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Home My WebLink About20171457 Ver 1_Br no 62_PermitPackage_20171113Carpenter,Kristi From: Wanucha, Dave Sent: Monday, November 13, 2017 11:16 AM To: Carpenter,Kristi Subject: FW: Br no 62 courtesy copy Attachments: Br no 62_PermitPackage.pdf Follow Up Flag: Follow up Flag Status: Flagged Hi Kristi, Into BIMs, when your get a chance. Thanks. Dave Wanucha Division of Water Resources Transportation Permitting Unit NC Department of Environmental Quality 336-776-9703 office 336-403-5655 mobile Dave.Wanucha@ncdenr.gov NC DEQ Winston Salem Regional Office 450 West Hanes Mill Road, Suite 300 Winston Salem, NC 27105 a�� ,��s�� `��,� ��,�,� �,� ,��.�� `�� 'J��`� �°�� .�� :�,� ��W�r �� .� �� ,��,�� :s��,�. From: Euliss, Amy Sent: Monday, November 13, 2017 10:20 AM To: Lastinger, James C CIV USARMY CESAW (US) (James.C.Lastinger@usace.army.mil) <James.C.Lastinger@usace.army.mil> Cc: Wanucha, Dave <dave.wanucha@ncdenr.gov>; Jones, Matthew W <mwjones@ncdot.gov>; Heather Smith (hsmith@ecologicaleng.com) <hsmith@ecologicaleng.com> Subject: Br no 62 courtesy copy Attached for your records are the permit drawings for Br. No 62 in Stokes. There were `No effects' determinations for Archeology, Historic Architecture and all listed species. We will be doing this project under a NW13 since all impacts to waters are associated with bank stabilization. Amy Euliss Division 9 Environmental Officer North Carolina Department of Transportation 336 747 7802 office aeuliss .ncdot.qov 375 Silas Creek Parkway Winston Salem, NC 27127-7167 I rr�7all �:urrc,��u � � � � � � � � y I�c rli��;lu�e,rl �u �C�h•ih�rl I i� ci��;e, Cu ai� rur°r7 �mii;, ;;e,i� cr i;, ;;u� ��;� �u Cmie, ,..,u� i�; ta�:ur�: ;, ..,aw ai� ir7a, I�arti��, � �j�� , Norch Carolina Department of Transportation Stt�rnitivak�e I . . ._ Highway Stormwater Program �;1' STORMWATER MANAGEMENT PLAN -_ - (Version 2.07; Released October 2016) FOR NCDOT PROJECTS WBS Element: 17BP.9.R.90 TIP No.: B-5509 County�ies): Stokes Page 1 of 1 General Project Information WBS Element: 17BP.9.R.90 TIP Number: B-5509 Project T pe: Brid e Replacement Date: 11/7/2017 NCDOT Contact: Galen Cail Contractor I Desi ner: Reid Robol, PE - Ecolo ical En ineerin Address: 1000 Birch Ridge Drive Address: 1151 SE Cary Parkway Raleigh, NC 27610 Suite 101 Ca , NC 27518 Phone: 919-707-6711 Phone: 919-557-0929 Email: cail ncdot. ov Email: rrobol ecolo icalen .com Cit ITown: Germanton Count ies : Stokes River Basin s: Roanoke CAMA Count ? No Wetlands within Project Limits? No Pro'ect Description Pro'ect Len th lin. miles or feet : 0.114 Miles Surroundin Land Use: Forest, agricultural, and rural residential Proposed Pro'ect Existin Site Pro'ect Built-Upon Area ac. 1.4 ac. 1.2 ac. Typical Cross Section Description: 2@ 11 ft lanes, 4.42 ft shoulders 2@ 10 ft lanes, 2 ft