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HomeMy WebLinkAbout20200355_R-5020 CP2a Handout_20150317BRIDGING DECISIONS AND ALIGNMENT REVIEW US 701 BYPASS WIDENING FROM SOUTH OF SR 1 1 66 (PLEASANT PLAINS ROAD) TO NORTH OF US 74-US 76 BYPASS IN WHITEVILLE COLUMBUS COUNTY FEDERAL AID PROJECT NHS-7❑1 (1 5) STATE PROJECT 41 499.1 .1 NCDOT STIP PROJECT R-5020 FNON�II _�� �� G(v * * O pR yfHFO! TpAHSe��P MARCH 1 7� 201 5 AT 1 0:30 A.M. NORTH CAROLINA MUSEUM OF NATURAL SCIENCES AT WHITEVILLE 41 5 SOUTH MADISON STREET� WHITEVILLE� NC 28472 Prepared By Mulkey Engineers and Consultants 6750 Tryon Road, Cary NC 27518 919-851-1912 TABLE OF CONTENTS 1.0 Introduction and Project Summary ..........................................................................1 1.1 Purpose of Today's Meeting ............................................................................................1 1.2 Project Description ...........................................................................................................1 1.3 Purpose and Need Summary ...........................................................................................2 1.4 Recommended Improvements ........................................................................................2 2.0 Environmental Evaluation ...................................................................................... 3 2.1 Summary of Impacts .........................................................................................................3 2.2 Streams, Wetlands and Other Surface Waters ..............................................................4 2.3 Federally-Protected Species .............................................................................................6 2.4 Floodplains .........................................................................................................................6 2.5 Cultural Resources .............................................................................................................7 2.6 Relocations .........................................................................................................................7 3.0 Hydraulic Structures ................................................................................................ 7 List of Tables Table 1. Summary of Aneicipated Impacts for Detailed Study Alternatives ..............................3 Table 2. Physical Characteristics of Study Area Streams ...............................................................4 Table 3. Jurisdictional Wetlands in Study Area ...............................................................................5 Table 4. Federally-Protected Species Listed for Columbus County ............................................6 Table 5. Floodplain/Floodway Impacts ..........................................................................................6 Table6. Relocations ............................................................................................................................7 Table 7. Major Drainage Structure Recommendations ................................................................. 8 Figure 1. Vicinity Map Figure 2. Proposed Improvements Figure 3. Proposed Typical Section List of Figures u 7.o INTRODUCTION AND PROJECT SUMMARY 1.1 Purpose of Today's Meeting The purpose of today's meeting is to reach concurrence on Bridging Decisions and Alignment Review (Concurrence Point 2A) for the proposed widening of US 701 Bypass. Formal concurrence on bridge locations and lengths will be requested during this meeting. 