HomeMy WebLinkAbout20201507 Ver 1_B-5818 2018-11-26 MCDC_20201211
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
ROY COOPER JAMES H. TROGDON, III
GOVERNOR SECRETARY
Mailing Address:
NC DEPARTMENT OF TRANSPORTATION
STRUCTURES MANAGEMENT UNIT
1581 MAIL SERVICE CENTER
RALEIGH, NC 27699-1581
Telephone: (919) 707-6400
Fax: (919) 250-4082
Customer Service: 1-877-368-4968
Website: www.ncdot.gov
Location:
1000 BIRCH RIDGE DRIVE
RALEIGH, NC 27699-1581
February 24, 2020
MEMORANDUM TO: Brett D. Canipe, Division 10 Engineer
FROM: Kevin Fischer, PE, Assistant State Structures Engineer
Structures Management Unit
SUBJECT: Minimum Criteria Determination Checklist (MCDC) for B-5818
Replace Bridge No. 11 over Deadfall Creek on NC 109 in Anson
County
NCDOT has completed a Minimum Criteria Determination Checklist (MCDC) for the subject
project. The document can be found by NCDOT employees on the SharePoint Team Site at:
https://connect.ncdot.gov/site/Preconstruction/division/div10/B-5818/Project%20Development/B-
5818%20Signed%20MCDC%20Document/B-5818%20MCDC_signed.pdf
The document may also be accessed by outside agencies as well as the general public at:
https://xfer.services.ncdot.gov/pdea/EnvironmentalDocs/Documents/STIP_B-
Projects/B5818%20MCDC_signed.pdf
No significant adverse environmental effects are expected as a result of the project; therefore, no
other distribution of the report is necessary.
WKF/jyo
Attachment
cc (w/out attachment):
Bobby Lewis Dale Burton Monte Matthews (USACE)
Christopher Werner J. Kevin Lacy Loretta Barren
William Kincannon Don A. Parker Majed Al-Ghandour
Lamar Sylvester David B. Harris
Jamal Alavi
Jamie Shern Thomas A. Smith John Vine-Hodge
Virginia Mabry Carla Dagnino Hannah Jernigan
Brenda Moore Jamille Robbins Shelby Scales
Stephen Morgan Leilani Paugh EPU@ncdot.gov
Brian Hanks Steven Hulsey row-notify@ncdot.gov
John L. Pilipchuk Anna Twohig smupef@ncdot.gov
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11/07/18 1 of 6
MINIMUM CRITERIA DETERMINATION CHECKLIST
TIP Project No.: B-5818
State Project No.: 45771.1.1
Project Location: Bridge No. 11 over Deadfall Creek on NC 109 in Anson County
Project Description: The North Carolina Department of Transportation (NCDOT) plans
to replace Bridge No. 11 on NC 109 over Deadfall Creek (Refer to Figure 1). The existing
bridge has two 10-foot lanes, is approximately 120 feet long with a reinforced concrete
deck girder superstructure and was built in 1936. The project is scheduled for right of way
acquisition in November 2019 and let in November 2020. The project would require a
realignment of NC 109, with a project length of approximately 2,500 feet long. Minor
ROW acquisition will be required (Refer to Appendix A).
Purpose and Need: NCDOT Bridge Management Unit records indicate Bridge No. 11
has a sufficiency rating of 49.51 out of a possible 100 for a new structure. The bridge is
considered structurally deficient due to a substructure condition appraisal of 4 out of 9
according to Federal Highway Administration (FHWA) standards, and is approaching the
end of its useful life.
Anticipated Permit or Consultation Requirements: The proposed project has been
designated as a Minimum Criteria Determination Checklist for the purposes of State
Environmental Policy Act (SEPA) documentation. It is anticipated that a Nationwide or
Regional General Permit, along with its corresponding Water Quality Certification
(WQC), will be applicable for this project. A Nationwide Permit (NWP) 33 may also
apply for temporary construction activities such as stream dewatering, work bridges, or
temporary causeways that are often used during bridge construction or rehabilitation. The
U.S. Army Corps of Engineers (USACE) holds the final discretion as to what permit will
be required to authorize project construction. If a Section 404 permit is required, then a
Section 401 WQC from the North Carolina Division of Water Quality (NCDWR) will be
needed.
