
4. Restricted Delivery? (Extra Fee) ❑ Yes
2. Article Number 70❑9 2820 ❑003 3738 3814
(transfer from service label)
PS Form 3811, February 2004 Domestic Return Receipt 102595-02-M-1540

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue James H. Gregson
Governor Director
August 2, 2011
NCDOT
Attn: Clay Willis
113 Airport Drive, Suite 100
Edenton, N.C. 27932
Dear Mr. Willis:
Dee Freeman
Secretary
Attached is General Permit #57911C to construct a 33' X 117' long bridge to replace the existing 25' X 103'
long bridge on SR 1204, Belvidere, North Carolina.
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,
Stephen Lane
Coastal Management Representative
rcb
Enclosures
400 Commerce Ave., Morehead City, NC 28557
Phone: [phone] FAX: [phone] Internet: www,nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer
NorthCarolina
Naturally

m �
111 ` 2 wow �,•
STATE OF NORTH CAROUNA
oCM- ARTMENT OF TRANSPORTATION
Beverly E. Purdue Gene Conti
GOVERNOR SECRETARY
July 18, 2010
Stephen Lane
NC Division of Coastal Management
400 Commerce Ave.
Morehead City, NC 28557
Dear Mr. Lane,
The NCDOT request the issuance of a General Permit .2300 for the replacement
of Bridge # 28 in Perquimans County. The bridge is located on SR 1204 approximately
0.10 miles south of the intersection of SR 1205. The bridge spans the Perquimans River,
which is a tributary to the Albemarle Sound. The Perquimans River is classified by DWQ
as class "C, Sw" waters. Bridge # 28 is currently a wooden structure with concrete deck
that is 103 ft. long by 25 ft. wide. This structure will be removed using NCDOT's
guidelines for bridge removal. The proposed bridge will be replaced on its existing
alignment. The new bridge structure will be 117' in length by 33' wide and built with
precast cored slab concrete deck, concrete piles and concrete end bents. An off -site
detour will be utilized during construction.
This bridge is following the Low Impact Bridge Process established by FHWA,
NCDOT and Regulatory Agencies. Included with this letter are the location map, permit
drawings, MP-1 form and Low Impact Data Sheet. If you have questions please call me at
[phone].
Sincerely,
Jerry Jennings
Division One Engineers
Clay Willis64a
Division One Environmental Officer
1 13 Airport Dr., Suite 100, Edenton, NC 27932 — Phone: [phone] Fax: [phone]

Bridge Replacement # 28 on SR 1204 (Sandy Cross Rd.)
Perquimans County
011Arinnr"_ U-1-L... m-
0 0.25 0.5 1 Miles
I i i I i i I
I

