20141196 Ver 1_Application_20141117

ECOLOGICAL
ENGINEERING
November 17, 2014
Brad Shaver, NCDOT Coordinator
Wilmington Regulatory Field Office
US Army Corps of Engineers
69 Darlington Avenue
Wilmington, NC 28403
Subject:
Dear Mr. Shaver,
1151 SE Cary Parkway, Suite 101
Cary, North Carolina 2.7518
[phone]
Replacement of Bridge Nos. 810316 and 810317 over Little Coharie Creek on SR 1329
Sampson County
WBS No. 17BP.3.R.27
The North Carolina Department of Transportation (NCDOT) proposes to replace two existing bridges. Bridge
#810316 is a two -span (2 @ 17'-5") reinforced concrete deck on timber joists with timber piles and abutments;
Bridge #810317 is a four -span (1 @ 17'-6", 1 @ 16'-10", 1 @ 16'-9", 1 @ 17'-9") reinforced concrete deck on timber
joists with timber piles and abutments. The bridges will be replaced with 24-inch cored slab bridges on existing
alignment. Bridge #810316 will be a single span (1 @ 70') cored slab with 4'-0" caps and sloping abutments; Bridge
#810317 will be a two span (2 @ 55') cored slab with 4'-0" caps and sloping abutments. Traffic will follow an
offsite detour during construction.
Less than 0.13 acres of temporary and permanent impacts to jurisdictional resources will result from placement of
the new bridges. Please see enclosed copies of the vicinity map, permit drawings, Low/Minimal Impact Bridge
Project Data Sheet, and Agent Authorization letter for the above -referenced project. This project is due to be let
for construction in Fiscal Year 2015-2016.
Regulatory Approvals
Section 404 Permit: All aspects of this project are being performed by the NC Department of Transportation in
accordance with the Low Impact Bridge Replacement Program.
Section 401 Permit: All aspects of this project are being performed by the NC Department of Transportation in
accordance with the Low Impact Bridge Replacement Program.
If you have any questions or need additional information, please contact me at [phone].
Sincere
Ed Hajnos
Project Scientist
cc:
Mason Herndon, NCDENR Water Quality Programs
Amanda T. Glynn, P.E., Division 3 Bridge Program Manager
Stonewall D. Mathis, Division 3 Environmental Officer
Brian Eason, P.E., H.W. Lochner
File

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
PAT MCCRORY
GOVERNOR
ANTHONY J. TATA
SECRETARY
AGENT AUTHORIZATION FORM - NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
Project Name: Multiple Bridge Replacements in Division 3
Project Location: Sampson, Duplin and Brunswick Counties
Date: March 11, 2014
STRUCTURE NO.
COUNTY
WBS NUMBER
ROUTE
ACROSS
810317 & 810316
SAMPSON
17BP.3.R.27
SR1329
CAESAR SWAMP
300105
DUPLIN
17BP.3.R.29
SR1004
MAPLE RUN
090053
BRUNSWICK
17BP.3.R.32
SR1134
BR.SHALLOTTE RIVER
300162
DUPLIN
17BP.3.R.36
SR1715
LIMESTONE CREEK
300278
DUPLIN
17BP.3.R.38
SR1715
BRANCH OF CABIN CREEK
810167
SAMPSON
17BP.3.R.40
5R1446
LITTLE BEAVERDAM
300384
DUPLIN
17BP.3.R.41
5R1937
MILL SWAMP
The North Carolina Department of Transportation, Division 3 undersigned, does hereby authorize:
The Professional Engineers and Scientists
(Contractor / Agent)
Ecological Engineering, LLP
of
(Name of consulting firm)
to act on my behalf and take all actions necessary for the processing, issuance and acceptance of this permit or
certification and any and all standard and special conditions attached.
North Carolina Department of Transportation
Division 3 Bridge Program
5501 Barbados Boulevard
Castle Hayne, NC 28429
[phone]
I hereby certify the above information submitted in this application is true and accurate to the
bpt of my knowledge
Amanda T. Glynn, PE
Division Bridge Program Manager
DP/N(
5501 Barbados Boulevard, Castle Hayne, NC 28429 [phone] Fax [phone]