Special Project Information:
Environmental Commitments: Greensheet commitments are located at the end of the
checklist.
Estimated Costs (Pending): The estimated costs, FY 2018, are as follows:
Utility $ 78,900 (NCDOT)
R/W $ 11,000 (NCDOT)
Const. $ 4,580,000 (STV Engineers Inc.)
Total $ 4,669,900
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Estimated Traffic:
Current 2018 1,320 vpd
Year 2040 2,640 vpd
Trucks 7%
Accidents: A crash analysis was completed on January 27, 2017, by HNTB North
Carolina, P.C., on this section of NC 109 from 500 feet southwest of Bridge No.11 to 500
feet northeast of the bridge.
The crash analysis was performed using NCDOT’s TEAAS system with a study period of
ten years, from December 1, 2006, to November 30, 2016. Five crashes were found
occurring in the vicinity of the project. Four of the five crashes occurred at nighttime. The
majority of the crashes involved single unit trucks or tractor trailers.
Design Exceptions: There are no anticipated design exceptions for this project.
Pedestrian and Bicycle Accommodations: NC 109 is not a designated NCDOT bike
route, however there is an Anson County Bicycle route that follows the boundaries of the
DCIA along George Ratliff Road and Long Pine Church Road. There are no existing
sidewalks along the corridor, and no pedestrians were noted in the site visits.
Alternatives Discussion:
No Build – The no build alternative would not replace a deficient bridge, and thus is not a
viable option.
Rehabilitation – Rehabilitation would only provide a temporary solution to the structural
deficiency of the bridge.
New Alignment with Onsite Detour (Preferred Alternative) – A new alignment for NC
109 is preferred due to the cost of a temporary bridge (Refer to Appendix A). In addition,
due to concerns regarding the number of school buses using the bridge and EMS response
time, an offsite detour was not feasible. Therefore, an onsite detour will be utilized to
maintain traffic on the existing roadway during construction of the new bridge.
Offsite Detour – According to the Division 10 Bridge Program Manager, an offsite detour
was evaluated but was not acceptable because the approximate nine-mile detour route
requires travel over Anson Bridge 212, which is a single lane bridge that does not have the
capacity for NC 109 traffic volumes. In addition, concerns were raised by Anson County
Schools and Anson County EMS regarding the length of the offsite detour and how it
would affect school bus routes and EMS response times.
Agency Comments: Start of Study letters were sent to Anson County, Rocky River RPO,
the NC Department of Parks and Recreation, NCDENR, NC Division of Bicycle and
Pedestrian Transportation, and the US Army Corps of Engineers in December of 2015.
Comments were received from the Rocky River RPO that noted the large amount of
logging trucks in the area surrounding the bridge.
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Input forms were sent to the Anson County Emergency Services Chief, Anson County
Interim Planner and Zoning, and the Anson County Schools Transportation Administrator
in April and May of 2016. Comments were received back by all three in April and May of
2016. All three noted moderate impacts would occur if the bridge were closed for up to a
year.
Floodplain: Deadfall Creek, which crosses under Bridge No. 11, is located in a FEMA
Zone AE Floodplain Zone. The Hydraulics Unit will coordinate with the NC Floodplain
Mapping Program (FMP) to determine status of project with regard to applicability of
NCDOT’S Memorandum of Agreement, or approval of a Conditional Letter of Map
Revision (CLOMR) and subsequent final Letter of Map Revision (LOMR). This is noted in
the project commitments.
Public Involvement: A landowner notification letter was sent on February 16, 2016, to all
property owners affected directly by this project to inform them of representatives being
present on their property. Property owners were invited to comment. No comments have
been received to date.