1
TIP NO
BD-5101 D
2
WBS Element No.
45347.1.5
3
County
Perquimans
4
Bridge Number
28
5
Description
Bridge is 103 feet long by 25.4 feet wide and has timber
joists with a reinforced concrete floor, timber piles and
caps. Posted 16-ton weight limit for single vehicles and 23-
6
Basin
ton limit for trucks.
Stream
Classification
SIN -.
_....__.__..._—......-----.----------.-..--.___._..__..__..__._.—_—_.._.___30-6-(3)_.._Pe.rquim.ans
_Type_.....-- .....-__.._ ---
Size
Pasquotank Basin
di it HUC 03010205
g--._...___.._._._._...._.._.._..._..._..__..___.___.____ _._
Class "C, Sw"
_.. ---- -- ---........................__...._..._._....._._......_..._._._.
r
River _._._...---.._._
Inland/Warm
_ _..-------..._..._.-..__..._......._..._.._.._..-------- --..._-- _..._.-
7
$
9
10
11
Approximately 75' wide x T deep
Type
Timber joists with a reinforced concrete floor, timber
Existing
—_...-............. _... _...... ... ......... --.... _......... __�_ _.
Size
piles
--..._..._.._.._...._.._._._.. --- -- - and caps
103 feet long by 25.4 feet wide (spans 1
12
Structure
are @17.5',
- 4a 17', 1@17.5')
13
Suff. Ratin 9
— ._._..... _....... -- -- ...-----...----_-----
Bridge has a sufficiency rating of 42.3 out of 100;
14
Proposed
Structure
Type _ __..._.._._..__._.......___.._.._..._._._Concrete
Size (width out -to -out)____._._._._._—___.____..__._
StructurallyDeficient
core. slab _bridge
15
16
Stream
USAGE Im acts _ LF
__.._._._...__...---..._..p _ ._)..__..._.__.....___
117'6" long X 33' wide
36.2
17
NCDWQ Impacts LF
__._ ...._. _..
36.2
18
USAGE Impacts (AC) -
0.00055
19
Wetlands
Non 404 Im acts AC----
__..._._. -- ---..__..P )
-
—_ N-- ------
/A
20
-
CAMA Im acts SF
NC DWQ Buffers Impacts SF
Buffer Application Re uired (>40 ft) (Y/N)
--- ---
None
21
22
23
State Stormwater
Permit Required Y/N
Habitat /n
No suitable habitat present.
24
25
T&E
Species Present
�_ N/A-
26
Bio Conclusion
__
No Effect --
27
Moratorium
T.yPe.-------- .---
Anadromous Fish S pawning Moratorium___
- - -- -- ----
28
Dates
- -- ---- _
February 15 through June 30
29
Native/Hatcher---
30
Trout Waters
Trout Species Present
N/A -
31
Trout Conditions Y/N
_---
.32
CAMA
WRC Reviewer
AECs
NIA
Public Trust Waters present; CAMA permit required
33
34
Essential Fish
Habitat Y/N
No
35
36
Nay.
USCG
-Opening
Permit
41'10" wide x 2"10" high
37
38
Historic
Archaeolo ical
-Properties
Resources
None
Survey conducted. No historic properties within APE.
39
Tribal
Lands
No Further Survey Required
40
Resources
None
41
_4Q
6 f LWCF
Resources
None
None
42
Wild and
Scenic River
None
43
Federal
Lands
None
44
TVA
FEMA
Area
Buyout
None
None
45
46
FEMA
USTs
Flood Study
Haz Mats
Yes
None Observed
47
48
Relocatees
None

1
TIP NO
BD-5'101D
2
WBS'Element No.
45347,1.5
3
County
Perquimans
4
Bridge Number
28
49
Location
LAT ----- ._ --.._.._..- -
- -
36° 19 50.0"
- -- ._._ _....0' _ _._...-....__....._........ _.-..-._......... .._-....--...__.....-_..-.._._.._
50
LONG
76° 30' 2.9"
51
Project Comments
Completed by:
Lead Engineer
Division Environme
S/ 9 1/
Date

I= MP-1
APPLICATION for
Major Development Permit
(last revised 12/27106)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
N.C. Department Of Transportation
Project Name (if applicable)
Bridge # 28 on SR 1204 (Sandy Cross Road)
Applicant 1: First Name
Clay
MI
Last Name
Willis
Applicant 2: First Name
MI
Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
113 Airport Road, Suite 100
PO Box
City
Edenton
State
NC
ZIP
27932
Country
Phone No.
252 - 482 -
7977 ext.
FAX No.
252 - 482 - 8722
Street Address (if different from above)
City
State
ZIP
Email
2. Agent/Contractor Information
Business Name
Agent/ Contractor 1: First Name
MI
Last Name
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
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. #
Perquimans
SR 1204 0.10 miles south of the intersection with SR 1205
SR 1204
Subdivision Name
City
State
Zip
Nicanor
NC
27919 -
Phone No.
Lot No.(s) (if many, attach additional page with list)
- - ext.
I I I ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Pasquotank
Perquimans River
c. Is the water body identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.
®Natural ❑Manmade ❑Unknown
Perquimans River
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
❑Yes ®No
work falls within.
4.
Site Description
a.
Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
200'
30000
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)
7 ❑NHW or ®NWL
e.
Vegetation on tract
Various roadside grasses on the maintained road shoulder. The adjacent wetland contains freshwater riverine wetland
species,such as Taxodium distichum, Nyssa aquatica, Quercus laurifolia, Carex spp., Polygonum spp., Saururus cernuus,
Impatiens capensis and other species associated with riverine wetlands.
f.
Man-made features and uses now on tract
SR 1204 Sandy Cross Road
g.
Identify and describe the existing land uses adjacent to the proposed project site.
Adjacent land use is primarily in woodland, row crop agriculture and rural residential.
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?
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 site? ®Yes ❑No
(ii) Are there coastal wetlands on the site? ❑Yes ®No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ®Yes ❑No
(Attach documentation, if available)
v � R

