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Home My WebLink About20190336 Ver 1_SR 2548 Auburn Church Rd e-courtesy copy_20190311�;�.; � .,,�+p :�w w � � _i �� _,. �; * �`"�� ,�d*�'�`�kr Road: SR 2548 (Auburn Church Road) County: Wake River Basin: Neuse Stream Name: Big Branch Lat, Long: 35.71052, -78.56409 H UC: 030202011101 NCDENR-DWQ Index Number, Stream Classification: 27-34-11; NSW Existin� structure: 120" corrugated metal pipe that is 38ft long that has deteriorated. Proposed structure: Replace with a 14'-3" x 9'-7" corrugated aluminum structural plate arch with fully welded aluminum structural plate headwalls. This new structure is 49.6ft long. Rip rap will be installed underlined with geotextile for long term stability surrounding the headwall tie-ins and along the existing fill slope to reclaim existing toe where ponded waters have eaten away at the roadway. Note this is solely a pipe replacement project is not a road improvement nor a widening project. Riparian Buffers: Equipment used and work performed will be from the existing transportation facility. Foot traffic access for installation of temporary dewatering measures will be limited just upstream and downstream of the pipe replacement to maintain a dry work area. No trees will be cut and no grading within riparian areas is proposed. Therefore, no Neuse River Buffer impacts are proposed. Temporary impacts: +/-40ft dewatering (20ft below pipe outlet and 20ft above pipe inlet). This stream and open water areas will require water management. Impervious dikes will be installed in the streambed and swamp upstream and downstream of the work site for containment and to maintain a dry work. A clean water pump around will be used to maintain a dry work area. Impervious dike materials will be removed once the work is complete. Permanent impacts: 11.6ft of fill in surface water is proposed with the longer pipe in addition to +/-5ft of rip rap on stream banks upstream and 5ft downstream. Wetland Information: This site is a swampy wet ponded crossing mapped as Hydric (Wo— Wehadkee and Bibb soils). Impacts however are limited to ponded surface water impacts, not wetland loss. Therefore, no wetland impacts are proposed. Cultural Resources: Review of the SHPO GIS mapping reveals no cultural resources, no historic structures nor properties at this crossing. Division Five-2612 North Duke Street, Durham, North Carolina 27704 Telephone: 919-220-4600 Fax: 919-560-3371 Protected saecies information: Northern long eared bat: BC of May Affect, Likely to Adversely Affect based on programmatic biological opinion with the FHWA, NCDOT and USACE that allows for incidental take for NLEB for projects with a federal nexus in Division 5. Cape Fear shiner: BC of No Effect as project is not located in the Cape Fear River watershed. Red-cockaded woodpecker: BC of No Effect based on lack of habitat with non-forested roadway shoulders and fill slopes. Michaux's sumac: BC of No Effect based on survey of suitable habitat with