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HomeMy WebLinkAbout20181530 Ver 1_B-5302_Permit Drawings_20181020_20181113� �j����� ���, North Carolina Department of Transportation Sti)1't73tiVrdtPF Highway Stormwater Program �� STORMWATER MANAGEMENT PLAN �'-�---• (Version 2.08; Released April 2018) FOR NCDOT PROJECTS WBS Element: 46016.1.1 TIP No.: B-5302 County�ies): Beaufort Page 1 of 2 General Project Information WBS Element: 46016.1.1 TIP Number: B-5302 Project T pe: Brid e Replacement Date: 6/15/2018 NCDOT Contact: Jac uel n Bowles, PE Contractor / Desi ner: David Pett , PE TGS En ineers Address: 1020 Birch Ridge Drive Address: 706 Hillsborough Street - Suite 200 Raleigh, NC 27610 Raleigh, NC 27606 Phone: 919-707-6559 Phone: 919-773-8887 ext 104 Email: 'kbowles ncdot. ov Email: d ett t sen ineers.com Cit ITown: Washin ton, NC Count ies : Beaufort River Basin s: Tar-Pamlico CAMA Count ? Yes Wetlands within Project Limits? Yes Pro'ect Description Pro'ect Len th lin. miles or feet : 2070 ft. Surroundin Land Use: Woods, Farmland and Rural Residential Proposed Pro'ect Existin Site Pro'ect Built-Upon Area ac. 3.4 ac. 3.2 ac. Typical Cross Section Description: Four to five 12' paved travel lanes with 10" paved shoulders and Modified Shoulder Berm Four 12' paved travel lanes with 5' to 9' paved shoulders and 2'-6" Curb & Gutter. Gutter. Annual Avg Daily Traffic (vehlhr/day): Desi n/Future: 20273 Year: 2039 Existin : 14909 Year: 2019 General Project Narrative: Replacement of Bridge No. 060003 on US 17 Bus. over Norfolk Southern Railroad in Beaufort County southwest of Washington, NC. Proposed 246' long by 70' wide three- (Description of Minimization of Water span bridge to replace existing 173' long by 57' wide five-span bridge. Stormwater runoff from the proposed bridge and roadway flows to traffic bearing grated inlets where it will Quality Impacts) be diffused with riprap pads at the proposed pipe outlets and discharged at non-erosive velocities. All proposed stormwater runoff is discharged at the lowest practicable velocities. The jurisdictional pond in the east quadrant is artificially excavated and has no diret connection observed in study area per NRTR; therefore, buffer rules do not apply. Waterbody Information Surface Water Body (1): Pamlico River NCDWR Stream Index No.: 29-(1) NCDWR Surface Water Classification for Water Body Primary Classification: Class SC Supplemental Classification: Nutrient Sensitive Waters (NSW) Other Stream Classification: None Impairments: Aquatic T&E Species? Yes Comments: Red Wolf: may affect, not likely adversely, coord with USFWS re biological conclusion prior to construction authorization. NRTR Stream ID: Buffer Rules in Effect: Tar-Pamlico Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) k lit;l l'+�'�11' North Carolina Department of Transportation � � S"11�1'�7'tiV'itP�l Highway Stormwater Program �� STORMWATER MANAGEMENT PLAN '`--� a (Version 2.08; Released April 2016) FOR NC�OT PROJECTS WBS Element: 46016.1.1 TIP No.: B-5302 County ies : Beaufort Page 2 of 2 Additional Waterbody Information Surface Water Body (2): Taylor Creek NCDWR Stream Index No.: 29-6-3 NCDWR Surface Water Classification for Water Body Primary Classification: Class SC Supplemental Classification: Nutrient Sensitive Waters (NSW) Other Stream Classification: None Impairments: Aquatic T&E Species? Yes Comments: Red Wolf: may affect, not likely adversely, coord with USFWS re biological conclusion prior to construction authorization. NRTR Stream ID: Buffer Rules in Effect: Tar-Pamlico Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) rr �� 0 � � � `,ee �,h2ef l a Fr�l" Il�d,-., ni �;h�rEf, Sar �h�at ; E f r C�_n ��rdional F'lon ;h �_i Sva�bols See .l�e?1� iL'- 1 Tl��rci 7i'� 7C -a� l or 7��i , r��v Contr �l �hFnts � � � N O V •� � V � � O V -L- STA. 19 + 40.00 BEGIN TIP PROJECT B-5302 � D Z v� iJ O� ��I m �_� � v �; � - !z' I - Z ', „ � �� � � � � � �( EXISTING SIGNAL oQ � � 5�'s��'1� ��IF�' �i ����J�--1� �'s� I ' ��l�l��; �^� �J��''���!���,� ��' ������� �1y� BEA UFOR T CO U1�lTY LOCATI011t: REPLACE BRIDGE N0.3 OVER 11lORFOLK SOUTHERN RAILROAD ON US l7 BUS. TYPE OF WORK: GRADI11lG, DRAIIVAGE, PAVING, A111D STRUCTURE PERMIT DRAWINGS STREAM AND WETLAND IMPACTS 4 BEGIN BRIDGE -L- STA. 2 7 + b� Y, I - . , . . ���sT�"G��: ''.:. ..•.�1.��'.'1'. t ; : . �ev��: . . . . . . ._ _. � _ .. ._ � - END BRIDGE -L- STA. 30 + . , . , , ;: .S�I.TE�.�1� US 17 BUS. ` - -- - - -L- . . . . . . . . . . . . . . . . . . . . . . . i �WETLAN[�S CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III . THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. ������� �� SITE 1 � -L- STA. 40 + 10.00 END TIP PROJECT _ -- TO WASHINGTON B-5302 PERMIT DRAWING S H E ET 1 O F 8 UNLE55 ALL SIGNATURES COMPLETED GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Prepo�ed For: HYDRAULICS ENGINEER DIVISIOIV OF HIGHWAYS ADT 2019 = 14,909 1000 Birch R�dge Dr., Raleigh NC, 27610 50 25 0 50 100 �,�� u�i��r� � ADT 2039 = 20,273 TGS res eN�iNeeRs �' pH �sis> »s-asa� �"C �� ���� "'«" 706 HILLSBOROUGH ST /�� � �+'" "' Q mcu. , ?' u� � CORP_ LICENSE NO-: a PLANS K= 9 /o LENGTH ROADWAY TIP PROJECT B-5302 = 0.345 mi[e suiTe zoo c-oz�s �` � D= 60 % � RALEIGH, NC 27603 P.G. � y� LENGTH STRUCTURES TIP PROJECT B-5302 = 0.047 mile sfcNArunE: n� S O 2 S O S O � OO 'r = 8 % * 2012 STANDARD SPECIFIG4TlONS � g V. MARCUS LOWERY, PE � � �i TOTAL LENGTH TIP PROJECT B-5302 = 0.392 mile ROADWAY DESIGN �ti-" �� V= MPH R7GHT OF WAY DATE: rno�cr Excrn�esn ��� �� ENGINEER PROFILE HORIZONTAL TRAVIS COOK, EI � ) * TTST=4% DUAL=4% MAY 22,2017 PRotEcrflssioxLxcrxEEx �����_���j'� l0 5 0 l0 20 FUNC CLASS = RURAL MINOR ARTERIAL LETTING DATE: GARY LOVERING, PE PROFILE (VERTICAL) REGIONAL TIER Mqy 2�, zp�q PROJECT ENGfNEER p,g, NCDOT ROADIVAY DESIGN S7GNATU7tE: � PROJECT REFERENCE NO. SHEET NO. � PERMIT DRAWINGS 8-5302 4 � WETLAND IMPACTS EXISTING BRIDGE DIMENSIONS 173'X57' (FIVE-SPAN), 39 DEG. SKEW RNJ SHEET NO. PROPOSED BRIDGE DIMENSIONS 246'X70' (THREE-SPAN), 39 DEG. SKEW FOR B-5302 ROADWAV DESIGN HYDRAULICS TOTAL PROJECT LENGTH - 2070� ENGINEER ENGINEER W Permanent Fill Hand Clearing p in Wetlands in Wetlands B EAU F O RT C O U NTY � F F � BRIDGE #060003 4N STREAM AN D WETLAN D IMPACTS �N Q2� , _. -�� . 