r
Form. DCM MP-1 (Page 3 of 5)
APPLICATION for
Major Development Permit
n. Describe existing wastewater treatment
None
o. Describe existing drinking water supply source.
None
p. Describe existing storm water management or treatment systems.
None
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ❑Commercial ®Public/Government
❑ Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
This project will provide safe transportation along SR 1204 by replacing an existing bridge crossing over the Perquimans
River. Once the bridge is replaced the roadway facility will continue to provide connectivity and safe access for the traveling
public living and traveling through this area of Perquimans County.
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 bridge will be replaced using top down construction techniques utilizing precast concrete structures (pi les,caps,deck).
The new bridge will be replaced on its existing alignment, with additional width to allow for current design standards and
safety improvements. The bridge will be constructed using a crane, excavator, dumptrucks, pavers and various other types
of equipment.
d. List all development activities you propose.
The existing 103' long x 25' wide bridge will be entirely removed using NCDOT guidelines for bridge removal. The new bridge
will increase the horizontal floodway by extention to a 117' long x 33' wide bridge. The new bridge will consist of 3 concrete
spans supported by concrete end bents and girders. This bridge will be replaced on the existing alignment, causing a
temporary road closure. Traffic will be detoured along available routes. Wetland Impacts have been avoided and minimized
to the maximum extent practicable. The resulting impacts are 212 sq. feet of permanent wetland impacts and 3854 sq. feet of
temporary wetland impacts associated with hand clearing for erosion control device maintenance area and removal of the
bridge approach fill. The removal of bridge approach fill will restore floodplain elevations as shown in the bridge profile
—drawing.
e. Are the proposed activities maintenance of an existing project, new work, or both? Maintenance of an existing bridge.
f. What is the approximate total disturbed land area resulting from the proposed project? 10000 ®Sq.Ft or []Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ❑Yes ®No ❑NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
Surface runoff from the paved roadway of SR 1204.
i. Will wastewater or stormwater be discharged into a wetland? ❑Yes ®No ❑NA
If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes ❑No ❑NA
j. Is there any mitigation proposed? ❑Yes ®No ❑NA
If yes, attach a mitigation proposal.
<Form continues on back>
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) — (t) 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.

Form DCM MP-1 (Page 4 of 5)
APPLICATION for
Major Development Permit
b. An accurate, dated work plat (including plan view and cross -sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name Percy L. Winslow & Leona J. Winslow
Phone No.
Address 1225 Sandy Cross Road
Belvidere, NC 27919
Name George R. Riddick Jr. & Alice Riddick
Phone No.
Address 1317 Sandy Cross Road
Belvidere, NC 27919
Name
Phone No.
Address
Name
Address
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.

