HomeMy WebLinkAbout20130552 Ver 1_Application_20130523
S TATE OF N ORTH C AROLINA
D EPARTMENT OF T RANSPORTATION
P AT L. M C C RORY
May 22, 2013
A NTHONY J. T ATA
G OVERNOR S ECRETARY
MAILING ADDRESS:
NC D EPARTMENT O F T RANSPORTATION
P ROJECT D EVELOPMENT AND E NVIRONMENTAL A NALYSIS
1598 M AIL S ERVICE C ENTER
R ALEIGH NC 27699-1598
T ELEPHONE : 919-707-6100
FAX: 919-212-5785
W EBSITE : WWW .NCDOT .ORG
LOCATION:
1020 B IRCH R IDGE D RIVE
R ALEIGH NC 27610-4328
U. S. Army Corps of Engineers
Regulatory Field Office
151 Patton Avenue, Room 208
Asheville, NC 28801-5006
ATTN: Ms. Lori Beckwith
NCDOT Coordinator
Subject: Application for Section 404 Nationwide Permit 13, and 33 for the proposed
replacement of Bridge No. 72 over Jonathan Creek on SR 1407 in Haywood
County, Federal Aid Project No. BRZ-1407(5); Divisi on 14; WBS Element
38534.1.1, TIP No. B-4762.
Dear Madam:
The North Carolina Department of Transportation (NC DOT) proposes to replace the existing 2-
span, 68 foot long Bridge No. 72 over Jonathan Cree k on SR 1407 with a 70 foot long, single span
bridge. There will be 22 linear feet of permanent stream impact to Jonathan Creek by way of
bank stabilization and 0.01 acre of temporary strea m fill for temporary work pads necessary to
remove and install the new bents adjacent to the st ream bank. Traffic will maintained on the
existing bridge during construction as SR 1407 has no outlet.
Please see enclosed copies of the Pre-Construction Notification (PCN), Stormwater management
plan, permit drawings, and design plans for the abo ve-referenced project. A Categorical
Exclusion (CE) was completed and distributed in Feb ruary 2012. Additional copies are available
upon request.
Comments from the North Carolina Wildlife Resources Commission (NCWRC) will be required
prior to authorization by the United States Army Co rps of Engineers (USACE). By copy of this
letter and attachments, NCDOT hereby requests NCWRC ’s review. NCDOT requests that
NCWRC forward their comments to the Corps of Engine ers and the NCDOT within 30 calendar
days of receipt of this application.
This project calls for a letting date of March 18, 2014 and a review date of January 28, 2014.
However, the date could be advanced if funding beco mes available.
1
Pre-Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1a. Type(s) of approval sought from the
Corps: Section 404 Permit Section 10 Permit
1b. Specify Nationwide Permit (NWP) number: 13 33 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Co rps? Yes No
1d. 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
1e. 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 letter from mi tigation bank or in-lieu
fee program.
Yes No
1g. Is the project located in any of NC’s twenty coast al counties. If yes, answer 1h
below.
Yes No
1h. Is the project located within a NC DCM Area of En vironmental Concern (AEC)? Yes No
2. Project Information
2a. Name of project: Replacement of Bridge 72 over Jon athan Creek on SR 1407.
2b. County: Haywood
2c. Nearest municipality / town: Clyde, NC
2d. Subdivision name: not applicable
2e. NCDOT only, T.I.P. or state
project no: B-4762
3. Owner Information
3a. Name(s) on Recorded Deed: North Carolina Departm ent of Transportation
3b. Deed Book and Page No. not applicable
3c. Responsible Party (for LLC if
applicable): not applicable
3d. Street address: 1598 Mail Service Center
3e. City, state, zip: Raleigh, NC 27699-1598
3f. Telephone no.: (919) 707-6157
3g. Fax no.: (919) 212-5785
3h. Email address: maturchy@ncdot.gov
Office Use Only:
Corps action ID no. _____________
DWQ project no. _______________
Form Version 1.3 Dec 10 2008
2
4. Applicant Information (if different from owner)
4a. Applicant is: Agent Other, specify:
4b. Name: not applicable
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name: not applicable
5b. Business name
(if applicable):
5c. Street address:
5d. City, state, zip:
5e. Telephone no.:
5f. Fax no.:
5g. Email address:
3
B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID ): not applicable
1b. Site coordinates (in decimal degrees): Latitude: 35.607049 Longitude: - 83.11100
(DD.DDDDDD) (-DD.DDDDDD)
1c. Property size: 0.5 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, e tc.) to
proposed project: Jonathan Creek
2b. Water Quality Classification of nearest receiving w ater: C-Tr
2c. River basin: French Broad
3. Project Description
3a. Describe the existing conditions on the site and th e general land use in the vicinity of the project at t he time of this
application:
Residential and mixed deciduous-coniferous forest la nd
3b. List the total estimated acreage of all existing wetlands on the property:
zero.
