HomeMy WebLinkAbout20131314 Ver 1_Application_2013122706- 6.
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Attachment L: Low Impact Bridge Replacement�.'Process
Low Impact Bridge Project No.: B-4708 County Beaufort
Bridge No.5 over Aggie Run DUBS Element Number 38483.1.1 Bp,ycH
This project is subject to the Low Impact Bridge Process as agreed to on October 6,
2009. This project meets the documentation requirements and approval procedures
under NEPA, as defined by FHWA, for Low Impact Bridge Replacements. This project
meets the standards of NCDOT's Minimum Criteria Rules.
Date: December 9, 2013 2,_0 1 3 1 3 1 4
Applicant Name: North Carolina Department of Transportation
Applicant Address: P.O. Box 1587
Greenville, NC 27835
Primary Contact for Project: Jay B. Johnson
Phone No.: 252 -439 -2800
Is this an after - the -fact application: , Yes X No
River Basin: Tar - Pamlico
Stream Classification: AQQie Run C; Sw: NSW
Regulatory Authorization Options for this Activity
Federal: USACE Nationwide General Permit 3 — Maintenance
State: General Water Quality Certification #3687 and /or Buffer Authorization
Local: None
Project Description — The project involves the replacement of Beaufort County Bridge No. 005, an
existing 1 @30' -6 ", 1 @30' -6 ", 1 @30' -6" reinforced concrete deck bridge on pre- stressed concrete
channels with a 1@40' -0 ", 1 @45' -0 ", 1 @40' -0 ", 21" cored slab bridge at the same location. The project
also includes 875' of approach roadway improvements. In accordance with Tar - Pamlico Buffer
Regulations, the bridge does not contain deck drains. Therefore, all stormwater from the bridge will be
directed into a closed drainage system via shoulder berm gutter to inlets and discharged into the
proposed swale at — L -Sta. 17 +92 RT. All runoff from the roadway not captured by this drainage system
will flow across the vegetated roadway shoulders onto the existing ground.
Signature:
Print Name: J B. hnson
Title: Division Environmental Officer
Lowy /minimal Impact Bridge Project Data Sheet
TIP NO
8 4708
WBS
38483.1.1
County
Beaufort
Bridge Number
OB0005
Description
SR 1001 (Cherry Run Rd.
Aggie Run
Basin
Classification
Stream SIN
Type
Size width & depth)
Tar - Pamlico
Q Sw. NSW
28- 103 -14
perennial
70'x 7'
Type
Existing Structure Size
Suff. Rating
Prestressed concrete channels
91'x 31'
28.87
Proposed Structure Type
Size (lengthxqou"F -out
Bridge
125'x 36'
Stream USACE ImpF)
Non 404 Inn LF
0
0
USACE ImpC)
Wetlands Non 404 ImC)
CAMA Impacts
0.14
0.046
0
NC DWQ Buffers Im cts S
Zone 1 = 1739 Zone 2 =1575
Buffer A lication R uired > /N
Y
NC DWQ StormWater Permit Re /N
No
Habitat (y /nY
T &E Species PreRed
Bio ConcluMA
Woff
-NLAA
Moratorium Type (per WRC)
Dates
No
N/A
Nafm/Hatchery
Trout Waters Trout Species Present
Trout Conditions IN
WRC Reviewer
No
No
No
N/A
CAMA AECs
No
Essential Fish Habitat /n
No
Nay. Opening
No
USCG Permit
No
Historic Properties
No
Archaeological Resources
No
Tribal Lands
No
4 Resources
No
6 LWC F] Resources
No
Wild and Scenic River
No
Forest Service Lands
No
TVA Area
No
FEMA Buyout
No
FEMA Flood Study
Yes
USTs Haz Mats
No
Relocate"
No
Location LAT
LONG
35.629583
- 77.110067
Project Comments
CLOMR Due to raising grade to
increase level of service of
structure
Complete by:
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Division vi nmental cer, Date
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® North Carolina Wildlife Resources Commission
Gordon Myers, Executive Director
MEMORANDUM
TO: Chris Rivenbark
NCDOT, PDEA Natural Environment Unit
FROM: Travis Wilson, Highway Project Coordinator
Habitat Conservation Program
DATE: May 11, 2009
SUBJECT: NCDOT Bridge Replacements
Biologists with the N. C. Wildlife Resources Commission (NCWRC) have reviewed the
information provided and have the following preliminary comments on the subject project. Our
comments are provided in accordance with provisions of the National Environmental Policy Act
(42 U.S.C. 4332(2)(c)) and the Fish and Wildlife Coordination Act (48 Stat. 401, as amended; 16
U.S.C. 661- 667d).