1.2 Project Description The North Carolina Department of Transportation (NCDO'I� proposes to widen US 701 Bypass (Madison Street�J.K. Powell Boulevard) in Whiteville to a multi-lane facility from south of SR 1166 (Pleasant Plains Road) to north of US 74-US 76 Bypass. Project area is shown on Figure 1 and Figure 2. The proposed typical section is a four-lane median divided facility with curb and gutter. The project is included in the current NCDOT2012-2020 State Transportation Improvement Program (STIP) as Project Number R-5020. The proposed project is appro�mately 5.1 miles long. The Draft 2016-2025 STIP includes the proposed project construction phasing and schedule as follows: • R-5020A — SR 1166 (I'leasant Plains Road) to SR 1437 (Virgil Avenue). Section A is currently unfunded for right-of-way acquisition and construction. R-5020B — SR 1437 (Virgil Avenue) to US 74-US 76 Bypass. The current schedule for Section B includes right-of-way acquisition in Fiscal Year (F� 2018 and construction in FY 2020. Description of Existing Facility The US 701 Bypass typical section varies along the length of the project. US 701 Bypass is a two-lane facility with shoulders from the southern end of the study area to Pleasant Plains Road. Between Pleasant Plains Road and Slippery Log Road, US 701 Bypass transitions from two lanes to four lanes with additional turn lanes at major intersections. US 701 Bypass is a four-lane shoulder facility from Slippery Log Road to Leslie Newsome Avenue, although there are short sections with curb and gutter. Most of this four-lane section is divided by a variable width concrete or grass median. At Leslie Newsome Avenue, the road transitions to a three-lane section with a two-way center turn lane and shoulders. The three-lane section continues to Talbot US 701 Bypa.r.r 5-lane .rection Street, where US 701 Bypass transitions back to a two-lane facility through the area around Soules Swamp. Just to the north of West Virgil Street, US 701 Bypass transitions to a five-lane curb and gutter facility with a two-way center turn lane and sidewalks on both sides. US 701 Bypass then transitions back to a three-lane facility with a two-way center turn lane and shoulders at Washington Street. The three-lane facility� continues to just south of the US 74-US 76 Bypass interchange, where the US 701 Bypass becomes a four-lane divided facility with shoulders through the interchange. Then US 701 Bypass starts to transition back to a two-lane facility with shoulders at Campground Road near the northern end of the study area. 1.3 Purpose and Need Summary Purpose of the Proposed Action The purpose of the proposed project is to increase the traffic carrying capacity and safety of US 701 Bypass within the project limits. Traffic Carrying Capaciry Improvements to US 701 Bypass are needed to provide adequate capacityT for future traffic volumes in the project study area. With no improvements, US 701 Bypass is projected to operate at level of service (LOS) E along the two-lane segments under future (2035) conditions. The proposed four-lane median divided facility would improve the overall mainline operations on US 701 Bypass in the project study area to LOS C with 2035 traffic volumes. Safety Issues Improvements to US 701 Bypass are also needed to pxovide increased safety on the roadway in the project study area. The current crash rates on US 701 Bypass exceed the statewide average and critical crash rates for similar facilities for every crash type analyzed, with the exception of the critical fatal crash rate. The project would include improvements that are eXpected to result in a safer facility for all roadway users, including vehicles, bicycles, and pedestrians. 1.4 Recommended Improvements The proposed project involves a best-fit widening of existing US 701 Bypass to a four-lane median divided facility and replacement of Bridge No. 19 over Soules Swamp. There are two options under consideration for Bridge No. 42, where e�sting US 701 Bypass crosses over the Carolina Southern rail line and Main Street in Whiteville: • Option 1 would remove Bridge No. 42 and lower the grade of US 701 Bypass in order to construct an at-grade intersection at Main Street and an at-grade rail crossing (see Figure 2C — Option 1). • Option 2 would replace Bridge No. 42 with two new bridges to carry US 701 Bypass over Main Street and the rail line (see Figure 2C — Oprion 2). Typical Section As shown on Figure 3, the project proposes to improve existing US 701 Bypass to a four-lane median divided facility with curb and gutter. A 23-foot raised grass median is proposed with 12-foot inside lanes, and 14-foot wide outside lanes to accommodate bicyclists. The proposed rypical section includes 1.5-foot mountable curb and gutter adjacent to the median and 2.5-foot curb and gutter. Right-of-Way and Access Control The proposed US 701 Bypass right-of-way varies from 110 feet to 200 feet. No control of access is proposed. The addition of a median will provide better access management and control along the corridor by restricting left-in and left-out access, as well as side road through movements. 