3c. List the total estimated linear feet of all exis ting streams (intermittent and perennial) on the pr operty:
120
3d. Explain the purpose of the proposed project:
To replace a fracture-critical, structurally deficient an d functionally obsolete bridge.
3e. Describe the overall project in detail, including the type of equipment to be used:
The project involves replacing a two-span 68-foot br idge with a single span 70-foot bridge on new locati on to the south of
the current structure.Traffic will be maintained on t he current structure during construction as SR 1407 has no outlet.
Standard road building equipment, such as trucks, dozer s, and cranes will be used.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinat ions by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past?
Comments:
Yes No Unknown
4b. If the Corps made the jurisdictional determinat ion, what type
of determination was made? Preliminary Final
4c. If yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
4d. If yes, list the dates of the Corps jurisdiction al determinations or State determinations and attac h documentation.
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the pas t? Yes No Unknown
5b. If yes, explain in detail according to “help file ” instructions.
6. Future Project Plans
6a. Is this a phased project? Yes No
6b. If yes, explain.
4
C. Proposed Impacts Inventory
1. Impacts Summary
1a. Which sections were completed below for your proje ct (check all that apply):
Wetlands Streams - tributaries Buffers
Open Waters Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, th en complete this question for each wetland area impact ed.
2a.
Wetland impact
number –
Permanent (P) or
Temporary (T)
2b.
Type of impact
2c.
Type of wetland
(if known)
2d.
Forested
2e.
Type of jurisdiction
(Corps - 404, 10
DWQ – non-404, other)
2f.
Area of impact
(acres)
Site 1 P T Yes
No
Corps
DWQ
Site 2 P T Yes
No
Corps
DWQ
Site 3 P T Yes
No
Corps
DWQ
Site 4 P T Yes
No
Corps
DWQ
Site 5 P T Yes
No
Corps
DWQ
Site 6 P T Yes
No
Corps
DWQ
2g . Total wetland impacts
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impact s (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
Stream impact
number -
Permanent (P) or
Temporary (T)
3b.
Type of impact
3c.
Stream name
3d.
Perennial
(PER) or
intermittent
(INT)?
3e.
Type of
jurisdiction
(Corps - 404, 10
DWQ – non-404,
other)
3f.
Average
stream
width
(feet)
3g.
Impact length
(linear feet)
Site 1 P T Bank
Stabilization Jonathan Creek PER
INT
Corps
DWQ 45 22
Site 1 P T Work Pad for
Bent Removal Jonathan Creek PER
INT
Corps
DWQ 45 17 lf
(<0.01 ac)
Site 1 P T
Work Pad for
Bent
Construction
Jonathan Creek PER
INT
Corps
DWQ 45 42 lf
(0.01)
Site P T PER
INT
Corps
DWQ
Site P T PER
INT
Corps
DWQ
Site P T PER
INT
Corps
DWQ
3h. Total stream and tributary impacts 22' Perm
0.01 ac Temp
3i. Comments:
5
4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuar ies, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impact s below.
4a.
Open water
impact number –
Permanent (P) or
Temporary (T)
4b.
Name of
waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody type
4e.
Area of impact (acres)
O1 P T
O2 P T
O3 P T
O4 P T
4f. Total open water impacts X Permanent
X Temporary
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, then complete th e chart below.
5a.
Pond ID
number
5b.
Proposed use or
purpose of pond
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
Flooded Filled Excavat
ed Flooded Filled Excavated Flooded
P1
P2
5f. Total
5g. Comments:
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:
6
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, th en complete the chart below. If yes, then individuall y list all buffer
impacts below. If any impacts require mitigation, th en you MUST fill out Section D of this form.
6a .
Project is in which protected basin?
Neuse Tar-Pamlico Other:
Catawba Randleman
6b.
Buffer impact
number –
Permanent (P) or
Temporary (T)
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1 impact
(square feet)
6g.
Zone 2 impact
(square feet)
B1 P T Yes
No
B2 P T Yes
No
B3 P T Yes
No
6h. Total buffer impacts
6i. Comments:
7
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or mi nimize the proposed impacts in designing project.
This bridge will be replaced as close to the existin g bridge as possible. An offsite detour is not feas ible as no alternate
detour is available. A single- span structure will b e used resulting in no bents in Jonathan Creek.
1b. Specifically describe measures taken to avoid or mi nimize the proposed impacts through construction techni ques.
Design Standards for Sensitive Waters will be used f or this project. Deck drains will not discharge into open water. The
Department will observe an in-stream moratorium for trout from October 15-April 15.