2� UQJ � 01� UNLESS ALL SIGNATURES COMPLETED W W I � `L �p j%�� . I �� I�P TGS TGSENGWEERS �o ��� E,v�_� 706 HILLRBORGH. NG 27fiO3 ITE 200 PH (919) 773-8887 p W I �P.Q � CORP. LICENSE NO.: C-0275 �a j � a 4 � % s.,, Nq - SCALE a: �� _ I I I / �„=50' - — - v�'i V _ � V� � ,'� I � � � . VN __ -. j � ! , �w �''°�'� � / �- �� HAND CLEARING w� I I —wu�— -- € IN WETLANDS �� I ' �o � � � � _� BO� \� � � � -o MasoN s. � N � �� � UN m � PARAMORE, JR„ et OS I I �� '� d' � � -- �,,,,, � � i �~ I � � ,-- ,. ,,------- I r L-- — . "�� ,\ .. � oio=aa cFs � I z ae �� .,. �. � . . � � .. � � �a I o s -- ----- � . --- N � o I �O O � Q � � � �� - � �� N � � , a v � i I � �� � `� . _ � � � � � � 1 r _ � �: o O. N a � � QW , N � i � i 1 . �. t~n� � Z i i,r �,�- � I I �� �. .:.� . .: _.. � X v�i o j ,a. � - _ . . _ � r r � ��� � � � i i. ti� � ( � � � � � i ��� � � � . . � i FILL IN� WE�TLANDS � � � r � '\ . ,�I � I 1 I ., I� 4 � .. WW �Q �� � li ne 'iv.� I j U I� I� .. . . � �� � � 1 1 1 � � 1 i 1 � ��L �' J "J ., Y�:y .� I,� J I I Po i I'd '-"__ _ - � 1 CM55 B Rp RAP � 1 ' PU � L L . � � / � n I � �� PUE z ' ..2 ��' � PUE wa r i E i � � HAND CLEARING__ ;. P� 1 RETA�N� ; �. ' IN WE TLANDS = ' ' � 1 R 1 i � �Q � p / /, �,(. � L unki wll� ... � I��' ua.ss e RIP RAP pUE � 3 2 � =O v " � . _ . .. . ._ � .`P4PnrhY, / I - ' xemovE _ P i 1 1 O� �� . .. � 1 ._ Q* Cv � � -_ _ "_ � �— PUE �\ _ �� O N - -- -- ,� .�r � E SH�ti� - WW Na � RETAIN � �� � { -` � � � % 1 D — � � •B�' O REMOVf O � � � � .. _ F . .0 e F O'!/ u� U� �y O tn � � - ` —r— — � F "' F � �� -� WQ �J ncew � — --� -. �r F _ I� � � -mcve oi r¢ F [i.�v— — —. _ _ F_ _ _ _F/ usc.w SBG �� � N � \ .. �M iB R ... . 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' CLASS B RIN RAP { 1 � . .. �.i. i�. r — �N� \ � �. �. 1 l. i 1 �I. � 1 , , :i� 1 ��v� 1 � j� � - \ t � � � _ z, . � � � � � � � � � � t � � :, � � 6fi' �Q� � �o �,_ ��.� � � �� � � � � � � 1 � � �T � � 1 � � i o �J, �. �� � � �oo z� � �W '' � � � � � � � � � f � r ' �' ��, � i �'� ' , \�'_ ' FILL IN V1/ETLANDS � ''c� � ,/ J} O ` \ `'`� ��----- I 1 1 � J` � I I x i 1 i Y 1 1 1 1 �, " � O A i�u HAND CLEARING �'�`h � O � 3O IN WETLANDS � � �, �Q . � � � ,� NOTES: ;� � 1. PROJECT IS IN THE TAR-PAMLICO RIVER v BASI N. E � = 2. CLEARING SHALL BE PERFORMED PER NCDOT `-° � METHOD III. `�`��'� � PERMIT DRAWI NG � cnAnxre scaz,E �`�� C; EXISTING SIGNAL ��-.- ��a � SHEET 2 OF 8 so o so ,00 �� Q � � FOR -L- PROFILE SEE SHEET 6 �� � PROJECT REFERENCE NO. SHEET NO. � PERMIT DRAWINGS 8-5302 4 � WETLAND IMPACTS EXISTING BRIDGE DIMENSIONS 173'X57' (FIVE-SPAN), 39 DEG. SKEW RNJ SHEET NO. PROPOSED BRIDGE DIMENSIONS 246'X70' (THREE-SPAN), 39 DEG. SKEW FOR B-5302 ROADWAV DESIGN HYDRAULICS TOTAL PROJECT LENGTH - 2070� ENGINEER ENGINEER W Permanent Fill Hand Clearing p in Wetlands in Wetlands B EAU F O RT C O U NTY � F F � BRIDGE #060003 4N STREAM AN D WETLAN D IMPACTS �N Q2� , _. -�� . 2� UQJ � 01� UNLESS ALL SIGNATURES COMPLETED W W I � `L �p j%�� . I �� I�P TGS TGSENGWEERS �o ��� E,v�_� 706 HILLRBORGH. NG 27fiO3 ITE 200 PH (919) 773-8887 p WQ I �Q.Q � CORP. LICENSE NO.: C-0275 �q �� � � i � , _'_ SCALE: " ��. � - � - N NW � �„=50� � _ __ Q � `_ / � �'� �x � � ' � �- ���� -. �n �, � h i .