2 2.❑ ENVIRONMENTAL EVALUATION 2.1 Summary of Impacts Figure 2 shows environmental features in the project area. A summary of potential environmental impacts is provided in Table 1. Table 1. Summary of Anticipated Impacts for Detailed Study Alternatives Detailed Study Alternatives Impacts2 Feature' Option 1 Option 2 (At-grade (Grade- Intersection) separation) Project Description Length (miles) 5.11 Natural Environment Effects Delineated Wetland Impacts (no. crossings/acres) 12 / 6.9 11 / 8.7 Delineated Stream Impacts (no. crossings/linear feet) 7/ 831 Federally-Protected Species Impacts 0 Forest Impacts (acres) 10.6 12.6 100-Year Floodplain and Floodway Impacts (acres) 11.9 14.7 High Quality Waters Watershed (HQW, ORW, WS 0 Protected or Critical Areas) (acres) Human Environment Effects Displacements� • Residential 14 (6) • Business 20 (3) • Non-Profit 0 Noise Receptor Impacts 47 Recreational Areas/Parks (no.) 0 Physical Environment Effects Recorded and NRHP-Eligible Archaeological Sites (no.) 0 Historic Properties (Adverse Effect) No Adverse Effect co 1 prop�rti� ��re n��n�mtr� Cemeteries (no.) 0 Potential UST/Hazmat Sites (no.) 29 Cost Total Cost (in millions) �46.3 �48.9 lImpact calculauons are based on preliminary desib slope stake limits plus an additiona125 feet. �Impacts are the same for Options 1 and 2 unless otherwise noted. 'Numbers in parentheses indicate minoritv-owned residences or Uusinesses. 3 2.2 Streams, Wetlands and Other Surface Waters Water resources in the study area are part of the Lumber River Basin (USGS Hydrologic Unit 03040206). There are nine streams, 23 wetlands, and one non-jurisdictional pond in the study area. The physical characteristics and anticipated impacts associated with the streams identified in the study area are summarized in Table 2. Wetland data and anticipated impacts are presented in Table 3. There are no designated High Quality Waters or water supply watersheds (WS-I or WS-II) within one mile downstream of the study area. All of the streams within the study area have a best usage classification of C;Sw. No streams within the study area, or within one mile downstream of the study area, are identified on the North Carolina 2014 Final 303(d) list of impaired wateYS. There are no designated anadromous fish waters or Primary Nursery Areas present in the study area. Table 2. Physical Characteristics of Study Area Streams Stream Name, Bank Bankfull Water Length in Anticipated Stream Map ID (Figure Height Width Depth ,I, e Study Area Impacts No.)1 (feet) (feet) (inches) � (linear feet) (linear feet)2 UT to Deep 1.5 8 12 Perennial 434 92 Branch, SA (2A) UT to Richardson 3.5 6 6 Intermittent 223 49 Swamp, SB (2B) UT to Richardson 4 7 6 Perennial 225 82 Swamp, SC (2B) UT to Richardson 2 8 12 Perennial 207 52 Swamp, SD (2B) UT to Mollie Branch, SU (2E) 5 8 12 Intermittent 186 18 UT to Richardson 4 8 12 Intermittent 180 25 Swamp, SV (2B) UT to Deep 1 3 6 Intermittent 339 0 Branch, SX (2A) UT to Deep Branch, SY (2A) 2 5 6 Intermittent 865 513 Soules Swamp 12 100 72 Perennial 558 0 (2C) Total 3,217 831 �Impact calculations are based on preliminary design slope stake limies plus an additional 25 feet. �Stream impacts are the same for Options 1 and 2. � Table 3. Jurisdictional Wetlands in Study Area Wetland Anticipated Im acts (acres)Z ID NCWAM Hydrologic NCDWR p�ea Option 1 Option 2 Wetland (Figure Classification Classification Rating �acres) (At-grade (Grade- No.) Intersection) se aration) WA (2A) Bottomland �parian 62 0.5 0.1 Hardwood Forest WB �2A� Bottomland �parian 58 0.2 <0.1 Hardwood Forest WBB (2E) Headwater Forest Ri