highly maintained roadway shoulders and fill slopes. Dwarf wedgemussel: Use of the Programmatic Biological Opinion for Bridge and Culvert Replacements/Repairs/Rehabilitations in Eastern North Carolina, NCDOT Divisions 1-8 (June 13, 2018) provides a BC of No Affect for this species. Tar River spinymussel: Use of the Programmatic Biological Opinion for Bridge and Culvert Replacements/Repairs/Rehabilitations in Eastern North Carolina, NCDOT Divisions 1-8 (June 13, 2018) provides a BC of No Affect for this species. Yellow lance: Use of the Programmatic Biological Opinion for Bridge and Culvert Replacements/Repairs/Rehabilitations in Eastern North Carolina, NCDOT Divisions 1-8 (June 13, 2018) provides a BC of No Affect for this species. Atlantic pigtoe: This project is over 2.75mi upstream of the nearest known observation which was from 1951. This pipe replacement will be completed before this species becomes officially listed, therefore a biological conclusion is not required nor is concurrence with the USFWS required. Division Five — 2612 North Duke Street, Durham, North Carolina 27704 Telephone: 919-220-4600 Fax: 919-560-3371 � ^ Gaa 4 . `�� 'C�" ` �: �_ � ; D \ �� ti� ' A �A� � . / �; � ':fSl � � i � ; A i �/ r /i� '' SITE ':i �n �� '�. i I � g �\ � ��. � � �`�— �� .�� ' � I � � / /�� j ��/ \\:. em\��`=\� � �. �'^ j/�/.�`� 1 � --\ L �� i � I �,� ` A�� .. � .�,� _ v a. � a � � � � ' � � �. � A � ,'- �`�.y �t�ti�.�-'", .- ` ' � ),��J k � �` ` � . _ "1�� " l \ i14��?�.r ��i�� •�y r�: '. � '� '*"✓�' i ' � .i l i . �� ti �� -: � � � j' i ,os /� C � �� i ( . i �.��J � i v i c � � � � � >\ � -��` 1� ° fi�� \ \ J \\ r � �3 g J �� \�l� � `� 1 _ se�rrbric`�nuCv . . �A�,- i ^—i �. SR 2548 (Aubum Church Road) �C Wake County �� Garner - USGS Topo Quad � WAKC COUNTv, NOk{H z p� aocz I� — CAROIINP - 1 / �. i a� �' a. 1. w. 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Wake County ;A� ,�«- �'�, NRCS Soil 5urvey Sheet 79 + + � / ♦ / � ,i- �------ �' L�f � , /. `/ ~� ..�--- •� �' �.-�" -� / �. 1 r' �� ` _ , i 1 \ � �� I � i / I � l �\ 1 i, \ .\ ., � � � � � �1 l :` ',\ � �� o �� . -- —..� ,, � � \------ � �� / � --�� - � ;. 1 '�� '\' ---- �•� � � �� ,'` .l *�_3s'• , �� I-. .,1 y �` l �� --- '� j �� 10 TON � RO{y �� ' ` � � � � � CLA55 I RIP �RAP , ,�, � � � `'``� �_,-'�� —r----- � `� ' = � � _�TO JpNe p — — � _ _ _ S SqUSqCF RD < � � o 2� � 4 4 ti � \`````�-�-=__ � � � �� ` ' ' �`ROW ` �`\y =_ � 7 TON CLA55 IRIP RAP ��m= SHO�LDER BREqK 1 N h � � � 1- Q` � Q Q U I X ..,_EOP_ w � P �SHOULpER gREqK '� 40 TON � CLA55 IRIP RAP CAPPED WITH CLA55 B . 1 �� _ � �,.,a„�,� .i- — .�. —� _� f � '_"—"—"—"—"� ••� � t� � � � � ' _ _ _ _ m `�`3$'-a„ � 3�'-6� 1 `, `i. I I_, l T \,,, r .,\ j ti � � / � 7 TON PROPOSED CLA55 I RIP RAP 14'-3' X 9'-7" �: � � �� 1 I � I � I � ' ' � • � � � � I I � � � �Zp CMp � TO CURVENT I . I � � ' I C—�—_ � _-1--1 1 ti A � � o m . -� n Z r o � �= o � X � u w � m m� � EOP 35 TON I CLA55 I RIP RAP � CAPPED WITH CLASS B \ �' - \ i, f'1 ` -�_'� , — ' � ,��-�--_-�-�, _—� r J i — '^�z =��-��.