Form DCM MP-1 (Page 5 of 5)
APPLICATION for
Major Development Permit
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge.
Date `7 Print Name _Clay Willis, Environmental Officer
Signature1-
Please indicate application attachments pertaining to your proposed project.
❑DCM MP-2 Excavation and Fill Information ❑DCM MP-5 Bridges and Culverts
❑DCM MP-3 Upland Development
❑DCM MP-4 Structures Information

TBM: PERCY L. WINSLOW FIl.1
RR SPIKE KE IN BASE Of 25"CYPRESS
29.52' RIGHT OF -L- STA. 19+46.58 & LEONA J. WINSLOW 36'-
ELEV.7.12 DB 64 PG 567 sPAI
12,1E 54NDy CrAS2(1DL 176
CUTOVER
Sk,l t 1 .-
TYPE-350 GR L
' G.R. ANCHOR 81'-3" -
(TYE U.O.N.) (TYP.)
�- TO SR I101 V I f C SURVEY -L-
T__L_11 11 li I T N 08° 24 59 1
:.- %-0
SLOPE STAKE LINE YIL
(TYP.) t-
SHLDR. BERM
STA. 15+09.07 -L- (PT)
"" i
-• • * :
ORK POINT 1
> ::.- .: ` 1. ,'- `; -
WOODS
STA. 15+73.75 -L-
SITE 4
EXISTING BRIDGE No.28
PERCY L. WINSLOW
24'-1"CLEAR ROADWAY
'-
&
LEONA J. WIN SLOW
SPANS: 1 Q 17'-6 . 4 0 17'-0 , 1 a 176"
RC DECK ON TIMBER JOISTS
DB 64 PG 567
END BENTS & INT. BENT -
PC 2 SL 176
TIMBER CAPS ON TIMBER PILES
STA, 14+50.00 STA. 15+60.00 STA. 17+05.00 STA. 18+00.00
ELEV. 8.22 ELEV, 9.26 ELEV. 8.82 ELEV. 8.39
GRADE DATA
-L- (SR 1204)
STA.15+73.75 -L-
WORK POINT 1
FILL FACE END BENT 1
VENT STA.15+62.75 -L-
-� G A R A LA
EXISTING
BRIDGE #28
(REMOVE)
21/4" -UNCLASSIFIED STRUCTURE
N 'C' EXCAVA T )
SITE 2
A RIP RAP
W/ FILTER, FABRIC
(TYP.)
®RION
mm-ill
01.1
Q�o�a�Q STA.16+55.06 L-
4/ PLAN WORK POINT 2
A . I + - -
SCALE : I" = 20SITE 3
1�, DENOTES GEO-TECH BORE HOLE LOCATIONS,
'K DENOTES TYPE III GUARDRAIL CONNECTION REO'D.
SEE "GUARDRAIL ANCHORAGE FOR VERTICAL
CONCRETE BARRIER RAIL" SHEET.
NOTE: GUARDRAIL LENGTHS AS SHOWN INCLUDE
ANCHOR UNITS.
U.O.N. - UNLESS OTHERWISE NOTED
FOR PAVEMENT & R/W LAYOUT SEE "ROADWAY DETAILS"
SHEET 1 OF 2.
STA.16+09-9 - -
WORK POINT 2
t BENT 1
N.W.S. ELEV. 3,4-
l5/IL/10)
1% SLOPE
(TYP.I
+ _L_
WORK POINT 3
C BENT 2
STA.16+32.50 -L-
ELEV. 2,100 YEAR
(TYP.) HIGH WAT
ELEV. IDA
HP 12 X 53
STEEL PILES
(TYP.) \ „
1'-0"MIN. _ \-1%:1 SLOPE HP 14 X 73
BERM iTYP.I NOMAL TO CAP STEEL PILES
(TYP.) (TYP.)
15+00 16+00
PROFILE ALONG C SURVEY
SCALE : 1" = 20'
GEORGE R. RIDDICK JR
AND ALICE RIDDICK
DB' 88 PG 117
END 2
PAVEMENT
WOGO STA. 18+00.00 -L-
_ '' 1--'�±T �.I3`_-ITS ��•..,L !_ r,r_
EXISTING R/W
F
SR 1204 (SANDY CROSS RD) 18.5 BST TO SR12 _ 55
F
IF i