arian 50 0.2 0.00 WC (2A) Bottomland �parian 58 0.3 0.1 Hardwood Forest WCC (2E) Headwater Forest Ri arian 50 0.2 0.00 WDD Headwater Forest Riparian 50 0.4 0.00 (2E) WF (2B) Bottomland �parian 60 0.3 0.00 Hardwood Forest WG (2B) Basin Wetland Ri arian 16 0.1 0.00 WH (2B) Headwater Forest Ri arian 31 0.1 <0.1 WI (2B) Bottomland �parian 58 0.3 0.2 Hardwood Forest W(2B) Basin Wetland Non-Ri arian 16 0.3 0.3 WL (2C) �verine Swamp �parian 78 23.6 5.83 7.6 Forest WN (2E) HeadwateY Forest Ri arian 34 1.2 0.00 WO (2C) �verine Swamp �parian 48 0.8 <0.1 0.00 Forest WP (2C) �verine Swamp �parian 59 0.3 0.00 Forest WS (2B) Headwater Forest Ri arian 16 0.1 0.00 WU (2B) �verine Swamp �parian 62 0.1 0.00 Forest ��2B� Riverine Swamp �parian 52 0.3 0.1 Forest WW (2A) Bottomland �parian 54 0.1 0.00 Hardwood Forest WX (2A) Bottomland �parian 54 0.2 <0.1 Hardwood Forest WY (2A) Headwater Forest Ri arian 12 0.1 0.00 WZ (2A) �verine Swamp �parian 70 0.5 0.3 Forest WZZ (2B) Bottomland �parian 16 0.4 <0.1 Hardwood Forest Total 30.6 6.9 8.7 'Impact calculations are based on preliminary design slope stake limits plus an additional 25 feet. �Impacts are the same for Opuons 1 and 2 unless otherwise noted. 3Impacts to wedand WL for Option 1 do not include 1.4 acres of temporary impacts associated with construction detour. 5 2.3 Federally-Protected Species As of July 2, 2014, the US Fish and Wildlife Service list eight federally-protected species for Columbus County (Table 4). Table 4. Federally-Protected Species Listed for Columbus County Common Name Scientific Name Federal Habitat Biological Status Present Conclusion American alligator AlligatorJni.r.ri.r.rppien.ri.r T(S�A) Yes Not Required Atlantic sturgeon Acipen.rer oxyrinchu.r oxyrinchu.r E No No Effect Shormose sturgeon Acipen.rer breviro.rtrum E No No Effect Waccamaw silverside Menidia exten.ra T No No Effect Red-cockaded woodpecker Picoide.r boreali.r E No No Effect Wood seork Mycteria c�mericana T Yes No Effect Cooley's meadowrue Thalictru�n cooleyi E Yes No Effect Rough-leaved loosestrife Ly.rimachia a.rperulczefolia E Yes No Effeet E— Endangered; T— Threatened; T(S/A) — Threatened due to Similarity of Appearance 2.4 Floodplains The Cit�� of Whiteville and Columbus County are both participants in the National Flood Insurance Regulatory Program, administered by the Federal Emergency Management Agency (FEMA). There are two major stream crossings for the proposed project, both of which are crossed by existing US 701 Bypass. Table 5 shows the anticipated floodplain impacts for the proposed project. Table 5. Floodplain/Floodway Impacts Build Alternative Option 1 Option 2 (At-grade Intersection) (Grade-Separation) 100-Year Floodplain and Floodway 11.9 14.7 Impacts (acres)1 1Impact calcularions are based on preliminary design slope stake limits plus an additional 25 feet. 6 2.5 Cultural Resources Based on surveys of the Area of Potential Effects (APE) for the proposed project, the State Historic Preservation Office (HPO) determined two properties were eligible for listing in the National Register of Historic Places: Beth Israel/Whiteville Hebrew Center and the Williamson House (see Figure 2D). It was determined the proposed project would have "no effect" on the Williamson House and "no adverse effect" on the Beth Israel/Whiteville Hebrew Center. 2.6 Relocations Table 6 presents the anticipated number of residences and businesses that would be relocated by the proposed project. Of the twenty businesses expected to be relocated, nine were identified as tenants. Table C. Relocations Residences Businesses 14 (6)' 20 (3) 'Numbers in parentheses indicate minoriry-owned residences or businesses. 3.O HYDRAULIC STRUCTURES Major drainage structures are defined as greater than 72 inches in diameteY. One major hydraulic structure will be required for the proposed project: Bridge No. 19 over Soules Swamp will be replaced with dual bridges. This crossing is shown on Figure 2C. Details related to the existing and recommended structure are shown in Table 7. Site 1 is currently a bridge at the crossing of Soules Swamp under US 701 Bypass (see photograph below). The existing bridge is 113 feet long. It is recommended this structure be replaced with dual bridges, both 145 feet long. � � � � � ;� y � ��x���. d�� ����. h Y � e ...t :���VarM ) � ,l. , ./^" i� ;' _i9m���` . c. � .1r'",,. ' _.. --- s"� - - ; ��'� � _, -.