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HomeMy WebLinkAbout20181302 Ver 1_U-5818_permit drawings_20180502_9/25/2018 10:01 AMI-1��;17�-v�1_y North Carolina Department of Transportation :s�[�r�11�vd�r Hi hwa Stormwater Pro ram " �,;,,,,��„� J Y 9 STORMWATER MANAGEMENT PLAN -_ (Version 2.07; Released October 2016) FOR NCDOT PROJECTS WBS Element: 44390.1.1 TIP No.: U-5818 County(ies): Mcdowell Page 1 of 1 General Project Information WBS Element: 44390.1.1 TIP Number: U-5818 Project Type: Roadway Widening Date: NCDOT Contact: Roger Bryan Contractor / Designer: Wetherill Engineering, Inc. Address: Highway Division 13 Address: 1223 Jones Franklin Rd. 55 Orange Street Raleigh, NC 27606 Asheville, NC 28801 Phone: (828) 251-6171 Phone: 919-851-8077 Email: rdbryan@ncdot.gov Email: mprice@wetherilleng.com City/Town: West Marion County(ies): Mcdowell River Basin(s): Catawba CAMA County? No Wetlands within Project Limits? No Project Description Project Length (lin. miles or feet): 0.53 Surrounding Land Use: Proposed Pro'ect Existin Site Project Built-Upon Area (ac.) 5.6 ac. 4.0 ac. Typical Cross Section Description: Two 12 foot travel lanes divided by a 12 foot center turn lane with curb and gutter and a Two 12 foot Travel Lanes with 6 foot grassed shoulder on each side. 10 foot shoulder on both sides. Annual Avg Daily Traffic (veh/hr/day): Design/Future: 15,600 Year: 2040 Existing: 12,000 Year: 2019 General Project Narrative: The purpose of this project is to extend the 3 lane section of SR 1001 across I-40 bridge in order to tie to the existing 3 lane section west of I-40 eastbound ramps, along with (Description of Minimization of Water work to the on and off ramps to I-40. The wideniing of the ramps and L line will cause 3 culvertsto be extended. The culvert located at 11+58 -L- will be extended on the outlet Quality Impacts) end; the culvert located at 25+49 -L- will be extended on the inlet end; and the culvert located at 16+32 -RPC- will be extended on the inlet end. In areas where the typical section went from shoulder to curb and gutter, grass lined ditches were used to maximize vegetative conveyance. Proposed drainage was tied to existing ditches where practical. Waterbod Information Surface Water Body (1): North Muddy Creek NCDWR Stream Index No.: 11-32-1 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: Other Stream Classification: Impairments: Aquatic T&E Species? Comments: NRTR Stream ID: Buffer Rules in Effect: N/A 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) � � � � V � � O V tiD Jl .� ll Jl'e ��11' s����ll'� JL �� �l� ���l`,����11.L�' ;� PERMIT DRAWING _ _ �he�t l-F� F,� Ir�dF.t� t ,Cr�Ft,s �,r,r,,.r,a�Tr � ,..,.-. ,rn� �..��..o �_,.< SHEET 1 OF 10 sT re srnre vno,a.cr neeeneNce . �vo �.i c(�' U—�J 8� $ No � 91 � s i l euPE �a 1 I ROW /UTIL. � � GRAPHIC SCALES S� 2$ 0 S� 1�0 PLANS 50 25 0 50 100 PROFILE (HORIZONTAL) l0 5 0 l0 20 PROFILE (VERTICALI DESIGN DATA ADT 2019 — 12,000 ADT 2040 = 15,600 K = �� % D = 55 % T = 3 % * V = 50 MPH TfST = 1% DUAL = 2% 1NC. CLASS =URBAN MINOR COLLECTOR PROJECT LENGTH LENGTH ROADWAY TIP PROJECT U-5818 = 0.488 MILES LENGTH STRUCTURE TIP PROJECT U-5818 = 0.042 MILES TOTAL LENGTH TIP PROJECT U-5818 = 0.530 MILES .,�r-.=- ... ...� �,,••� �,. ETHERILL ENGINEERING 1223 ]ones Ranklin Rd. Raleigh, N.0 27606 License No. F-0377 HT OF WAY DATE: JUNE 15, 2018 LETTlNG DATE: JUNE 18. 2019 DIVISION OF HIGHWAYS DIVISION 13 ss o.a.