ATA
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory John E. Skvarla, III
Governor Secretary
Attachment L: Low Impact Bridge Replacement Process
Low Impact Bridge Project No.: SF-810316 and SF-810317 County: Sampson
Bridge No. 810316 & 810317 over Little Coharie Creek
WBS Element Number 17BP.3.R.27
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: November 17, 2014
Applicant Name: Amanda T. Glynn, PE
Applicant Address: NCDOT
Division Bridge Program Manager
5501 Barbados Blvd.
Castle Hayne, NC 28429
Primary Contact for Project: Edward A. Hainos (authorized agent)
Ecological Engineering, LLP
1151 SE Cary Parkway, Suite 101
Cary, NC 27518
Phone No.: 919-557-0929
Is this an after -the -fact application: Yes X No
River Basin: Cape Fear
Stream Classification: C:Sw
Regulatory Authorization Options for this Activity
Federal: USACE Nationwide General Permit 3 — Maintenance
State: General Water Quality Certification #3883
Local: None
Project Description: please see the attached project description
Signature: L
Print Name: Edward A. Hainos
Title:
Project Manager, Ecological Engineering, LLP
Transportation Permitting Unit
1617 Mail Service Center, Raleigh, North Carolina 27699-1650
Location: 512 N Salisbury St, Raleigh, North Carolina
Phone: [phone] FAX: [phone]
Internet: http://porlal.ncdenr.org/web/wq
An Equal Opportunity \ Affirmative Action Employer
NorthCarolina
‘Vaturallj

Project Description

The North Carolina Department of Transportation (NCDOT) proposes to replace two existing
bridges. Bridge #810316 is a two-span (2 @ 17'-5'') reinforced concrete deck on timber joists
with timber piles and abutments; Bridge #810317 is a four-span (1 @ 17'-6", 1 @ 16'-10", 1 @
16'-9", 1 @ 17'-9") reinforced concrete deck on timber joists with timber piles and abutments.
The bridges will be replaced with 24-inch cored slab bridges on existing alignment. Bridge
#810316 will be a single span (1 @ 70') cored slab with 4'-0" caps and sloping abutments;
Bridge #810317 will be a two span (2 @ 55') cored slab with 4'-0" caps and sloping abutments.
Traffic will follow an offsite detour during construction. Less than 0.13 acres of temporary and
permanent impacts to jurisdictional resources will result from placement of the new bridges.

FIGURE 1
VICINITY MAP
NCDOT Bridges #316 & 317, Tyndall Bridge Road, Sampson County
WBS No. 17BP.3.R.27 Division 3
Quad Name: Salemburg, NC
Map Source: Terrain Navigator
Series: 7.5-minute
Scale: 1:24,000
BRIDGE NOS. 316 & 317
(Project Site)
Attachment G:
Low/Minimal Impact Bridge Project Data Sheet
TIP NO SF-810316, SF-810317
WBS 17.BP.3.R.27
County Sampson
Bridge Number Bridge # 316 and Bridge # 317
Description
Basin Cape Fear Basin; 8-digit HUC 03030006
Classification "C;Sw"
SIN 18-68-1-17a; Little Coharie Creek
Type Warm / Inland
Size 20-50 feet wide, 2+ feet deep
Bridge #810316 is a two-span (2 @ 17'-5'') reinforced concrete deck on
timber joists with timber piles and abutments
Bridge #810317 is a four-span (1 @ 17'-6", 1 @ 16'-10", 1 @ 16'-9", 1
@ 17'-9") reinforced concrete deck on timber joists with timber piles
and abutments
Bridge #810316: 24'-0" out to out
Bridge #810317: 24'-0" out to out
Bridge #810316: 45.88
Bridge #810317: 28.44
Bridge #810316 is a single span (1 @ 70') cored slab (24") with 4'-0"
caps and sloping abutments
Bridge #810317 is a two span (2 @ 55') cored slab (24") with 4'-0"
caps and sloping abutments
Size (width-out to out)30'-0" out ot out (both bridges)
USACE Impacts (LF)none (see impact summary sheet)
Non 404 Impacts (LF)not present
USACE Impacts (AC)0.13 acres (see impact summary sheet)
Non 404 Impacts (AC)not present
CAMA Impacts (AC)No
NC DWQ BuffersImpacts (SF)Project is not within a buffer basin; therefore buffer rules do not apply
Buffer Application Required (>40 ft) (Y/N)No
NC DWQ StormWater Permit Required (Y/NPermit Required (Y/N)No
American alligator - Yes
Pondberry - Yes
Wood stork - Yes
Red-cockaded woodpecker - No
American alligator - Not present
Pondberry - Not present
Wood stork - Not present
Red-cockaded woodpecker - Not present
American alligator - N/A
Pondberry - No effect
Wood stork - May Affect, Not Likely to Adversely Effect
Red-cockaded woodpecker - No effect
Type No
Dates No
Native/Hatchery No
Trout Species Present No
Trout Conditions (Y/N)No
WRC Reviewer No
CAMAAECs Project is not within a CAMA county; therefore no CAMA AECs are
present
Essential FishHabitat (y/n)No
Nav.Opening No
USCGPermit exempt
Bridge #810316: No survey required rec'd 10/30/2014
Bridge #810317: No survey required rec'd 10/30/2014
Bridge #810316: No survey required rec'd 11/5/2014
Bridge #810317: No survey required rec'd 11/5/2014
Tribal Lands No
4(f)Resources No
6(f) [LWCF]Resources No
Wild andScenic River No
Forest ServiceLands No
TVAArea No
FEMABuyout No
FEMAFlood Study No
USTsHaz Mats No
Relocatees No
LAT 35.0839 decimal degrees
LONG -78.5292 decimal degrees
Project Comments
Completed by:Ecological Engineering, LLP11/6/2014
Lead EngineerDate
Stonewall D. Mathis
Division Environmental Officer
Historic
Stream
Existing Structure
Proposed Structure
Stream
The location provided is for bridge# 810317.
Wetlands
Moratorium
Location
Trout Waters
Habitat (y/n)
Properties
ArchaeologicalResources
Suff. Rating
Size
Type
Type
Species Present
Bio Conclusion
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2840 PLAZA PLACE, SUITE 202
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1151 SE Cary Parkway
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END APPR. SLAB
STA.14+92.00
TYPE -III GRAU 350 TL-3
TTTT T T T T 1 1 1 1 1 1 1rJ
TYPE -III
11111J"
TYPE -HI
I
l' FLAT FACED RAIL
WITH l" OVERHANG(TYP)
111111 1 1 1 1 1 1 1
TYPE -III GRAU 350 TL-3
3'-//"
10
11
12
13
14
15
16