� •�'. �% py� �J'� j i' , `"-'_�- ' r F" I 5 1, r' �� •'♦ �� i ��--� � r w��'' •\ i` • j • '�� '� ;•' LOCATION �SKETCH �`.� �, � _ �'' � PLAN VIEW �`,� " .. F' ,'J -��' ^ 14'-3' x 9'-7' CORRIJGATED ALUMIIVI�M :� i' STRUCTURAL PLATE ARCH W/ `, i" ,� FULLY WELDED ALUMINUM �`� ., ,.�- � --•-• ; r'' � STRUCTURAL PLATE HEADWALLS �----• r; r--�.• F O�f_ •.\,,,� �', � If , -.� _�� --- � �- � � � � � -'�� ` ESTIMATED EARTHWORK CUBIC YARDS TONS '• -�_ �"r •� ,�� ORANN BY i REESE BRILEY DarE : 02-16-19 �� o � SELECT MATERIAL 2,319 4,383 (`ucrrin nv . neTe . � � � � � � PRO.lECT N0. 42346.3.1 WAKE COUNTY STATIOW SR-2548 � s�EEr _ oa _ AUBURN CHURCH RD, 0 �� s,.,� a �,. �.��. DEPART1iENT OF TRANSPORTATION �� LOCATION SKETCH 14'-3' x 9'-7' CASPA ALUMINUM HEADWALLS REVISIONS STATE OF NOF2TH CAROLiNA CASPPA HEAD WALL DETAILS 423460301 SUBJECT PROJECT DEPARTNENT OF TRANSPORTAT Io�BURN CHURCH RDo PIPE REPLACEMENT WAKE COUNTY ��v�s�av oF HICaI-IWAYS WRB 02-16-19 SR-2548 HIC�I-IWAY BUILDING PREPARED BY DATE STATION P. O. BOX 25201 C�CKED BY �ATE STR NO SF-EET_ OF_ RALEIGH. NORTH CAROLINA 27611 �t �-F�� v INLET & OUTLET HEADWALL ELEVATION VIEW 49'-6" � M PLAN VIEW � � � � M W � H N } N � h h h h h [c�:� L ALUMINUM B OUT INLET&OUTLET HEADWALL PLAN VIEW 14"-3" X 9'-7" CORRUGATED ALUMINUM STUCTURAL PLATE ARCH W/ FULLY WELDED ALUMINUM STRUCTURAL PLATE HEAD WALLS � � � + OReNN Br : PAVEMENT SCHEDULE GEOGRID PLACE 1 to 1.5 FEET BELOW TOP OF SUBGRADE. FULL WIDTH and LENGTH of EXCAVATED AREA UNDER FOOTPRINT of AWS. 2" ASPHALT CONCRETE SURFACE MIX, TYPE S9.5C, AT AN AVERAGE RATE OF 112 LBS. PER SQ. YD. PER IN. 6" ASPHALT CONCRETE BASE COURSE, TYPE 625.00, AT AN AVERAGE RATE OF 112 LBS. PER SQ. YD. PER IN. SHOULDER GRADING ASB/APPROVED GRADED ABC REQUIRED 0"-3" MILLING NEW ASPHALT TO BE PAVED BACK FLUSH EXISTING PAVEMENT FULL DEPTH ABC -3.66 -6.42 � � M -14.42 -14.08 � \ FLOW BRILEY 02-16-19 25'-0° o.Te � � 25'-0° VARIES VARIES $ � i � � / � � / VARIES I/ / 24'-�" VARIES VARIES S � . � \ TYPICAL SECTION WITHIN EXCAVATION LIMITS VARIES 24'-�" VARIES S U C S �=_ _= �----- -------------� V TYPICAL SECTION MILL AND FILL w/ TIE-INS 49'-6" STRUCTURE LENGTH PERPENDICULAR TO ROADWAY 8'-9" 5'-0' 11'-0' 11'-0�, 5,_�� 8,_�� PROPOSED PROPOSED ROAD ROAD 9'-6" 1�'-6' EXISTING EXISTING ROAD ROAD 0.33 0.00 0.33 0.21� I / �-0.46 0.30 II -0.30 C�7 -4.83 � -7.33 � � ,; , M � L---------EXISTING 120" CMP-------� �' � I I : o I.0 � � PROPOSED 14'-3" X 9'-7" CASPPA � c 1.5 ,,, _ � I WITH ALIJMINUM HEADWALSS � m � ^ � ------____�___________�----� o- _ , _ -16.00 � PROJECTED �% _ . STREAM BED t�0 � 16.92 � 38'-0" 25'-�" PROFILE ALONG CENTERLINE OF CULVERT 14"_3" X 9,_7" CORRUGATED ALUMINUM STUCTURAL PLATE ARCH W/ FULLY WELDED ALUMINUM STRUCTURAL PLATE HEAD WALLS -15.17 FLOW STREAM — --------_�BED 25' - 0' -16.88 VARIES � � PROdECT N0. 42346.3.1 WAKE COUNTY STATION: SR-2548 sruc a roR+■ cua�w pEPARTIYENT OF TRANSPORTATION RqEIGx EROSION CONTROL PUMP &ROUND DEWATERING PLAN o.ru IroJ m: I o�re,