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
If no, explain: The NCDOT does not propose mitigati on for
stream bank stabilization activities. Stabilizing the bank of a
stream does not require fill in the stream bed and, therefore,
under Section 404 of the Clean Water Act, does not
constitute Loss of Waters of the U.S. and is not subje ct to
compensatory mitigation. Furthermore, the proposed b ank
stabilization activities are necessary to prevent erosion and
sedimentation, i.e. preventing bank destabilization a nd
minimizing impacts to the environment.
2b. If yes, mitigation is required by (check all that apply): DWQ Corps
2c. If yes, which mitigation option will be used for this
project?
Mitigation bank
Payment to in-lieu fee program
Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank: not applicable
3b. Credits Purchased (attach receipt and letter) Ty pe Quantity
3c. Comments:
4. Complete if Making a Payment to In-lieu Fee Prog ram
4a. Approval letter from in-lieu fee program is att ached. Yes
4b. Stream mitigation requested: linear feet
4c. If using stream mitigation, stream temperature: warm cool cold
4d. Buffer mitigation requested (DWQ only): sq uare feet
4e. Riparian wetland mitigation requested: acr es
4f. Non-riparian wetland mitigation requested: acres
4g. Coastal (tidal) wetland mitigation requested: acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitiga tion Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation pla n.
8
6. Buffer Mitigation (State Regulated Riparian Buff er Rules) – required by DWQ
6a. Will the project result in an impact within a prot ected riparian buffer that requires
buffer mitigation?
Yes No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mit igation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1 3 (2 for Catawba)
Zone 2 1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to pr ivate mitigation bank,
permittee responsible riparian buffer restoration, p ayment into an approved in-lieu fee fund).
6h. Comments:
9
E. Stormwater Management and Diffuse Flow Plan (re quired by DWQ)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffe rs identified
within one of the NC Riparian Buffer Protection Rule s?
Yes No
1b. If yes, then is a diffuse flow plan included? If no, explain why.
Comments:
Yes No
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project? N/A
2b. Does this project require a Stormwater Manageme nt Plan? Yes No
2c. If this project DOES NOT require a Stormwater Ma nagement Plan, explain why:
2d. If this project DOES require a Stormwater Manag ement Plan, then provide a brief, narrative descripti on of the plan:
See attached permit drawings.
2e. Who will be responsible for the review of the St ormwater Management Plan?
Certified Local Government
DWQ Stormwater Program
DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government’s jurisdiction is this project? not applicable
3b. Which of the following locally-implemented stormw ater management programs
apply (check all that apply):
Phase II
NSW
USMP
Water Supply Watershed
Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
attached?
Yes No
4. DWQ Stormwater Program Review
4a. Which of the following state-implemented stormw ater management programs apply
(check all that apply):
Coastal counties
HQW
ORW
Session Law 2006-246
Other:
4b. Has the approved Stormwater Management Plan wit h proof of approval been
attached? Yes No
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the ap propriate requirements? Yes No N/A
5b. Have all of the 401 Unit submittal requirements been met? Yes No N/A
10
F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1a. Does the project involve an expenditure of publi c (federal/state/local) funds or the
use of public (federal/state) land? Yes No
1b. If you answered “yes” to the above, does the pr oject require preparation of an
environmental document pursuant to the requirements of the National or State
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
Yes No
1c. If you answered “yes” to the above, has the docu ment review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.)
Comments: CE Approved & Distributed February 2012.
Yes No
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (1 5A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
or Riparian Buffer Rules (15A NCAC 2B .0200)?
Yes No
2b. Is this an after-the-fact permit application? Yes No
2c. If you answered “yes” to one or both of the abo ve 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
additional development, which could impact nearby dow nstream water quality?
Yes
No
3b. If you answered “yes” to the above, submit a qua litative or quantitative cumulative impact analysis i n accordance with the
most recent DWQ policy. If you answered “no,” provide a short narrative description.
Due to the minimal transportation impact resulting f rom this bridge replacement, this project will neithe r influence nearby
land uses nor stimulate growth. Therefore, a detai led indirect or cumulative effects study will not be necessary.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods a nd disposition (non-discharge or discharge) of waste water generated from
the proposed project, or available capacity of the sub ject facility.