-. _ - - ,_.� � _ Site 1 looking ea.rt �t Soule.r Siva�np from US 70 � Bypa.r.r B�idge 7 Table 7. Major Drainage Structure Recommendations Stream Wetland Stream Site Stream Recommended Stream Index No./ ID/ Impact No. Option �Figure No.) Existing Structure Structure Type Best Use NCDWR �linear ft.)/ Class. Rating Wetland 1 Im act (ac.) Soules Dual bridges, 145 ft. 15-4-8 / z 1 1,2 Swamp 113 ft long x 31.5 ft. wide long x 36 ft. wide Perennial C SW WL/78 0/ See notes (2C) NOTE: Major drainage structures are defined as greater than 72 inches in diameter. For Oprion 1(at-grade intersecrion at Main Street), Bridge No. 42 over the UT to Soules Swamp would be replaced with an appropriately sized pipe or box culvert. Fina1 structure sizes will be determined during final design. �Stream impacts calculated based on slope stake limits plus 25 feet (minus e�sting structures). �Option 1 total impacts to wedand WL are 5.8 acres. Option 2 total impacts to wedand WI, are 7.6 acres. '�� � ` E�5 �' � N i 87- ..\ � y^ett ( �\ m u : . \ . � . .\ � `m '�f � ,.. ' \V. �: tu.�cr�on �. �- * :� ra+esr �� ' P � E +� n ;• - � I\ -` B/ � �A� e7 D E N„ '/p ` �'E# � � I� \ � � �.• _II \�� � 11 . . \\\f\ .:. \ -� )))�:. `'�� � , �� �-.c�� �a.,._ - ` n.�1 ` \\n .�'��� � ,ao L , , j �'- � _ _ �Gy y' . / � I �..w "S�w. _ . 4 ..: ", � ' ` " :,y, : � _ � ` ` ` ♦ > '�t �... r: , , ��. s . .,, � \ � nld� e n, �-\ ��. -•` � C�.. O J+L :u . M y B. u .,S , "�tl '.e� ,� ,.,.� � 1 �. / \ ��' yU,� i�: ��� � ...�. ` TI `� �'• \ \' ' y �" ,.,. �� r..�6 R.0 N 5 W I >C ; ...�.,.�`� � / � ..`\�... \_ •\ �1!(�/• \ . � , r '1`�� ' / � . 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Y`,7:��_ � r�� V �`. ,k,. :.�' � r �'�, Y`p���'• Y� 7Y��, •.t R r'.� . , K `�*���'' } 1"". ± �q� . � . .'F �' a . �`,��� � �� 14+p'+�i; :�`'1G7yi1' ��K�- .:� _ �. , . . Y " 'r�-. + ,+_: - � J qr � ,4y.r - � PROPOSED EASEMENT ' �M '' F � tir� . , STUDYAREA _ . a r t ` � �, �va� , :_ �, '., . . , � ' t ; �. � • � „�. ;� , 74 , , , . . ,, . s. �- , �' �+d-'. .�' �� . �� -�-� PROPOSED RIGHT OF WAY �C SCHOOL � ` a' j� � ,: ,�i � . � � .�` .; �� � ,�, � � ���-� .� � > > �� x North Carolina Department of Transportation EXISTING RIGHT OF WAY LINE t cHURCH �•� ��, : - i'' � � , 1�° ��:;"'.�, = '' ` 3 � Project Development and Environmental Analysis Unit �, .�-�� � � �����, � 76 '' � �� � �. �•� �� ���: � � JURISDICTIONAL STREAM � CEMETERY � r ' - - - TRIBUTARIES TO WATERS OF THE U.S. � � r9 i� , '� j • • � ' �� � ,,y ,. ; � � / � " ��� 1 r ,n �i'�- � HAZARDOUS MATERIALSITE . �:�, � ,� ,; ° ��� ' . '� � �. � i ' i� ,3 �� �` US 701 B ass from South of SR 1166 Pleasant Plains Road DELINEATED WETLAND � " ' �� �' � j I +.. �y. , . � �°- :. �. �a �. YP \ � � BUSINESS ��4�v�,�`�.,� 1� - to North of US 74-76 Bypass in Whiteville ;�,��� .,: �,, � � i � ,� � _ :a�' � � '�, . DEL�NEATED POND PARK I'I � ` + + �r � ��h � �� Columbus County -� RAILROAD � TOWN OF BRUNSWICK y �' ' h r';�'.�`� ��� �----� r ....; _ � - 100 YEAR FLOODPLAIN ' ' CITY OF WHITEVILLE 400 200 0 400 Y,- :� -- '�� � _ TI P Project R-rJO2O �----� -J:�'�` Feet , �- , �, �.v�:,� �.� . . � ..� � � � ' � �?;';� `� Figure 2E i r� �.t- - ..�.. �..�..� ' .��' �� 1' �--,, � � =�•i 1i� r��. 5' �-- `' � � � SIDEWALK 10' _ 2' 14' 12' 23' (17'-6' MIN.) 12' 15' MIN. !'•111���■ A�►i+s �i+�������ir+r����1 rr�t�ti��►�,�f'�ir3�11 ���1"�'��� �� �#r.� 71'- 6' MIN. FACE t0 FACE 110' MIN R1GHt OF WAY ,� 14' Note: Existing sidewalks would be replaced. The inclusion of new sidewalks is dependent upon a cost share agreement with local jurisdictions. Proposed Typical Section US 701 Bypass from South of SR 1166 (Pleasant Plains Road) to North of US 74-76 Bypass in Whiteville Columbus County TIP Project R-5020 � �� _ � SIDEWALK _ l0' 15' MIN. Figure No. Prepared for: I � North Carolina Department of Transporatation