PART A: MINIMUM CRITERIA
YES NO
1. Is the proposed project listed as a type and class of activity allowed under
the Minimum Criteria Rule in which environmental documentation is not
required?
If the answer to number 1 is “no”, then the project does not qualify as a
minimum criteria project. A state environmental assessment is required.
If yes, under which category? Category #8
(Highway or railway modernization by
means of the following activities, which
involve less than a total of 10 cumulative
acres of ground surface previously
undisturbed by highway or railway
construction, limited to a single project,
noncontiguous to any other project
making use of this provision:
a) resurfacing, restoration, or
reconstruction;)
If either category #8, #12(i) or #15 is used complete Part D of this checklist.
PART B: MINIMUM CRITERIA EXCEPTIONS
YES NO
2. Could the proposed activity cause significant changes in land use
concentrations that would be expected to create adverse air quality
impacts?
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3. Will the proposed activity have secondary impacts or cumulative
impacts that may result in a significant adverse impact to human
health or the environment?
4. Is the proposed activity of such an unusual nature or does the
proposed activity have such widespread implications, that an
uncommon concern for its environmental effects has been
expressed to the Department?
5. Does the proposed activity have a significant adverse effect on
wetlands; surface waters such as rivers, streams, and estuaries;
parklands; prime or unique agricultural lands; or areas of
recognized scenic, recreational, archaeological, or historical value?
6. Will the proposed activity endanger the existence of a species on
the Department of Interior's threatened and endangered species list?
7. Could the proposed activity cause significant changes in land use
concentrations that would be expected to create adverse water
quality or ground water impacts?
8.
Is the proposed activity expected to have a significant adverse
effect on long-term recreational benefits or shellfish, finfish,
wildlife, or their natural habitats?
PART C: COMPLIANCE WITH STATE AND FEDERAL REGULATIONS
YES NO
9. Is a federally protected threatened or endangered species, or its
habitat, likely to be impacted by the proposed action?
10. Does the action require the placement of temporary or permanent
fill in waters of the United States?
11. Does the project require the placement of a significant amount of
fill in high quality or relatively rare wetland ecosystems, such as
mountain bogs or pine savannahs?
12. Is the proposed action located in an Area of Environmental
Concern, as defined in the coastal Area Management Act?
13. Does the project require stream relocation or channel changes?
Cultural Resources
14. Will the project have an “effect” on a property or site listed on the
National Register of Historic Places?
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15. Will the proposed action require acquisition of additional right of
way from publicly owned parkland or recreational areas?
Response to Question 9:
Habitat for the Carolina Heelsplitter (Lasmigona decorata) and the Atlantic Pigtoe
(Fusconaia masoni) exists within the project study area. A review of the North Carolina
Natural Heritage Program (NCNHP) database was conducted to determine if there were
any records of rare mussels within the proposed project study area or receiving waters.
This review indicated that the closest occurrence of the Carolina Heelsplitter occurred in
Goose Creek, Union County, North Carolina, in 2015 (NCNHP). Goose Creek is greater
than 100 stream miles from Deadfall Creek. The closest occurrence of the Atlantic Pigtoe
occurred in the Little River in Montgomery County in 1987, which is greater than 75
stream miles from the project site (NCNHP). No dams exist along the main channel of
Deadfall Creek. A mussel survey was conducted for these species on October 20, 2016.
Given low abundances of other freshwater mussel taxa within the surveyed reach, and the
distance to any recent element occurrences (see above data), the biological conclusion
associated with this project for the Carolina Heelsplitter and Atlantic Pigtoe is “No
Effect.”
Response to Question 10:
All measures will be taken to avoid permanent fill impacts. Temporary impacts from
debris may result from demolition of the existing bridge which will occur after traffic has
been routed to the new alignment.
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PART D :( To be completed when either category #8, 12(i) or #15 of the rules are used.)