not applicable
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T
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B T B
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B
E NGLISH
N. C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
HAYWOOD COUNTY
PROJECT: 38534.1.1 (B-4762)
SHEET OF
ON SR 1407 (MEDLEY DRIVE)
JONATHAN CREEK
REPLACE BRIDGE 72 OVER
STREAM IMPACTS
WETLAND AND
SHEET 1 OF 6
PERMIT DRAWING
R :
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O N D
C O R T O C L 3 8 .8 2 ’+4 6 .2 6
4
-Y1- POT Sta. 10+50.09
-L- POT Sta. 10+00.00 =
BEGIN TIP PROJECT B-4762
-Y2- POT Sta. 10+63.57
-L- POT Sta. 11+14.10 =
END TIP PROJECT B-4762
T
O
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S
2
7
6
T
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S
R
1 3 2 8
-Y2- POT Sta. 11+25.00
END CONSTRUCTION
-Y2- POT Sta. 10+00.00
BEGIN CONSTRUCTION
-Y1- POT Sta. 11+00.00
END CONSTRUCTION
-Y1- POT Sta. 10+00.00
BEGIN CONSTRUCTION
S k i n
%276
P i g e
o
n
R i v e r
$40
Forest
National
Pisgah
Mountain
Seay
LOCATION
B-4762
TIP PROJECT
DHV
D
T
V
=
=
=
=
=
=
%
%
MPH
ADT
ADT
% *
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
HAYWOOD COUNTY
GRADING, PAVING, DRAINAGE, STRUCTURE.
Creek
Cove
2014
2034
100
100
11
85
8
15
* TTST =1%DUAL 7%
FUNC CLASS =LOCAL
THIS PROJECT DESIGNED USING SUB-REGIONAL TIER GUIDELINES.
MARCH 18, 2014
JIMMY GOODNIGHT, PE
STEVE KENDALL, PE
25 50 50 100
100 50 25 50
10 20 10 5
1338
1328
1331 1395
1364
1398
1350 1395
1407
1395
1350
1349
1355
1349
1338
1326
1327
-L2- POT Sta. 10+00
-L2- PC Sta. 11+09.91
-L2- PCC Sta. 12+90 -L2- PT Sta. 14+07.87
W H I T E O A K R O A D
REPLACE BRIDGE 72 OVER JONATHAN CREEK
ON SR 1407 (MEDLEY DRIVE)
METHOD OF CLEARING II
S R
1 3 9 5
C
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V
E
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R
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E
K
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9
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E
-L- Sta. 10+93.00
END BRIDGE
-L- Sta. 10+23.00
BEGIN BRIDGE
TOTAL LENGHT TIP PROJECT No. B-4762 = 0.022 Miles.
LENGTH STRUCTURE TIP PROJECT No. B-4762 = 0.013 Miles.
LENGHT ROADWAY TIP PROJECT No. B-4762 = 0.009 Miles.
0
0
0
PROFILE (HORIZONTAL)
38534.1.1 P.E.
38534.2.1 R/W, UTILITIES
CONSTRUCTION
BRZ-1407(5)
BRZ-1407(5)
PROJECT LENGTH
RIGHT OF WAY DATE:
LETTING DATE:
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
1
DESIGN DATA Prepared in the Office of:
SIGNATURE:
SIGNATURE:
P.E.
P.E.
DIVISION OF HIGHWAYS
2012 STANDARD SPECIFICATIONS
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
GRAPHIC SCALES
3
8
5
3
4
.
2
.
1
PLANS
PROFILE (VERTICAL)
HYDRAULICS ENGINEER
LOCATION:
TYPE OF WORK:
0
9
/
0
8
/
9
9
B-4762 DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
0
0 0
See Sheet 1-A For Index of Sheets
1000 Birch Ridge Dr., Raleigh NC, 27610
C
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N
A
ROADWAY DESIGN ENGINEER
FEBRUARY 14, 2013
N
A
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T A N K S E P T I C
R
A
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P
W
D
D
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A I
N
L I
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S
P
O N D
DANIEL BOONE MESSER
DOROTHY NICKELS
2SFD
PIT
BURN
HARRY A. BRUNSON
HARRY A. BRUNSON
WOODS
S
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1
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5
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DOROTHY NICKELS
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WOODS
WOODS
WOODS
WOODS
2SFD
2SFD
WOODS
WOODS
MARY F. MEDLEY
C O R T O C L 3 8 .8 2 ’+4 6 .2 6
DANIEL BOONE MESSER DANIEL BOONE MESSER
MARVIN J. SUTTON
PROPERTY OWNERS
PC. B SLOT 387E
D.B. 733 PG. 488
HARRY A. BRUNSON
PC. B SLOT 387E
D.B. 733 PG. 488
HARRY A. BRUNSON
DANIEL BOONE MESSER DANIEL BOONE MESSER
3 STEEL BEAMS
STEEL AND WD RAILS
WD DECK W/ BST COVER
CONC WW
CONC AND WD END BENTS
STEEL TRUSS BRIDGE W/ WD BRIDGE ADDITION
NOTE: EXIST. BRIDGE DESCRIPTION
D.B. 375 PG. 222
D.B. 136 PG. 511
D.B. 387 PG. 159
D.B. 376 PG. 796
PC. B SLOT 387E
RONALD M. GADDY
SEE SHEET No. 5 FOR PROFILE
AND BRIDGE STATIONING
TO PAVEMENT RELATIONSHIP
SEE SHEET No. 2A FOR BRIDGE
SEE SHEET No. 5 DRAINAGE DETAILS
HYDRAULICS ROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
4 B-4762
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
8
/
1
7
/
9
9
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
AT BEGIN AND END OF BRIDGE.