=y � � - I � � �� . 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CLASS B RIP RAP P� � � 1 i.�P � . .. . �.�. �.i. i�. -i� — . 1 * \ � 1 � � I 1 l. i 1 �I. 1 , , :I� 1 ti W � \ i "- �v�v � � _ � � 1 �� � � � I �� � �`� ���� �� � 1 � � � � � � � � � � � , ��Q � � �� � �� �� � � � =�� ` �1 � �T� x 1 �Q� 'i� h�` � � = � .�. � � � � �_. I /_ _ � � 1 �� ��{ � � � � i � � 1 i W a i0 . . _ � � µ . _ _ i y , y 1i :� � '�_ O a�oo.00 �� ��c4 �� I �� ,f��'� i� - � ���� � � � � � � f � z �, _ � s ���, -� ,���� � `''I� V' ��-- � FILL IN V1/ETLANDS � �2 � i - ---_ 1 � I�I� � 1 i i 1 'Y 1 i � � 1 1 m/y O . 1I, r\\\\`\�,,, �1 I��/ �� ���I' � ; � a X �� �,1 `�,I ��` >��\, HAND CLEARING m �' � 1 �` ! _„ O _ �� , 3� IN WETLANDS c�\' � �1 ��� _ _- �11A; °' Q \ 1 \ __�1 �1�1 j " � - '---� _Y�,A '-__ �11 � ,� NOTES: ;� � 1. PROJECT IS IN THE TAR-PAMLICO RIVER v BASI N. E � = 2. CLEARING SHALL BE PERFORMED PER NCDOT `-° � METHOD III. `�`��'� � PERMIT DRAWI NG � cnAnxre scaz,E �`�� C; EXISTING SIGNAL ��-.- ��a � SHEET 3 OF 8 so o so ,00 �� Q � � FOR -L- PROFILE SEE SHEET 6 �� � PROJECT REFERENCE NO. SHEET NO. � PERMIT DRAWINGS 8-5302 5 � WETLAND IMPACTS STREAM IMPACTS EXISTING BRIDGE DIMENSIONS V3'X57' (FIVE-SPAN), 39 DEG. SKEW RNJ SHEET NO. PROPOSED BRIDGE DIMENSIONS 246'X70' (THREE-SPAN), 39 DEG. SKEW FOR B-5302 ROADWAV DESIGN HYDRAULICS o Permanent Fill Hand Clearing Impacts in Temporary Impacts TOTAL PROJECT LENGTH - 2070� ENGINEER ENGINEER ��o in Wetlands in Wetlands Surface Water in SurFace Water B EAU F O RT C O U NTY *`^ F F � s s � "W� BRIDGE #060003 ¢�� STREAM AN D WETLAN D IMPACTS �oa W�� �� �U j•.� - - ._ �'� DOCUMENT NOT CONSIDERED FINAL oo� - - - - .. Q �W� - .._ --- � . � �P� uTGSALLSIGNAGURNSNOMPLETED �Q - � - � . _ _ ' - - - - - I 706 HILLSBOROUGH ST. SUITE 200 ENG-1NEEiS �Q� � — 3 � RALEIGH. NG 27fiO3 �O2� O � - � - - - . . � - . . --- — -_ _ _ _ . . O $ � PH (919) 773-8887 O �P CORP. LICENSE NO.: C-0275 O ��m i... �.. � --__ ._ . . ' � � - - _- - -.. om� OO p i . O � d SCALE �--._ Q �n �n 1" = 50' �r p Q10 1 8 CFS O�(ry V10=0.] R5 . . � . . 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B-5302 6 ROA�WAY DESIGN HYDRAULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED � � 40 __ , , ,. BMl II� i ,. ,. RAILROAD SPIKE IN 16" GUM TREE I i � Q � L: ; ELEV20.354 82' L- STA 17+93.10 ; i _ � _ ._ � : �i- ' _I : 30 = � � , - � I N �L Pl - 20+70.00 � � � . EL = 13J9' � - --, _ — Q I� r � t i BEGIN GRADE I I V� = 260' 'i I I I�' ����__�___.��___- �: �r -L- STA: 19+40.00 � I� W ' : - _ -�--- Cn ELEV 9.81' I � I K /86 I _--_���� � � � ,III i _ 20 �_ -I.I' ! 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Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 1 L 22+80 to 39+40 Roadway/Bridge 0.56 0.39 < 0.01 < 0.01 TOTALS*: 0.56 0.39 < 0.01 < 0.01 0 0 0 *Rounded totals are sum of actual impacts NOTES: 0.09 acre of Temporary Fill in Wetlands in the Hand Clearing areas for erosion control measures. Revised 2018 Feb