shoulders Annual Avg Daily Traffic (vehlhr/day): Desi n/Future: 600 Year: 2025 Existin : 280 Year: 2010 General Project Narrative: State project B-5509 involves the replacement of the existing NCDOT Bridge #840062 on SR 1961 over Neatman Creek. Bridge #840062 consists of 1@45.5', 1@45', 1@45.5'; (Description of Minimization of Water Steel plank deck on I-Beams on timber caps and piles and timber abutments. The proposed bridge consists of 1@90', 1@45' 33" Box Beam with 4'-0" caps. The proposed Quality Impacts) crossing is located in Zone AE of FIRM Map number 3710692200J and was studied by Limited Detailed methods. Two stormwater outfalls are proposed which will be placed at a distance to minimize disturbance to adjacent stream. Rip Rad pads will be utilized to dissipate the energy. No deck drains are required for the proposed bridge. Waterbody Information Surface Water Body (1): Neatman Creek NCDWR Stream Index No.: 22-25-6 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: Neatman Creek Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? Yes Deck Drains Discharge Over Buffer? N!A Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? No (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) � o, i , �� : ~ _ ;�; cn ; n �T 3 � i m , w � �� Z i �� ' �= —� 'o T, ,.,_ , .T /, `T CL " '"__ " ""__"___'"____ BE6/N PROJECT 17BP9.R.90 _l _ O!1/� C{.. /lJ1G/1 /1/1 �*DESIGN EXCEPTION: MAXIMUM GRADE MIN. HORIZONTAL CURVE RADIUS SAG VERTICAL CURVE K HORIZONTAL SSD VERTICAL SSD SUPERELEVATION ��'s�'�]� ��IE-0° ��i��`Tl�li (��'s��I��JI�I�� I_ ? i[��1I51I��.�,� ��1T--0' l��_I��i��'�`��.��' S STOI�ES CO U1�TY LOCATI0111: BRIDGE NO. 62 OVER 11tEATMAN CREEK 01V SR 1961 (BOLEJACK ROAD) TYPE OF WORK: GRADI11lG, PAVING, DRAI11tAGE A1KD STRUCTURE WETLAND AND SURFACE WATER IMPACTS PERMIT CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III. END CONSTRUCTION _V_ Gl1T Cf., //lA/li ENG —L— PROPOSED NATIONAL REGISTER BOUNDARY {_ _Y_ Pl SYa 13+N55 P/ SYo 20+9�b0 Pl Sla �D+7B82 PI SYo I1+2�,6B �-15�12"l?9'(LT)psf2f'/STfRfI p�6f3Y�d3'fRflA=1905551fU1 D a/55f' 55B' D� Q37 SB.f D� l�i?59' 09>f D� 7f 3T' II.P L= 287J6' L= 2/OB2' L- 3275' L- 86b7' T- l5/]/ T= IOSAP T-(/BB' T- 13.46' R a 36000' R� BbWA7' R- 30LfY R- 80A0' �PO PERMIT DRAWING SHEET 1 OF 4 TON— C8� END PROJECT �IBP9.R90 -L- POT Sta.18+50.00 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PLANS PREPARED BY: M PO Box 700 Fuquay-Varino, NC 27526 �919) 552-2253 MOTT 1919) 552-2254 �Fox� MACDONALD www.mott�„a�.�o�„\amed�as LICENSE NO. F-0669 J GRAPHIC SCALES DESIG11t DATA PROJECT LENGTH P�epored in tl� Offlce of Moft MacDonold for �'DRAULICS ENGIlYEER a�r (zoia) = 22o DIVIS70111 9 rJO 2S O rJO �OO NORTH CAROLINA DEPARTMENT OF TR3NSPORT:ITTON g 99�� ADT (2025)= 440 � � � �,� LENGTH ROADWAY TIP PROJECT = 0.088 MILES zota srAxDAno srEciFrcar7oxs ,�e� �� PLANS TIM JORDAN, PE � � V= 55 MPH PROJECT ENG7NLER SlGNATL'RL: r� � � 50 25 0 5o too LENGTH STRUCTURE TIP PROJECT = 0.026 MILES RlGHT OF WAY DATE: � � ROADWAY DESIGN ENGINEER � � FUNC CLASS = REID B. ROBOL, PE � � PROFILE (HORIZONTAL) Mq�OR COLLECTOR TOTAL LENGTH TIP PROJECT = 0.114 MILES rn'Dx.