NOTE: USE TYPE III SHOP CURVE ANCHORS
FOR STRUCTURE PLANS
SEE SHEET No. S-1 to S-
R
/
W
R
E
V
I S
I O
N
S
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T
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D
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2
6
,
2
0
1 3
01
01
02
03
04
01
02
03
02
01
03
-Y2- POT Sta. 10+00
-Y2- PI Sta. 10+43.68
-Y1- POT Sta. 11+00
END CONSTRUCTION
BEGIN CONSTRUCTION
-Y2- POT Sta. 11+25
END CONSTRUCTION
-Y2- POT Sta. 11+00
1 5
-L- STA. 10+23.00
BEGIN BRIDGE
-L- STA. 10+93.00
END BRIDGE
-Y2- POT Sta. 10+63.57
-L- POT Sta. 11+14.10 =
END CONSTRUCTION
1 5
"
T B D I
REMOVE 12" CMP
15"
T B D I
SEE DETAIL A
EST. 165 SY GT
EST. 150 TONS
(2 FT THICK)
W/CLASS II RIP RAP
FLOODPLAIN EXCAVATION
SEE DETAIL B
EST. 45 SY GT
EST. 40 TONS
RIP RAP BANK STABILIZATION
SEE DETAIL C
SPECIAL CUT V DITCH
ROADWAY FILL TO NATURAL GROUND
REMOVE END BENTS 1 & 2 AND RETURN
M
A I
N
T
A I
N
E
D
R /
W
J
O
N
A
T
H
A
N
C
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W
1 2 " C M P
S O I L
W / C B L
T A N K S E P T I C
P
O
N
D
1 5
"
T B D I
REMOVE 12" CMP
T B D I
T
B T B
T
B
S
S
T S T S
T S
T S
T S
E NGLISH
N
A
D
8
3
N. C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
HAYWOOD COUNTY
PROJECT: 38534.1.1 (B-4762)
ON SR 1407 (MEDLEY DRIVE)
JONATHAN CREEK
REPLACE BRIDGE 72 OVER
SHEET OF
KEY-IN TO SLOPE
(2 FT THICK)
CLASS II RIP RAP
ELEV. 2470
ELEV. 2471
ELEV. = 2473
EXISTING BRIDGE
PROPOSED BRIDGE
EXISTING -L-
NG ALONG
PROPOSED -L-
NG ALONG
PROFILE VIEW (LOOKING DOWNSTREAM)
FLOODPLAIN EXCAVATION
DETAIL A
FOR ADDITIONAL DETAILS.
NOTE: SEE CROSS SECTIONS ALONG -Y2- AND PLAN VIEW
( Not to Scale)
DETAIL B
BANK STABILIZATION
Type of Liner= CLASS II RIPRAP
2’
NWS
GEOTEXTILE
-L- STA. 10+14 TO STA. 10+27 LT.
F l a t t e r 2 :1 o r
D
2 :
1
( Not to Scale)
SPECIAL CUT DITCH
FROM -Y2- STA. 10+17 TO STA. 10+60 RT
FROM -Y2- STA. 10+00 TO STA. 10+17 RT
DETAIL C
Min. D= 1 Ft.
Ground
Natural Slope
Ditch
Front
SITE 1
0
100 50
100
SCALE: 1"= 100’ HORIZ.
