20130579 Ver 1_Application_20130530

STATE, N O1` ©
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
PATRICK L. MCCRORY
GOVERNOR
May 23, 2013
U.S. Army Corps of Engineers
Regulatory Field Office
Post Office Box 1000
Washington, N.C. 27889 -1000
Attention: Bill Biddlecome
ANTHONY J. TATA
SECRETARY
2 0 1 3 0 5 7 9
Subject: Request for a NW 3 Permit and DWQ 401 for the replacement of Low Impact Bridge # 49 over
Hardison Mill Creek on SR 1516 (Kader Lilley Road) in Martin County. WBS # 45347.3.9
The North Carolina Department of Transportation is requesting the issuance of a NW 3 permit
and corresponding DWQ certification for the replacement of Low Impact Bridge # 49 in Martin County.
The bridge is located on SR 1516 approximately 5 miles south Williamston, NC. The bridge spans
Hardison Mill Creek, which is within the Roanoke River Basin. Hardison Mill Creek is classified by DWQ
as class "C" waters. Bridge # 49 is currently a 3 -span wood and concrete structure with a concrete deck that
is 90 ft. long by 29 ft. wide. This structure will be entirely removed using NCDOT's BMP's and guidelines
for bridge removal. The proposed bridge will be replaced on its existing alignment. The new bridge will be
a three span structure, 120' in length by 33' wide, comprised of a precast cored slab concrete deck, steel
piles and end bents. Jurisdictional wetland and surface water impacts have been avoided and minimized,
resulting in 0.034 acres of permanent wetland impact and 0.028 acres of temporary wetland impact.
Temporary wetland impacts are resulting from hand clearing beyond the fill slope points for erosion control
efforts. These areas will be allowed to revert back to vegetated wetland status. The impact area is located
and detailed on the permit drawings. An off -site detour will be utilized during construction. This bridge is
following the Low Impact Bridge Process established by FH WA, NCDOT and Regulatory Agencies.
Included with this letter are the location map, permit drawings, and Low Impact Data Sheet. If you
have questions please call me at (252) 482 -7977.
Sincerely,
Jerry Jennings
Division One Engineer
n e
Clay Willis
Division One EnvidWrnental Officer
Cc: Garcy Ward, DWQ
Sonia Carrillo, DWQ

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PROPERTY OWNERS
NAMES AND ADDRESSES
PARCEL NO. NAMES ADDRESSES
0301002 WILLIAM C. LILLEY
1535 GRAND
CANYON RD
CYNTHIA L. LILLEY
WILLIAMSTON
NC 27892
0301167 GILBERT' LEE DAVIS
2150 KADER LILLEY RD
RACHEL M. DAVIS
WILLIAMSTON
NC 27892
0300348 J. ELMO LILLEY, A
1035 GRAND
CANYON RD
WILLIAMSTON
NC 27892
BD5101 H 570049 _Hyd_prm_wet_prop_owners.dgn 5/10/2013 2:47:19 PM

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Low /Minimal Impact Bridge Project Data Sheet
6124/2011
TIP NO
BO -510tH
WEr
46017,1.9
County
Marna county
Bridge Number
Bddge p 49
Description •
P
Slide, bes a - 00' spans (PPC ch-1) with 2Interior bents Beats mmelet of wood plies with concrete caps. There Is a wooden
headwall on either sloe with wood cad bents The bridge has a metal Tall.
Stream
Basin
Roanoke River Basin 9 digit hucode.3010107
Classification
class•c••
SIN
DWO Index is 23-503 Hardison Mill Creek
Type
Wam, / Inland
Size
channel at me bridge site Is 20 - JO R wide
Existing Structure
Type
PPC Channel deck on wooden plies with concrete asps
Size
Bridge Is 90 feet long x 29 feet wide
Suff. Rating
Sum Rating 47.7 (posted at 20 tans single vehlcle and 27 tons semi truck)
Proposed Structure
Type
Size
Stream
USACE Impacts (LF)
COE Jurisdictional Stream Present, do to bridging there should be no stream impacts
Non 404 Impacts(LF)
not applia.ble
Wetlands
USACE Impacts (AC)
wetland Impacts war be within the threshold for NWJ Parmlts from the COE
Non 404 Impacts (ACI
not applicable
CAMA Impacts (AC)
Thera are no CAMA jurlsdletlonal Waters or wetlands within the project area
NC DWQ Suffers
Impacts (SF)
Project Is within the Roanoke River Basin, therefore Butter rules do net apply
Buffer Application Required (>40 ft) (Y /N)
No
NC DWQ StomWater Permit Required (YIN)
Permit Required (Y /N)
No
T&E
Habitat (yin)
No habitat present for Bald Eagle (B PAI
Species Present
No Habitat Present
Bio Conclusion
No effect
Moratorium
Type
No Moratorium
Dates
No Moratorium
Trout Waters
Nativelifatchery,
not applicable
Trout Species Present
not applicable
Trout Conditions (YIN)
not applicable
WRC Reviewer
not applicable
CAMA
AECs
None
Essential Fish
Habitat (yin)
No
No
Opening
4-6 feet vertical clearanea and 15.20 feet horttontal
USCG
Permit
None
Historic
Properties
Survey Required
Archaeological
Resources
No survey, Required
Tribal
Lands
None
4(f)
Resources
None
6(f) jLWCFj
Resources
Nona
Wild and
Scenic River
None
Forest Service
Lands
Was
TVA
Area
- None
FEMA
Buyout
FEMA
Flood Study
USTs
Haz Mats
Relocatees
None
Location
LAT
75.76097
LONG
- 77A2621
Project Comments
Old Brick Headwall at adjacent driveway on the northeast quadrant
Complete_d_hy_
Division Environmental Officer
6124/2011