16. Project length: 2,500 feet
17. Right of Way width: Existing ROW: 60 feet
Proposed ROW: 80 feet
18. Project completion date: ROW Date: November 2019
LET Date: November 2020
19. Total acres of newly disturbed ground
surface:
4.4 acres
20. Total acres of wetland impacts: 0
21. Total linear feet of stream impacts: Approximately 120 feet of
temporary impacts
22. Project purpose: Replace bridge 030011 over
Deadfall Creek
Reviewed by: Date:
Elizabeth Scott, EI, STV Engineers Inc.
Date:
Garland Haywood, PE, NCDOT Division
Bridge Program Manager
Date:
Kevin Fischer, PE, NCDOT Structures
Management Unit
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11/7/2018
11/8/2018
11/26/2018
Minimum Criteria Determination Checklist Page 1 of 1
Green Sheet
November 2018
PROJECT COMMITMENTS
Bridge No. 11 over Deadfall Creek on NC 109 in Anson County
WBS No. 45771.1.1
STIP B-5818
Structures Management Unit, Project Manager
FEMA Coordination
The Hydraulics Unit will coordinate with the NC Floodplain Mapping Program
(FMP), to determine status of project with regard to applicability of NCDOT’S
Memorandum of Agreement, or approval of a Conditional Letter of Map Revision
(CLOMR) and subsequent final Letter of Map Revision (LOMR).
This project involves construction activities on or adjacent to FEMA-regulated
stream(s). Therefore, the Division shall submit sealed as-built construction plans
to the Hydraulics Unit upon completion of project construction, certifying that the
drainage structure(s) and roadway embankment that are located within the 100-
year floodplain were built as shown in the construction plans, both horizontally
and vertically.
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Service Layer Credits: NC C enter for GeographicInformation & Analysis
*#Anson County B-5818
TIP Project B-5818
Bridge Replacement Bridge No. 11over Deadfall Creekon NC 109Anson County
October 2018
Source: USDA Geospatial Gateway;NCOneMap; USFWS
FIGURE 1-LOCATION MAP
LEGEND
Deadfall Creek
*#Bridge Location
Project Study Area
Floodplain
NWI Wetlands
Parcel
Water Body
Stream
0 250 500
Feet
/
GEORGE RATLIFF RD
109
L O N G PIN E CHURCHRD
DocuSign Envelope ID: 4656A607-60A7-4715-8B26-9BDF9F7EBEF6
Appendix A
DocuSign Envelope ID: 4656A607-60A7-4715-8B26-9BDF9F7EBEF6
NC HWY 109POT Sta. 10+00.00PC Sta. 12+00.00PT Sta. 19+49.9015+0010+00(CAMDEN RD.)
PI Sta 15+79.41
D
L = 749.90'
T = 379.41'
R = 2,000.00'
-L2-
-L2- PC STA. 12+00.00
BEGIN TIP PROJECT B-5818 12'12'12'12'REVISIONSR/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.10/19/2018r:\roadway\proj\alt's\preferred alt2\B5818_rdy_psh01_Alt2.dgnmabdelaziz8/17/991B-5818
MATCHLINE -L- STA 20+00 (SHEET 7)DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
0 100502550
CONCEPT DATED
9/27/2018
SUBJECT TO CHANGE WITHOUT NOTICE
CONCEPT PLANS
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
MAINTAIN TRAFFIC ON EXISTING
NEW ALIGNMENT (WITH BRIDGE)
PREFERRED CONCEPT
B-5818 BRIDGE #011
ANSON COUNTY
REGIONAL
55 MPH
ADT 2018 1,320
ADT 2043 2,640
1190'
MAJOR COLLECTOR
ROLLING
DESIGN DATA
DESIGN STANDARDS
DESIGN SPEED
=
=
=
=
=T
=
=
=
=
FUNC. CLASS
MIN. RADIUS
MAX. GRADE
=
TERRAIN
DESIGN EXCEPTION
7%