LEGEND
S S
TS TS
IMPACTS IN SURFACE WATER
DENOTES PERMANENT
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
DENOTES RIP RAP ON BANKS
-Y1- POT Sta. 10+50.09
-L- POT Sta. 10+00.00 =
BEGIN CONSTRUCTION
-Y1- POT Sta. 10+00
BEGIN CONSTRUCTION
ENLARGED AREA
SCALE: 1" = 50’
E N L A R G E D A R E A S E E
EXISTING BRIDGE: 2 SPAN BRIDGE: 1 @ 51’7" AND 1 @ 16’
PROPOSED BRIDGE: SINGLE-SPAN 24" PCCS, 1 @ 70’
TOTAL PROJECT LENGTH: 0.022 miles
SURFACE WATER
IMPACT IN
TEMPORARY
SURFACE WATER
IMPACT IN
PERMANENT
SURFACE WATER
PERMANENT IMPACT IN
SURFACE WATER
TEMPORARY IMPACT IN
OF BENT #1
(8’ WIDE) FOR CONSTRUCTION
TEMPORARY ROCK CAUSEWAY
BELOW THE WATER SURFACE
RIP RAP DOES NOT ENCROACH
WETLAND AND STREAM IMPACTS
SHEET 2 OF 6
PERMIT DRAWING
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5
2 4 8 5
2 4 8 5
2
4
8
5
2 4 8 5
2
4
8
5
2 4 8 5
2
4
9
0
2490 2 4 9 0
2
4
9
0
2
4
9
0
2 4 9 0
2 4 9 0
2
4
9
0
2 4 9
0
2
4
9
5
2
4
9
5
2 4 9 5
2
4
9
5
2 4 9 5
2 4 9 5
2 4 9 5
2
4
9
5
2
4
9
5
2 5 0 0
2 5 0 0
2
5
0
0
2
5
0
0
2
5
0
0
2 5 0 0
2
5
0
0
2 5 0 5
2 5 0 5
2
5
0
5
2 5 0 5
2
5
0
5
2
5
0
5
2 5 0 5
2
5
0
5
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2 5 1 0
2 5 1 0
2
5
1 0
2 5 1 0
2
5
1
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2 5 1 0
2
5
1 0
2
5
1
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2 5 1 5
2
5
1 5
2
5
1 5
2
5
1 5
2
5
1
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2 5 1 5
2
5
1 5
2 5 2 0
2
5
2
0
2
5
2
0
2 5 2 0
2 5 2 0
2
5
2
0
2 5 2 5
2 5 2 5
2
5
2
5
2
5
2
5
2 5 2 5
2
5
2
5
2 5 3 0
2 5 3 0
2 5 3 0
2 5 3 0
2 5 3 0
2 5 3 5
2 5 3 5
2535
2 5 3 5
2 5 3 5
2
5
4
0
2 5 4 0
2 5 4 0
2 5 4 0
2 5 4 0
2 5 4 0
2 5 4 5
2 5 4 5
2 5 4 5
2 5 4 5
2
5
4
5
2 5 5 0
2 5 5 0 2 5 5 0
2
5
5
0
2
5
5
5
2 5 5 5
2 5 5 5
2
5
5
5
2
5
6
0
2 5 6 0
2
5
6
0
2
5
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2 5 6 5
2 5 6 5
2
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6
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2 5 8 0
2
5
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2
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T A N K S E P T I C
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DANIEL BOONE MESSER
DOROTHY NICKELS
2SFD
PIT
BURN
HARRY A. BRUNSON
HARRY A. BRUNSON
WOODS
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DOROTHY NICKELS
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WOODS
WOODS
WOODS
WOODS
2SFD
2SFD
WOODS
WOODS
MARY F. MEDLEY
C O R T O C L 3 8 .8 2 ’+4 6 .2 6
DANIEL BOONE MESSER DANIEL BOONE MESSER
MARVIN J. SUTTON
PROPERTY OWNERS
PC. B SLOT 387E
D.B. 733 PG. 488
HARRY A. BRUNSON
PC. B SLOT 387E
D.B. 733 PG. 488
HARRY A. BRUNSON
DANIEL BOONE MESSER DANIEL BOONE MESSER
3 STEEL BEAMS
STEEL AND WD RAILS
WD DECK W/ BST COVER
CONC WW
CONC AND WD END BENTS
STEEL TRUSS BRIDGE W/ WD BRIDGE ADDITION
NOTE: EXIST. BRIDGE DESCRIPTION
D.B. 375 PG. 222
D.B. 136 PG. 511
D.B. 387 PG. 159
D.B. 376 PG. 796
PC. B SLOT 387E
RONALD M. GADDY
SEE SHEET No. 5 FOR PROFILE
AND BRIDGE STATIONING
TO PAVEMENT RELATIONSHIP
SEE SHEET No. 2A FOR BRIDGE
SEE SHEET No. 5 DRAINAGE DETAILS
HYDRAULICS ROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
4 B-4762
$
$
$
$
U
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$
$
$
$
8
/
1
7
/
9
9
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
AT BEGIN AND END OF BRIDGE.