Our standard recommendations for bridge replacement projects of this scope are as
follows:
1. We generally prefer spanning structures. Spanning structures usually do not require
work within the stream and do not require stream channel realignment. The horizontal
and vertical clearances provided by bridges allows for human and wildlife passage
beneath the structure, does not block fish passage, and does not block navigation by
canoeists and boaters.
2. Bridge deck drains should not discharge directly into the stream.
3. Live concrete should not be allowed to contact the water in or entering into the stream.
4. If possible, bridge supports (bents) should not be placed in the stream.
5. If temporary access roads or detours are constructed, they should be removed back to
original ground elevations immediately upon the completion of the project. Disturbed
areas should be seeded or mulched to stabilize the soil and native tree species should,
be planted with a spacing of not more than 10'x10'. If possible, when using temporary
Mailing Address: Division of Inland Fisheries • 1721 Mail Service Center • Raleigh, NC 27699 -1721
Telephone: (919) 707 -0220 • Fax: (919) 707 -0028
u
Bridge Memo
Page 2
May 11, 2009
structures the area should be cleared but not grubbed. Clearing the area with chain
saws, mowers, bush -hogs, or other mechanized equipment and leaving the stumps and
root mat intact, allows the area to revegetate naturally and minimizes disturbed soil.
6. A clear bank (riprap free) area of at least 10 feet should remain on each side of the
steam underneath the bridge.
7. In trout waters, the N.C. Wildlife Resources Commission reviews all U.S. Army
Corps of Engineers nationwide and general `404' permits. We have the option of
requesting additional measures to protect trout and trout habitat and we can
,recommend that the project require an individual `404' permit.
8. In streams that contain threatened or endangered species, NCDOT biologist Mr.
Logan Williams should be notified. Special measures to protect these sensitive species
may be required. NCDOT should also contact the U.S. Fish and Wildlife Service for
information on requirements of the Endangered Species Act as it relates to the project.
9. In streams that are used by anadromous fish, the NCDOT official policy entitled
"Stream Crossing Guidelines for Anadromous Fish Passage (May 12, 1997)" should
be followed.
10. Sedimentation and erosion control measures sufficient to protect aquatic resources
must be implemented prior to any ground disturbing activities. Structures should be
maintained regularly, especially following rainfall events.
11. Temporary or permanent herbaceous vegetation should be planted on all bare soil
within 15 days of ground disturbing activities to provide long -term erosion control.
12. All work in or adjacent to stream waters should be conducted in a dry work area.
Sandbags, rock berms, cofferdams, or other diversion structures should be used where
possible to prevent excavation in flowing water.
13. Heavy equipment should be operated from the bank rather than in stream channels in
order to minimize sedimentation and reduce the likelihood of introducing other
pollutants into streams.
14. Only clean, sediment -free rock should be used as temporary fill (causeways), and
should be removed without excessive disturbance of the natural stream bottom when
construction is completed.
15. During subsurface investigations, equipment should be inspected daily and
maintained to prevent contamination of surface waters from leaking fuels, lubricants,
hydraulic fluids, or other toxic materials.
If corrugated metal pipe arches, reinforced concrete pipes, or concrete box culverts are
used:
1. The culvert must be designed to allow for aquatic life and fish passage. Generally, the
culvert or pipe invert should be buried at least 1 foot below the natural streambed
(measured from the natural thalweg depth).. If multiple barrels are required, barrels
other than the base flow barrel(s) should be placed on or near stream bankfull or
floodplain bench elevation (similar to Lyonsfield design). These should be
Bridge Memo Page 3 May 11, 2009
reconnected to floodplain benches as appropriate. This may be accomplished by
utilizing sills on the upstream and downstream ends to restrict or divert flow to the
base flow barrel(s). Silled barrels should be filled with sediment so as not to cause
noxious or mosquito breeding conditions. Sufficient water depth should be provided
in the base flow barrel(s) during low flows to accommodate fish movement. If
culverts are longer than 40 -50 linear feet, alternating or notched baffles should be
installed in a manner that mimics existing stream pattern. This should enhance
aquatic life passage: 1) by depositing sediments in the barrel, 2) by maintaining
channel depth and flow regimes, and 3) by providing resting places for fish and other
aquatic organisms. In essence, base flow barrel(s) should provide a continuum of
water depth and channel width without substantial modifications of velocity.