PROJECT REFERENCE NO.
SHEET NO.
Z
0
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NC GRID
NAD 83 NA 2011
1////
WIA
FILL IN
WETLANDS
160
150
140
130
120
110
100
DENOTES FILL IN
WETLAND
DENOTES HAND
CLEARING
DENOTES EXCAVATION
IN WETLAND
ALICE H. NAYLOR &
RAY R. NAYLOR
TO SR 1002
SITE 2
WOODS
EXCAVATION IN
WETLANDS
SITE 1
SITE 1
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SITE 5
w00D5
CLASS B RIP RAP
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SITE 4 SITE 6
CAD &
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SITE 4
EXCAVATION IN
WETLANDS
LOCHNER
H. W. LOCHNER, INC.
2840 PLAZA PLACE, SUITE 202
RALEIGH, NC 27612
r
ENGGINNOEEIRING
NC License
Number F-0159
NC FIRM LICENSE MN F-1148
1151 SE Cary Parkway
Suite 101
Cary, NC 27518
(919) S570929
PERMIT DRAWING
SHEET OF
OUTSIDE TO OUTSIDE
RFGIN RRIDGF
STA.12+30,00
RFGIN APPR CI AR
STA. l2+18.00
GRAU 350 TL-3 TYPE -Ill
T T T TT ITT
1Y1 1 1 1 11 1 1 11
GRAU 350 TL-3 TYPE -Ill
1' FLAT FACED RAIL
WITH I" OVERHANG(TYP)
A
r
OUTSIDE TO OUTSIDE
BEGIN BRIDGE
STA.14+10.00
RFGIN APPR. Sl AR
STA. /3+98.00
TYPE -Ill
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TYPE -Ill
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17BP.3.R.27
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DO NOT USE FOX
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SITE 5
SITE 6
END APPR. SLAB
A.I.5+.i2.UU
3'-11" END BRIDGE
lr
3'-II"
TYPE -Ill
TYPE -Ill
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WITH l" OVERHANG(TYP)
ST A.13+40.00
TYPE -Ill
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11
TYPE -Ill
END BRIDGE
STA.14+80.00
END APPR.SLAB
STA.14+92.00
TYPE -Ill GRAU 350 TL-3
TTTT T T T T 1 1 1 1 1 1 'X"
lull 11 1 1 1 1 1 1 ;;0.:,
TYPE —Ill GRAU 350 TL-3
10
11
12
13
14
15
16