NONE
7%
O
BRIDGE LENGTH
BRIDGE SKEW
BRIDGE TYPE
=
=
=
130'
90
GIRDER BRIDGE
4
:112'
11' W/GR
.02
ROADWAY TYPICAL SECTION
12'8'
11' W/GR
12'8'
.02 POINT
GRADE
VARIES 2:1 MAX
VARIES 2:1 MAX
L-L2-C
GROUND
ORIGINAL
GROUND
ORIGINAL
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
DocuSign Envelope ID: 4656A607-60A7-4715-8B26-9BDF9F7EBEF6
DEADFALL CREEKDEADFALL CREEK25+00NC HWY 10912'12'12'12'33'-3"R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.10/19/2018r:\roadway\proj\alt's\preferred alt2\B5818_rdy_psh02_Alt2.dgnmabdelaziz8/17/992B-5818
MATCHLINE -L- STA 29+00 (SHEET 8)MATCHLINE -L- STA 20+00 (SHEET 6)CONCEPT DATED
9/27/2018
SUBJECT TO CHANGE WITHOUT NOTICE
CONCEPT PLANS
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
0 100502550
REGIONAL
55 MPH
ADT 2018 1,320
ADT 2043 2,640
1190'
MAJOR COLLECTOR
ROLLING
DESIGN DATA
DESIGN STANDARDS
DESIGN SPEED
=
=
=
=
=T
=
=
=
=
FUNC. CLASS
MIN. RADIUS
MAX. GRADE
=
TERRAIN
DESIGN EXCEPTION
7%
NONE
7%
MAINTAIN TRAFFIC ON EXISTING
NEW ALIGNMENT (WITH BRIDGE)
PREFERRED CONCEPT
B-5818 BRIDGE #011
ANSON COUNTY
O
BRIDGE LENGTH
BRIDGE SKEW
BRIDGE TYPE
=
=
=
130'
90
GIRDER BRIDGE
.02 .02
1'-7.5"1'-7.5"
L-L2-C
POINT
GRADE
BRIDGE TYPICAL SECTION
12'12'
33'-3" OUT TO OUT
30' CLEAR ROADWAY
3'3'4:1
12'
11' W/GR
.02
ROADWAY TYPICAL SECTION
12'8'
11' W/GR
12'8'
.02 POINT
GRADE
VARIES 2:1 MAX
VARIES 2:1 MAX
L-L2-C
GROUND
ORIGINAL
GROUND
ORIGINAL
C
C
C
C
C
C
C
C
C
C
C
C
C
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
C
C
F
F
DocuSign Envelope ID: 4656A607-60A7-4715-8B26-9BDF9F7EBEF6
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.10/19/2018r:\roadway\proj\alt's\preferred alt2\B5818_rdy_psh03_Alt2.dgnmabdelaziz8/17/993B-5818
MATCHLINE -L- STA 29+00 (SHEET 7)CONCEPT DATED
9/27/2018
SUBJECT TO CHANGE WITHOUT NOTICE
CONCEPT PLANS
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
0 100502550
MAINTAIN TRAFFIC ON EXISTING
NEW ALIGNMENT (WITH BRIDGE)
PREFERRED CONCEPT
B-5818 BRIDGE #011
ANSON COUNTY
REGIONAL
55 MPH
ADT 2018 1,320
ADT 2043 2,640
1190'
MAJOR COLLECTOR
ROLLING
DESIGN DATA
DESIGN STANDARDS
DESIGN SPEED
=
=
=
=
=T
=
=
=
=
FUNC. CLASS
MIN. RADIUS
MAX. GRADE
=
TERRAIN
DESIGN EXCEPTION
7%
NONE
7%
O
BRIDGE LENGTH
BRIDGE SKEW
BRIDGE TYPE
=
=
=
130'
90
GIRDER BRIDGE
4
:112'
11' W/GR
.02
ROADWAY TYPICAL SECTION
12'8'
11' W/GR
12'8'
.02 POINT
GRADE
VARIES 2:1 MAX
VARIES 2:1 MAX
L-L2-C
GROUND
ORIGINAL
GROUND
ORIGINALPC Sta. 29+59.87PT Sta. 36+33.01POT Sta. 39+33.0130+0035+00NC HWY 109
-L2-
PI Sta 32+99.65
D
L = 673.13'
T = 339.78'
R = 2,000.00'
-L2- PC STA. 37+00.00
END TIP PROJECT B-581812'12'12'12'F
F
F
F
F
F
F
F
F
F
C
F
C
F
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
F
F
C C
C C
DocuSign Envelope ID: 4656A607-60A7-4715-8B26-9BDF9F7EBEF6
5/28/99SHEET NO.PROJECT REFERENCE NO.10/19/2018r:\roadway\proj\alt's\preferred alt2\B5818_rdy_psh04_Alt2.dgnmabdelaziz4
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
B-5818
10 11 12 13 14 15 16 17 18 19 20 21 22 23 24
24 25 26 27 28 29 30 31 32 33 34 35 36 37 38
310
320
330
340
290
300
270
280
260
310
290
300
270
280
260
250
260
270
280
290
300
320
320
310
250
260
270
280
290
300
320
320
310
330 330
R/W SHEET NO.