NOTE: USE TYPE III SHOP CURVE ANCHORS
FOR STRUCTURE PLANS
SEE SHEET No. S-1 to S-
R
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-Y2- POT Sta. 10+00
-Y2- PI Sta. 10+43.68
-Y1- POT Sta. 11+00
END CONSTRUCTION
BEGIN CONSTRUCTION
-Y2- POT Sta. 11+25
END CONSTRUCTION
-Y2- POT Sta. 11+00
1 5
-L- STA. 10+23.00
BEGIN BRIDGE
-L- STA. 10+93.00
END BRIDGE
-Y2- POT Sta. 10+63.57
-L- POT Sta. 11+14.10 =
END CONSTRUCTION
1 5
"
T B D I
REMOVE 12" CMP
15"
T B D I
SEE DETAIL A
EST. 165 SY GT
EST. 150 TONS
(2 FT THICK)
W/CLASS II RIP RAP
FLOODPLAIN EXCAVATION
SEE DETAIL B
EST. 45 SY GT
EST. 40 TONS
RIP RAP BANK STABILIZATION
SEE DETAIL C
SPECIAL CUT V DITCH
ROADWAY FILL TO NATURAL GROUND
REMOVE END BENTS 1 & 2 AND RETURN
M
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"
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T B D I
T
B T B
T
B
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T S T S
T S
T S
T S
E NGLISH
N
A
D
8
3
N. C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
HAYWOOD COUNTY
PROJECT: 38534.1.1 (B-4762)
ON SR 1407 (MEDLEY DRIVE)
JONATHAN CREEK
REPLACE BRIDGE 72 OVER
SHEET OF
KEY-IN TO SLOPE
(2 FT THICK)
CLASS II RIP RAP
ELEV. 2470
ELEV. 2471
ELEV. = 2473
EXISTING BRIDGE
PROPOSED BRIDGE
EXISTING -L-
NG ALONG
PROPOSED -L-
NG ALONG
PROFILE VIEW (LOOKING DOWNSTREAM)
FLOODPLAIN EXCAVATION
DETAIL A
FOR ADDITIONAL DETAILS.
NOTE: SEE CROSS SECTIONS ALONG -Y2- AND PLAN VIEW
( Not to Scale)
DETAIL B
BANK STABILIZATION
Type of Liner= CLASS II RIPRAP
2’
NWS
GEOTEXTILE
-L- STA. 10+14 TO STA. 10+27 LT.
F l a t t e r 2 :1 o r
D
2 :
1
( Not to Scale)
SPECIAL CUT DITCH
FROM -Y2- STA. 10+17 TO STA. 10+60 RT
FROM -Y2- STA. 10+00 TO STA. 10+17 RT
DETAIL C
Min. D= 1 Ft.
Ground
Natural Slope
Ditch
Front
SITE 1
0
100 50
100
SCALE: 1"= 100’ HORIZ.
LEGEND
S S
TS TS
IMPACTS IN SURFACE WATER
DENOTES PERMANENT
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
DENOTES RIP RAP ON BANKS
-Y1- POT Sta. 10+50.09
-L- POT Sta. 10+00.00 =
BEGIN CONSTRUCTION
-Y1- POT Sta. 10+00
BEGIN CONSTRUCTION
ENLARGED AREA
SCALE: 1" = 50’
E N L A R G E D A R E A S E E
EXISTING BRIDGE: 2 SPAN BRIDGE: 1 @ 51’7" AND 1 @ 16’
PROPOSED BRIDGE: SINGLE-SPAN 24" PCCS, 1 @ 70’
TOTAL PROJECT LENGTH: 0.022 miles
SURFACE WATER
IMPACT IN
TEMPORARY
SURFACE WATER
IMPACT IN
PERMANENT
SURFACE WATER
PERMANENT IMPACT IN
SURFACE WATER
TEMPORARY IMPACT IN
OF BENT #1
(8’ WIDE) FOR CONSTRUCTION
TEMPORARY ROCK CAUSEWAY
BELOW THE WATER SURFACE
RIP RAP DOES NOT ENCROACH
WETLAND AND STREAM IMPACTS
SHEET 3 OF 6
PERMIT DRAWING
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N. C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
HAYWOOD COUNTY
PROJECT: 38534.1.1 (B-4762)
ON SR 1407 (MEDLEY DRIVE)
JONATHAN CREEK
REPLACE BRIDGE 72 OVER
SHEET OF
E NGLISH
TOP EL = 2470.0
CAUSEWAY
TEMPORARY ROCK
WETLAND AND STREAM IMPACTS
SHEET 4 OF 6
PERMIT DRAWING
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EL = 2,478.31’
PI = 11+07.96
END GRADE
-Y1--Y2-
RESURFACE ON EXIST. GRADE
2,470
2,480
2,470
2,480
2,470
2,480
2,470
2,480
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICS ROADWAY DESIGN
ENGINEER ENGINEER
5 B-4762
R/W SHEET NO.8
/
1
7
/
9
9
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
SEE SHEET No. 4 FOR DESIGN
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
PROFILES
EL = 2,478.49’
PI = 10+05.52
BEGIN GRADE
(+)1 .6 1 4 6 %
(+)6 .6 3 2 3 %(-)1 .2 3 6 6 %
EL = 2,475.48’
PI = 10+00.00
BEGIN GRADE
EL = 2,477.90’
PI = 11+25.00
END GRADE
K = 6.4
VC = 40’
EL = 2,478.70’