2. If multiple pipes or cells are used, at least one pipe or box should be designed to
remain dry during normal flows to allow for wildlife passage.
Culverts or pipes should be situated along the existing channel alignment whenever
possible to avoid channel realignment. Widening the stream channel must be avoided.
Stream channel widening at the inlet or outlet end of structures typically decreases
water velocity causing sediment deposition that requires increased maintenance and
disrupts aquatic life passage.
4. Riprap should not be placed in the active thalweg channel or placed in the streambed
in a manner that precludes aquatic life passage. Bioengineering boulders or structures
should be professionally designed, sized, and installed.
In most cases, we prefer the replacement of the existing structure at the same location
with road closure. If road closure is not feasible, a temporary detour should be designed and
located to avoid wetland impacts, minimize the need for clearing and to avoid destabilizing
stream banks. If the structure will be on a new alignment, the old structure should be removed
and the approach fills removed from the 100 -year floodplain. Approach fills should be removed
down to the natural ground elevation. The area should be stabilized with grass and planted with
native tree species. If the area reclaimed was previously wetlands, NCDOT should restore the
area to wetlands. If successful, the site may be utilized as mitigation for the subject project or
other projects in the watershed.
NCDOT should routinely minimize adverse impacts to fish and wildlife resources in the
vicinity of bridge replacements. Restoring previously disturbed floodplain benches should
narrow and deepen streams previously widened and shallowed during initial bridge installation.
NCDOT should install and maintain sedimentation control measures throughout the life of the
project and prevent wet concrete from contacting water in or entering into these streams.
Replacement of bridges with spanning structures of some type, as opposed to pipe or box
culverts, is recommended in most cases. Spanning structures allow wildlife passage along
streambanks and reduce habitat fragmentation.
Project specific comments:
B -5106 Bertie County Bridge No. 148 on SR 1200 over Wahtom Swamp. Anadromous species
are found in this portion of Wahtom Swamp. NCDOT should follow all stream crossing
guidelines for anadromous fish passage, including an in -water work moratorium from February
15 to June 15. We recommend replacing this bridge with a bridge. Standard recommendations
apply.
Bridge Memo Page 4 May 11, 2009
B -5141 Bertie County Bridge No. 53 on US 13 over Whiteoak Swamp. Anadromous species are
found in this portion of Whiteoak Swamp. NCDOT should follow all stream crossing guidelines
for anadromous fish passage, including an in -water work moratorium from February 15 to June
15. We recommend replacing this bridge with a bridge. Standard recommendations apply.
B -5122 Bertie county Bridge No. 51 on US 13 over Chashie River. Anadromous species are
found in this portion of the Chashie River. NCDOT should follow all stream crossing guidelines
for anadromous fish passage, including an in -water work moratorium from February 15 to June
15. We recommend replacing this bridge with a bridge. Standard recommendations apply.
B -4464 Chowan County Bridge No. 35 on SR 1170 over a canal B -4464. We recommend
replacing this bridge with a bridge. Standard recommendations apply.
B -5139 Pasquotank County Bridge No. 21 on SR 1332 over Knoob's Creek. Anadromous
species are found in this portion of Knoobs Creek. NCDOT should follow all stream crossing
guidelines for anadromous fish passage, including an in -water work moratorium from February
15 to June 15. We recommend replacing this bridge with a bridge. Standard recommendations
apply.
B -5112 Greene County Bridge No. 72 on SR 1253 over Appletree Swamp. We recommend
replacing this bridge with a bridge. Standard recommendations apply.
B -4755 Greene County Bridge No. 65 on SR 1215 over Appletree Swamp. We recommend
replacing this bridge with a bridge. Standard recommendations apply.
B -4708 Beaufort County Bridge No. 5 on SR 1001 over Aggie Run. We recommend replacing
this bridge with a bridge. Standard recommendations apply.
B -5111 Pitt County Bridge No. 111 on SR 1588 over Briery Creek. We recommend replacing
this bridge with a bridge. Standard recommendations apply.
B -4601 Pitt County Bridge No. 64 on SR 1214 over Pinelog Creek. We recommend replacing
this bridge with a bridge. Standard recommendations apply.
B -4484 Craven County Bridge No. 138 on SR 1470 over Neuse River. This portion of the Neuse
River is designated as an inland primary nursery area. NCDOT should follow all stream crossing
guidelines for anadromous fish passage, including an in -water work moratorium from February
15 to September 30. We recommend replacing this bridge with a bridge. Standard
recommendations apply.