- WLB ��_EXISTING R%W4
Y:. PP x
Y• MODIFIED CONC. FLUME _
W/ TURF STONE INED
DITCH SEE DETAIL
T . 16+91,25 -L- U3 TnNS-CLASS 'B' RIP RAP
W/ 10 S.Y. FILTER FABRIC
WOODS GEORGE R. RIDDICK JR
2 AND ALICE RIDDICK
DPI 88 PG 117
131 } Sari C.ro95 RaL,
HYDROGRAPHIC DATA: (jelyldQWC a-4919
DESIGN DISCHARGE - 2300 CFS
FREQUENCY OF DESIGN FLOOD - 25 YEAR
DESIGN HIGH WATER ELEVATION - 8.8
DRAINAGE AREA - 41 SO. MI.
BASIC DISCHARGE (0 100)- 3500 CFS
BASIC HIGH WATER ELEVATION - 10.1
OVERTOPPING DATA:
OVERTOPPING DISCHARGE - 2160 CFS
FREQUENCY OF OVERTOPPING- 10 YEAR +
OVERTOPPING FLOOD''ELEVATION - 8.4
_- 5TA.15+gj.25 -L-
WORK POINT 2
FILL FACE ENQ,.BENT 2
STA•17+02.25 -L- ENO PAVEMENT
ENO APPROACH SLAB
FA. t8+00.00 -L-
(TYP.) y'
CLASS II RIP RAP ® 'DENOTES UNCLASSIFIED STRUCTURE EXCAVATION
2' THICK W/
FILTER FABRIC
(TYP.)
NOTES
1)MODIFIED METHOD II CLEARING
AND GRUBBING (5 FT, FROM
CONSTRUCTION LIMITS)
2)PERQUIMANS #28 WILL REQUIRE
IN -WATER WORK MORATORIUM
3)PERQUIMANS RIVER IS A BLUE LINE
STREAM SHOWN ON THE HOBBSVILLE
USGS QUAD MAP
4)LOCATED IN A CAMA COUNTY
EXCAVATION = 2,664 SF
® DE CLEARING ND
F F DENOTES FILL IN
WETLAND
DENOTES TEMPORARY
IMPACTS IN WETLAND
WETLAND
IMPACTS
TEMP.
HAND
CLEARING
TEMP.
WETLAND
IMPACTS
SITE 1
168 SF
870 SF
133 SF
SITE 2
0 SF
498 SF
243 SF
SITE 3
24 SF
584 SF
559 SF
SITE 4
20 SF
456 SF
511 SF
TOTAL
212 SF
2,408 SF
1,446 SF
17+00 18+00 rum rntrurco e.:
4.-MULKEY
DO NOT DDD NH CONSTRUCTION
PROJECT NO. BD-5101D
PERQUIMANS COUNTY
STATION: 16+32.50 -L-
REPLACES BRIDGE 'N0. 28

p J C
�;aplicant: 1"
Cate:
Describe below the HABITAT disturbances for the application. All values should match the name, and units of measurement
found in your Habitat code sheet.
TOTAL Sq. Ft.
FINAL Sq. Ft.
TOTAL Feet
FINAL Feet
(Applied for.
(Anticipated final
(Applied for.
(Anticipated final
DISTURB TYPE
Disturbance total
disturbance.
Disturbance
disturbance.
Habitat dame
Choose One
includes any
Excludes any
total includes
Excludes any
anticipated
restoration
any anticipated
restoration and/or
restoration or
and/or temp
restoration or
temp impact
temp impacts)
unt)
temp impacts)
amount
Dredge ❑ Fill ❑ Both ❑ Other V
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Dredge ❑ Fill ❑ Both ❑ Other [
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G
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 ❑
V
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