CONCEPT DATED
9/27/2018
SUBJECT TO CHANGE WITHOUT NOTICE
CONCEPT PLANS
PROFILE (HORIZONTAL)
0 50 1002550
PROFILE (VERTICAL)
0 10 20510
350
320
EXISTING GROUND
PROPOSED GRADE
PROPOSED GRADE
EXISTING GROUND
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
PREFERRED CONCEPT
PREFERRED CONCEPT
O
BRIDGE LENGTH
BRIDGE SKEW
BRIDGE TYPE
=
=
=
130'
90
CORED SLAB (-)5.8640%
(-)0.3080%
PI = 19+50.00
EL = 281.43'
VC = 800'
K = 144
DS = 60 MPH
BEGIN GRADE
ELEV = 325.41'
-L2- STA. 12+00.00
END GRADE
ELEV = 308.15'
-L2- STA. 37+00.00
(-)0.3080%
(+)4.5764%
(+)4.5764%
(+)2.3150%
PI = 35+00.00
EL = 303.52'
VC = 400'
K = 177
DS = 60 MPH
PI = 29+50.00
EL = 278.35'
VC = 700'
K = 143
DS = 60 MPH
DocuSign Envelope ID: 4656A607-60A7-4715-8B26-9BDF9F7EBEF6
North Carolina Department of Transportation
Preliminary Estimate
TIP No.B-5818 Func County:Anson
Route
From CONSTR. COST
Typical Section $4,580,000
Prepared By:G. McCauley Date 9/27/2018
Requested By:Date
Line
Item Des
Sec
No.Description Quantity Unit Price Amount
Clearing and Grubbing 1.0 Acre 20,000.00$ 20,000.00$
Earthwork 50,000 CY 30.00$ 1,500,000.00$
Drainage New Location 0.02 Miles 200,000.00$ 4,000.00$
Fine Grading 6,910 SY 10.00$ 69,100.00$
New Pavement 6,910 SY 75.00$ 518,250.00$
Pavement Resurfacing SY 20.00$ -$
Erosion Control 1.5 Acres 50,000.00$ 75,000.00$
Traffic Control 1.0 LS 20,000.00$ 20,000.00$
Thermo and Markers 0.5 Miles 30,000.00$ 15,000.00$
Structures
ML / Creek 33'3"Wx 132.5'L 4,410.00 SF 150.00$ 661,500.00$
1.00
Misc. & Mob (15% Strs&Util)99,225.00$
Misc. & Mob (45% Functional)999,607.50$
Lgth 0.47 Miles Contract Cost …………..…………..…………..3,981,682.50$
E. & C. 15%…………..…………..…………..597,252.38$
Construction Cost …………..…………..…………..4,578,934.88$
DocuSign Envelope ID: 4656A607-60A7-4715-8B26-9BDF9F7EBEF6