�uuc EnrcixFsn �°.��, � ��.`� 10 5 0 10 20 LETTING DATE: � pw�'� SUB REGIONAL TIER JANUARY 16, 2018 MAITHEW JONES, PE PROFILE (VERTICAL) NCDOT CONTACT pE SfGNA7'URE: `DESIGN EXCEFTION: MAXIMUM GRADE MIN. HORIZONTAL CURVE RADIUS SAG VERTICAI CURVE K HORIZONTAL SSD VERTICAL SSD SUPERELEVATION � BM I �DENOTES TEMPORARY IMPACTS IN SURFACE WATER �DENOTES IMPACTS IN SURFACE WATER ' ' /, \ '' /%, �..... o � � / . � � %s� � �� HARRIS FAMILY TRUST � _ �� DB 614 PG 2083 � _ \ � \- w0o�5 P8 II PG 12 �.. , \ \\� � -. .. .. . '� .. . �. �+ � � � �'y�`� \%� _R � � � ` � �� C rn v d- � a E i a ti _ �' m � � m � rn � 3 A 0 i N H O . .F � ��D )� ' , �� DB 239 PG�U��. s DB 239 PG u �'� \ � DB 249 P� �'N� �� -po� � ^� �n pc 09L�\ \ \� �\ {+'� • � w � � /V,�\\\\ \ \ J , \� \ <a \ f+> � W�ELL \+ �\e�' \ �R1 � � . \, ._ \�\. \��. / ��€;3 �.. � ... �� - �. � .� ' � � ��' ` � . . � REtNii�; rUF4. — .� \ \ - ,�P _ �� I � . �' �� –Y– PC SYa. P�'9ti ��\ .�_ �' N /505'19.6'E �� '�J7q. � SPECIAL L4TERAL �DITCH �`� � SEE DEIAIL 1 .. EST. 80.'��TONS RIP RAP EST.145 SY GEOTEXTILE CLA55 B RIP RAP � EST. 1 TON - EST.S SY GEOTEXTILE �� BEGIN SBG i �. � +46 lT � t . � � � � � ��. \ c�'1�\ \ ` � PROJECT 17BP9R.90 �T \ � Sta.12+50.00 a°Fy –Y– PC Sta. lO+/093� \, N 45 30' 20.6' W � –L– POC Sta. l4+OOA0 / –Y– POT Sto.1Of00A0 _ �; - \ F Q11 P� �a �P,O �� END CONSTRUCTION –Y– POT Sto. llt40a � <i� i�,° /� �/ / � � �/ � / � E . / � � JI i/ CL45S I RIP R,4P r i� � EST. 7 TONS � �� y � EST. 15 SY GEOiEXTILE�� ` ♦e�� l ! ' -. � l`' �� CLA55 8 RIP� RAP � '� //'� EST 1 TON EST 5 SY GEOTE�TILE . , /� no:, ,�... //71 � IS" END 58G W�ELBOWS .,..50 Ll �---'\ 0 GI � � �/ GREU-Tl3 \\ ...�� o. � �� F � — PERMIT DRAWING SHEET 2 OF 4 50' 0' 100' GRAPHIC SCALE 25' 0' 50' INSET SCALE —L— Sta. BEGIN APPROACH —1 — C+., 1A1G7 G(' O `L I DB 250 FC nPe ui TYPE PROJECT REFERENCE SHEET NO. 17BP.9.R.90 - STOKES 62 4 ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER Morr I+acooNn�o i a e, uc I LICENSE NO. i 0669 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED repare n t e ort��e or:' M M Fo eo.V>ao Mo.. �� z�s,a ,�o�a� �,.. . m . o�. �., END APPROACH SLAB —L— Sta. l6+//.50 Tvee ui g o NPE III END BR1DGE _i _ c+„ iG.coo Gn SKETCH SHOWING RELATIONSHIP OF BRIDGE TO PAVEMENT FOR STRUCTURE PLANS SEE SHEETS S-1 THRU 5-?? � ��5 .- N 37' S6' 27,8' E �+.,.. 2r \\\U TAPE \\I BANK STABILIZATION V�SEE DEfAIL 3 .� 4�} - eST.75 TONS RIP RAP - 70E PRO7K710N ' EST.85 SY GEOTEXTILE ,.� _ . .