NO SURVEY REQUIRED FORM
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Bridge # 49 on SR 1516
Martin County
Quadname Williamston
Lam..
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Project Tracking No. (internal Use)
11 -06 -0009
— -- - --
NO PREHISTORIC OR HISTORIC PROPERTIES PRESENT FORM
PROJECT INFORMATION
Project No: BD -5101 H
WBS No: 45347.1.9
F.A. No:BRZ- 1113(8)
Federal (USA CE) Permit Required?
Project Description:
County: Martin
Document: PCE
Funding: ❑ State ® Federal
® Yes ❑ No Permit Type: NWP 3
Bridge No. 49 will be replaced at the existing location. During construction traffic will be maintain off -
site along SR 1500 - SR 1528 - SR 1361. No improvements are proposed on the detour route. Bridge No.
49 will be replaced with a three -span cored slab bridge 120 feet in length. The proposed bridge will
provide 10 -foot travel lanes with 5 feet offset to the bridge rail, 33 feet out -to -out bridge deck width. The
existing bridge clear roadway width is 29.3 feet and due to the sharp curve on the west end of the
proposed bridge it was determined to necessary to maintain the existing clear roadway width. The
proposed approach roadway will extend approximately 150 feet either side of the proposed bridge and
provide 10 -foot travel lanes with 5 -foot shoulders (8 -foot shoulders at guardrail locations). The proposed
guardrail will extend approximately 75 feet from the bridge on three corners and will be minimize on the
east corner due to a driveway. All construction is anticipated to be maintained in the existing right -of-
way with minor construction easement for a driveway on the east end of the bridge to be relocated.
SUMMARY OF FINDINGS
The North Carolina Department of Transportation (NCDOT) reviewed the subject project and determined:
Historic Architecture /Landscapes
❑ There are no National Register - listed or Study Listed properties within the project's area of potential
effects.
® There are no properties less than fifty years old which are considered to meet Criteria Consideration G
within the project's area of potential effects.
❑ There are no properties within the project's area of potential effects.
❑ There are properties over fifty years old within the area of potential effects, but they do not meet the
criteria for listing on the National Register.
® All properties greater than 50 years of age located in the APE have been considered and all compliance
for historic architecture with Section 106 of the National Historic Preservation Act and GS 121 -12(a) has
been completed for this project.
No Historic Properties Present "form jor.tiltnor Transportation Pro/eas as Qualified to the 209? Programmatic Agreement
NCDOT Archaeology & Historic Architecture Groups

SUMMARY OF CULTURAL RESOURCES REVIEW
Brief description of review activities, results of review, and conclusions:
Review of HPO quad maps, relevant background reports, historic designations roster, and indexes was
undertaken on June 14, 2011. Based on this review, there were no existing NR, LD, or SS properties in
the Area of Potential Effects (APE). However, the bridge project is within the study - listed Lilley Rural
Industries District. A site visit was recommended.
On June 29, 2011 a NC DOT Architectural Historian surveyed the entire project area. Much of the Lilley
Rural Industrial District remains intact and well- maintained; however the bulk of the district lies
southwest of Bridge No 49 on SR 1114, SR 1516, and SR 1521. The only structure near Bridge No 49 is
a modern log house. The replacement of Bridge No 49 will not have an effect on the study -list rural
district.
SUPPORT DOCUMENTATION
See attached: Maps, photographs, preliminary design plans
Signed:
--�%(3( �Z_o�1
Cultural Resources Sbe�ialist.'NCDOT Date
Representative, HPO
HPO /OSA Comments:
"No Historic Properties Present " form for Minor Transportation Prolecis as Qualified in the 1007 Programmatic Agreement.
WIX)T Archaeology &. Historic Architecture Groups
Date

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