�se sr,���•� A.ahevil(e NC, 2880/ GREG PURVIS, PE rnofEcr EnrciHcr� ROBERT O'DELL PROJEC7 DESIGN ENGINEEA COLE HOOD, PE NCDOT CONTACT: or�fsrox YROJECT DEVELOPM6N7 ENGlNEER HYDRAULICS ENGINEER ROADWAY DESIGN ENGINEER 12231ones Franklin Rd. PROIECT REFERENCE NO. SHEEf NO. �� v,� _ � � , Raleigh, N.C. 27 06 \, S,� �'ti ""� � BLiwnse No. F-0377 R ADW U D 8/8 YDRAULIC 4 .s. p , �� _ i�av-i,-e a E ENEERING �N '"' � `�' - � F 919 851 810 " "� ��^ � \ � ax ENGINEER ENGINEER � us 919 851 8077 p AY ESI H 5 — � "• �`` -'- (6� K 1 ��� \�', SUSAN B. BELL d fED BRIGNT '- t� —��, 7 exnuN� a,w �7( -- -�- - // ��y ri �r �� h„ ipqN5P00.TA�i0N PIhNNiN6/�6IG�i ORIO6E/STRUCNRE DESIGN P � ` 1 �� —� . 1 � (_ � i � � � � � �-N" � � /.�" CNIUS[iE DESIGN � G15�G1��5 � CONSfRUCTON OBSERVATION • p � �`� i`�`' L� � o � � >` � � �`r"`^� `_�x O � � ' � � ��y u� ���`' � UNLESS ALL g OT CONSIDERED FINAL ,� ���� i �s � ���� � -.-. � �'-�^^^^'� • � � 4 �� �Nv=�3��.yr- �� a� � ti \ � � � IGNATURES COMPLETED v_ � �#:—��-��-- �''`��L.. � 1 } `� � � '',� 4 O _ - _ . Ew5nN6 rvW �� 1'"'� -�lr.-,�`�-. ��Z-,k'-�_ r / Y ; ' � � 1 ^���`- `_'Lr±'� `!.-h � �.,._� , ` . � �� . � - � �� - � ��� � � � _ � w000s Q �,f�--� -� � _ .. `-� 2 `U^, 4,.\,�.� w�..�'�� � N ��\ y \ �„ � � ���� ���.t� � � � ;;r�. 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"�'�'v�-"' �t. -., '"� $EE SHEET 8 FOR -L- PROFILE � � �� I ssr — -Ta�c� =-�tE'cerr�— � >� �a� _ a��� � -,� w000� -, � � �r rorcirwnl-ati�n, 'L'"«F- ' ��. �I %�Y.��sy� '' SEE SHEET 70 FOR -RPC- PROFILE � �I �—eo�_aRo> � _ � � o�r Amerr��� ir�,,. , c��� � �� lJ ` "� �-- � , <_-___- oo�oku, � I� �� �' `�' j �� ( � SEE SHEET 10 FOR -RPD- PROFILE F�D e, SrerON � �ron it � .. � � � Q �.DMH GAS PLIMFS i ,"'-'-- BSr \ TOF=1390.?5' / `/ � � - - _____"_ _'_' � o p .i �__'__� _ _ - _ - � SEE SHEET 2D 1 FOR DITCH DETAILS SEE SHEET 11 FOR Y PROFILE - �s"HorE � _ LM1C cnr�rFr 8--1_vEivr cn�c ; ' 1e.Ho�, � ; � � rnNK ca s ___ _ �', UFI�ERGROl1Nn T4NK �L[ ' ruNC � PNL� LQ�.ATI��d IJNY.N�WN ' _______ i� __� ; � ��, ,�� �� ,��� DENOTES IMPACTS IN PERMIT DRAWING � �. � __ ___ r' SURFACE WATER SHEET 3 OF 10 GRAPHIC SCALE ISBK g�C ' ' , __'_"_'_ , i � MA . i:IM.���'.. �� i � � Na` N Z 0 w s Na` � 12231ones Franklin Rd. PROIECT REFERENCE NO. SHEEf NO. ) ) I, :.,�y_ C-, . . � . r.. . � .. I I ��. . ` i�_ - � � . � . \ �. � � � . �l j \ � . � ETHERILL Raleigh, N.C. 27606 / / � �-�` -t. . _-, �� � . I I �' .I I'?. .L�` .:-�. . .Y� .. ' '� ia�v=r,-F.31- �/ E INEERING LicenseNo.F-0377 V-.rJ8�8 4 > �""J %^� .,�.,� -_ / I 5 � -� � , _ , \ . -- ` � �. . I Bus: 9198518077 ROADWAY DESIGN HYDRAULICS 4 .'� ? � � Fax: 919 851 8107 �,r��,�� ( I � \ �. � � �5 � � 1J �t � r�� � SUSAN B. BELL d fED BRiCNT G�„ \ � � ENGMEER ENGINEER � \ . ' � �� � � e (b_ ��' r I , �„ , -� ti' . . -- `� _ � � � � �f� "*� � �,( � . � „-� ,anmsroarn-rrom Pu�Nmweloes�en -oaro�e�srnocrune oEsren P � �t � '�� � •L / CNIUS[iE DESIGN � G15�G1��5 � CONSfRUCTON OBSERVATION 'o�_ �� �� �_ - • � d� ��J' I �< � �'-�t. � �� ,A` -___ "'}r�=�� � �,� - < , � � ; � � � : A � � � - �'_` �_. . d I � .. � . � . � � � ' . � ... � - t- �``s^,�� ��,,������ DOCUMENT NOT CONSIDERED FINAL � � . _ ,���� � `L. ��- , _ _ . ,,,,,,,.,- � � �^, � . � ��tNv=i3��.y�, ;. 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Raleigh, N.C. 27606 License No. F-0377 Bus: 919 851 8077 ROADWAY DESIGN HYDRAULICS Fax: 919 851 8107 ENGINEER ENGINEER TPANSP00.TA�i0N PIhNNiN6/�6IG�i - ORIO6E/STRUCNRE DESIGN CNIUS[iE DESIGN � G15�G1'S � CONSfRUCTON OBSERVATION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PERMIT DRAWING SHEET 9 OF 10 50' 0' 50' 100' 150' GRAPHIC SCALE WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. 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) 1A -L- 11+84 1@ RCBC 6' X 6' < 0.01 20 1 B -L- 12+50 1@ RCBC 6' X 6' < 0.01 22 1A & 1 B Bank Stabilization 0.01 92 2 -L- 22+55 to 25+18 LT 1@ RCBC 10' X 9' 0.02 0.02 93 60 Bank Stabilization 0.01 64 3 -Y- 482+62 RT 66" CSP < 0.01 < 0.01 9 10 Bank Stabilization < 0.01 22 TOTALS*: 0.06 0.02 322 70 0 *Rounded totals are sum of actual impacts NOTES: Revised 2013 10 24