B -4737 Craven County Bridge No. 46 on SR 1226 over Bachelor Creek. This portion of
Bachelor Creek provides spawning and nursery habitat for anadromous fish species. NCDOT
should follow all stream crossing guidelines for anadromous fish passage, including an in -water
work moratorium from February 15 to September 30. We recommend replacing this bridge with
a bridge. Standard recommendations apply.
Bridge Memo Page 5 May 11, 2009
B -4924 Craven County Bridge No. 19 on SR 1003 over Fork of Little Swift Creek. We
recommend replacing this bridge with a bridge. Standard recommendations apply.
B -5143 'Duplin County Bridge No. 408 on SR 1105 over Stewarts Creek. We recommend
replacing this bridge with a bridge. Standard recommendations apply.
B -4722 Carteret County Bridge No. 33 on US 70 over North River. NCWRC will defer to
NCDMF for specific recommendations pertaining to aquatic resources. We recommend
replacing this bridge with a bridge. Standard recommendations apply.
B -4933 Edgecombe County Bridge No. 80 on NC 33 over Tar River. A rare and diverse mussel
fauna historically occurred up and downstream of the NC 33 Bridge on the Tar River. The
Creeper Strophitus undulatus (State threatened), the Triangle floater Alasmidonta undulata (State
Threatened), the Roanoke slabshell Elliptio roanokensis (State Threatened), and the Tar River
Spinymussel Elliptio steinstansana (Federally and State endangered), have all been located at
this site. A mussel survey is recommended at this location and NCDOT should follow design
standards for sensitive watersheds. Also this portion of the Tar River is designated as an inland
Primary Nursery area. NCDOT should follow all stream crossing guidelines for anadromous fish
passage, including an in -water work moratorium from February 15 to September 30.
Furthermore there is a public access facility within the project study area, DOT should
coordinate closely with NCWRC during the design and construction of this project to avoid and
minimize impacts to this facility. We recommend replacing this bridge with a bridge. Standard
recommendations apply.
B -4932 Edgecombe County Bridge No. 28 on NC 42 over Tar River. A rare and diverse mussel
fauna historically occurred up and downstream of the NC 42 bridge. Roanoke slabshell E.
roanokensis (State Threatened), Yellow lampmussel L. cariosa (State Special Concern), and the
Tar River Spinymussel E. steinstansana (State and Federally Endangered), have all been
detected at this site. A mussel survey is recommended at this location and NCDOT should
follow design standards for sensitive watersheds. Also this portion of the Tar River is designated
as an inland Primary Nursery area. NCDOT should follow all stream crossing guidelines for
anadromous fish passage, including an in -water work moratorium from February 15 to
September 30. Furthermore there is a public access facility within the project study area, DOT
should coordinate closely with NCWRC during the design and construction of this project to
avoid and minimize impacts to this facility. We recommend replacing this bridge with a bridge.
Standard recommendations apply.
B -4743 Edgecombe County Bridge No. 83 on SR 1003 over tributary of Town Creek. This
bridge is located immediately upstream from the confluence with Fishing Creek. The strongest
known population of the State Threatened Carolina madtom, N. furiosis, was discovered in 2007
just downstream of the confluence of these two streams. The Carolina madtom requires
sediment free habitat for day time cover and spawning. This area is the stronghold for this
species across its entire range; therefore WRC recommends NCDOT use design standards for
sensitive watersheds during the design and replacement of this structure. We recommend
replacing this bridge with a bridge. Standard recommendations apply.
Bridge Memo Page 6 May 11, 2009
B -4761 Halifax County Bridge No. 29 on NC 561 over Little Fishing Creek. Little Fishing
Creek is one of the most diverse and unique waterways in the Tar River basin. The best known
population of the Federally Endangered Tar River Spinymussel, E. steinstansana, occurs in this
stream. As well as Atlantic Pigtoe, Fusconia masoni (State Special Concern), the Notched
Rainbow, Villosa constricta (State Special Concern), the Yellow lampmussel, L. cariosa (State
Special Concern), the Triangle floater, A. undulata, and Creeper, S. undulates. A mussel survey
is recommended at this location and NCDOT should follow design standards for sensitive
watersheds. NCDOT should coordinate closely with the NCWRC Eastern Aquatic Wildlife
Diversity Biologists to aid with surveys at this site.
B -4557 Johnston County Bridge No. 113 on SR 1309 over Big Branch. We recommend
replacing this bridge with a bridge. Standard recommendations apply.
B -4773 Johnston County Bridge No. 222 on SR 2320 over Little Creek. We recommend
replacing this bridge with a bridge. Standard recommendations apply.