PI = 10+60.00
K = 6
VC = 30’
EL = 2,475.72’
PI = 10+15.00 -L- Sta.10+00.00
-Y1- Sta. 10+50.09 =
(-)0 .1 7 9 4 %
E
L
=
2
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4
7
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P
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=
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D
E
OVERTOPPING ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE
FT
FT
BASE HW ELEVATION
DATE OF SURVEY
W.S. ELEVATION
AT DATE OF SURVEY FT
DESIGN DISCHARGE
DESIGN FREQUENCY
BASE DISCHARGE
BASE FREQUENCY
FT DESIGN HW ELEVATION
BRIDGE HYDRAULIC DATA
CFS
YRS
CFS
YRS
CFS
YRS
= 5770
= 4340
= 2477.8
= 25
= 100
= 2478.8
= 8350
= 500+
= 2480.3
= 12-5-11
= 2468.0
NORMAL WS
ELEV = 2468.0
SURVEYED 12-5-2011
CLR RDWY= 24’-10"
GP ELEV= 2478.40
OAL=70’, SKEW 90
ABUTMENTS
1 @ 70’ W/2 VERTICAL
SINGLE-SPAN 24" PCCS
BRIDGE ID STA. 10+58
FACE TO FACE
64’ MIN.
ABUTMENTS
VERTICAL
KEY-IN TO SLOPE
(2 FT THICK)
CLASS II RIP RAP
EXCAVATION = 200 CY
10+00 11+00 10+00 11+00 10+00 11+00
(-) 0 .5 8 8 2 %
(+) 4 .7 8 2 6 %(+) 6 .2 5 %
E
L
=
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P
I
=
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4
0
E NGLISH
1.5
1
(TYP)
CLASS "II" RIP RAP
8.0’
1’
CLASS "I" RIP RAP
STREAMBED
OHW = 2468.0
2’
FOR PROPOSED BRIDGE
DETAIL OF CAUSEWAY
-L- 10+32 FOR BENT #1
TOP EL = 2470.0
BENT #1
N. C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
HAYWOOD COUNTY
PROJECT: 38534.1.1 (B-4762)
SHEET OF
ON SR 1407 (MEDLEY DRIVE)
JONATHAN CREEK
REPLACE BRIDGE 72 OVER
R
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-L 2 - +2 0 E X I S T . R /W
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E N D C O N S T R U C T I O N
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B E G I N C O N S T R U C T I O N
B E G I N C O N S T R U C T I O N
-Y 2 - P O T S t a . 1 1 +2 5
E N D C O N S T R U C T I O N
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R = 1 ,1 6 0 .0 0 ’
1 5
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-L 2 - P O T S t a . 1 0 +0 0
-Y 1 - P O T S t a . 1 0 +5 0 .0 9
-L - P O T S t a . 1 0 +0 0 .0 0 =
B E G I N C O N S T R U C T I O N
-Y 2 - P O T S t a . 1 0 +6 3 .5 7
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E N D C O N S T R 4 U C T I O N
-L 2 - (E X I S T )
E X I S T . W E L L
D O N O T D I S T U R B
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D .B . 1 3 6 P G . 5 1 1
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D .B . 4 3 6 P G . 1 7 4 1
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D .B . 1 3 6 P G . 5 1 1
D .B . 3 8 7 P G . 1 5 9
D A N I E L B O O N E M E S S E R
D .B . 3 7 5 P G . 2 2 2
D .B . 1 3 6 P G . 5 1 1
D .B . 3 8 7 P G . 1 5 9
M A R V I N J . S U T T O N
D .B . 3 7 6 P G . 7 9 6
P C . B S L O T 3 8 7 E
P R O P E R T Y O W N E R S
P C . B S L O T 3 8 7 E
D .B . 7 3 3 P G . 4 8 8
H A R R Y A . B R U N S O N
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D .B . 7 3 3 P G . 4 8 8
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D .B . 1 3 6 P G . 5 1 1
D .B . 3 8 7 P G . 1 5 9
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D .B . 3 7 5 P G . 2 2 2
D .B . 1 3 6 P G . 5 1 1
D .B . 3 8 7 P G . 1 5 9
3 S T E E L B E A M S
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S T E E L T R U S S B R I D G E W / W D B R I D G E A D D I T I O N
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E S T . 4 0 T O N S R I P -R A P
B A N K S T A B I L I Z A T I O N
N
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