B -4936 Johnston County Bridge No. 41 on SR 1136 over Mill Creek. We recommend replacing
this bridge with a bridge. Standard recommendations apply.
B -4561 Johnston County Bridge No. 147 on SR 1525 over Swift Creek. Historical records exist
for several listed mussel species both up and downstream of this bridge: the Atlantic Pigtoe, F.
masoni (State Special Concern),the Yellow lampmussel, L. cariosa (State Special Concern), the
Triangle floater, A. undulate (State Threatened), the Creeper, S. undulatus (State Threatened), the
Yellow lance, E. lanceolata (State Endangered), and the Dwarf wedgemussel, A. heterodon
(State and Federally Endangered). A mussel survey is recommended at this location and
NCDOT should follow design standards for sensitive watersheds. Anadromous species are also
found in this portion of Swift Creek. NCDOT should follow all stream crossing guidelines for
anadromous fish passage, including an in -water work moratorium from February 15 to June 15.
We recommend replacing this bridge with a bridge. Standard recommendations apply.
B -4938 Nash County bridge No. 25 on SR 1145 over Little Sapony Creek. . We recommend
replacing this bridge with a bridge. Standard recommendations apply.
B -5124 Nash County Bridge No. 141 & 151 on US 301 over Swift Creek. The Atlantic Pigtoe,
Fusconia masoni (State Special Concern), the Notched Rainbow, Villosa constricta (State
Special Concern), the Yellow lampmussel, L. cariosa (State Special Concern), the Triangle
floater, A. undulata (State Threatened), the Creeper, S. undulatus (State Threatened), the Yellow
lance, E. lanceolata (State Endangered), and the Tar River Spinymussel, E. steinstansana (State
and Federally Endangered), have all been detected in Swift Creek. A mussel survey is
recommended at this location and NCDOT should follow design standards for sensitive
watersheds. Anadromous species are also found in this portion of Swift Creek. NCDOT should
follow all stream crossing guidelines for anadromous fish passage, including an in -water work
7
Bridge Memo Page 7 May 11, 2009
moratorium from February 15 to June 15. We recommend replacing this bridge with a bridge.
Standard recommendations apply.
B -5108 Nash County Bridge No. 26 on SR 1145 over Sapony Creek. . We recommend
replacing this bridge with a bridge. Standard recommendations apply.
B -4939 Nash County Bridge No. 156 on SR 1433 over Basket Creek. We recommend replacing
this bridge with a bridge. Standard recommendations apply.
B -4843 Wayne County Bridge No. 15 on SR 1719 over Bear Creek. We recommend replacing
this bridge with a bridge. Standard recommendations apply.
B -4679 Wilson County Bridge No. 66 on SR 1163 over Swamp. We recommend replacing this
bridge with a bridge. Standard recommendations apply.
B -5126 Wilson County Bridge No. 65 on SR 1163 over a swamp. We recommend replacing this
bridge with a bridge. Standard recommendations apply.
B -4436 Bladen County Bridge No. 31 on SR 1700 over Brown's Creek. We recommend
replacing this bridge with a bridge. Standard recommendations apply.
B -5116 Bladen- Sampson counties Bridge No. 150 on SR 1502 over South River. We
recommend replacing this bridge with a bridge. Standard recommendations apply.
B -5117 Bladen County Bridge No. 47 on US 210 over Lake Creek. We recommend replacing
this bridge with a bridge. Standard recommendations apply.
B -4478 Columbus County Bridge No. 216 on SR 1700 over Welches Creek. We recommend
replacing this bridge with a bridge. Standard recommendations apply.
B -5115 Columbus County Bridge No. 94 and 95 on SR 1005 over Grissett Creek. We
recommend replacing this bridge with a bridge. Standard recommendations apply.
B -4475 Columbus County Bridge No. 85 on SR 1119 over Tom's Fork Creek. We recommend
replacing this bridge with a bridge. Standard recommendations apply.
B -4738 Cumberland County Bridge No. 189 on SR 1137 over Buckhead Creek. We recommend
replacing this bridge with a bridge. Standard recommendations apply.
B -4951 Harnett County Bridge No. 57 on SR 1002 over I -95. We recommend replacing this
bridge with a bridge. Standard recommendations apply.
If you need further assistance or information on NCWRC concerns regarding bridge
replacements, please contact me at (919) 528 -9886. Thank you for the opportunity to review and
comment on this project.
Bridge Memo Page 8 May 11, 2009
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