- � � - SITE 1 SEE DEfAIL 2 EST. 40 TONS RIP RAP Q esr 99 svi ceorexn�E END PROJECT /IBP9R.90 C �.14+50A0 –L– POT SYa.18+50A0 ��, O e� � �� "' � � �" CAROLYN MABIE RUTLEDGE -� ��\ "'c, _ JOS II��E �;�iLEDGE D8 385 PG 376 f� \� D5 251Pr a17 \ D0 321PC 1227 DETAIL 1 DETAIL 2 SPECIAL LATERAL 'V' DITCH TOE PROTECTION � Nm m s�t�] t Noi m s�ab� F\u��e< G�aurid .1�� p P�ea P Ground b 'L��F�\S�oPe —L— —Y— d j----j d Pl Sta /3+/455 Pl Sta 20+g4Z.60 Pl Sto 10+28^.8^2Z Pl Sta 11t2468 ��.•�� M;� o. � o F� b- Z o F� °°°�e•�,�e 0= 45' 42' 12.9' (LT) p=/' 24� �6.J" (RTJ p= 6P 35� 'Il/J' (RT) 0= l9' 05' 55J' (LTJ Type ot Liner= CLA55 I P.IP RAP Mox d= 2.0 Ft. Type of Liner- CLA55 8 RIP PAP D= l5p-�54' S5.8' D= 0' 3p9ry' 58.4" D= l90' 59' 09.4' D= 7P 37' ll1J" L- ZV/�6� L— 2IO.(JG L= 3225� L— Z6�� FROM $TA.10+20 TO STA.iI-r00 -Y- LT FROM STA.16-90 TO $TA.17-50 -L- LT T= l5/.7/' T= 105.4Y T= 17.88' T= 13.46' R= 360A0' R= 8.600.00' R= 30.00' R= 80.00' �No�m s�oie� a.o'm��. _ -- l.0' NWS � GEOTE%illE Type oi liner - ClASS II RIPRAP STA.14+77 -L- RT STA 15+15 -L- LT STA 15 � 30 -L- RT STA li- 62 -L- LT � m � � 0 U � m _ N a E � � _ m � � m � rn � s A 0 i N H `DESIGN EXCEFTION: MAXIMUM GRADE MIN. HORIZONTAL CURVE RADIUS SAG VERTICAI CURVE K HORIZONTAL SSD VERTICAL SSD SUPERELEVATION � BM I �DENOTES TEMPORARY IMPACTS IN SURFACE WATER �DENOTES IMPACTS IN SURFACE WATER ' ' /, � ' /�, �'o � � i � � %s� ; �� HARRIS FAMILY TRUST � �� DB 614 PG 2083 � . �=\�yqp�i -..,� P8 II PG 12 � . - � \ �r- � � � � _--_- �+ —A �` _ - — - � ��R �� • _� �� '� \ � � � `�� .\ �. \ � .. � � _ �\ � \ Sk�—_ . . _ \ o ` � ,. - S � �\� ;��\ �\�� — —.�- _ � \\� � m� s}� �— ° \ \ 3 —� i' �`�i ` ��\ ��`� ; � -- �� -� � �` \ • / �- �� .. � �\ . � /� \ RE7' WN..� `u � � _ . � � _i� � � ��Sk� . ; �_l '�.�,� s PF.l � .. �\ � . ' S.` . 9� � � A. � SPECIAL L4TERAL DITCH�-'�� SEE' OE7AIL 1 EST. $p TONS_RIP RAP� EST.145 SY GEOTEXTILE BEGIN PROJECT �l\�� ;, � -L- POC Sta.12 � � . � �_ � �� '9R.90 O �� , DB 239 PG 1�9 DB 239 PG u DB 249 P� �"� c�; n �°r -i - r� �iu. N l6' 05' 19.6' E CLA55-B�RIP FAP. EST PTON - EST.S SY GEOTEXTILE BEGIIJ SBG � 46 lT � i� ��.�-• �, �� 'ii��-..``� J%�� ►►-�'�� N 45 30' 20.6' W-� -L- POC Sta. l4+OOA0 -Y- POT Sto. lO�t�00.00 _ �; �� `�,� � J l,.'�U�, L / � Dc 2s9 PG 10�� h, \ ' / ,, Q11 P� �a �P,O �� END CONSTRUCTION -Y- POT SfO. llt40a �� / � ' � I ` i >� � P 2� � \ . Pl Sta /3+/455 -� Pl Sta 20+g4.60 0= 45' 42' 12.9' (LT) p=/' 24' /6.3" (RTJ D= l5 54' S5.8' D= 0' 39' 58.4" L = 287J6' L = 2/0.82' T = l5/.7/' T = 105.4Y R = 360A0' R = 8.600.00' A � , / .�� .. �� ti t CLASS I RIP Rp,P ��t:-� j � EST. 7 TONS ^ EST 15 SY GEOTEXTILE / � � CLA55 B RIP RAP EST 1 TON /�� EST 5 SY GEOTE�TILE �'� ENfJ SBG / �F q wrti.uows _,..�o �i��--- GREU-TL: \ PERMIT DRAWING SHEET 3 OF 4 50' 0' 100' GRAPHIC SCALE 25' 0' 50' INSET SCALE -L- Sta. TYPE TYPE III PROJECT REFERENCE SHEET NO. 17BP.9.R.90 - STOKES 62 4 ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER Morr I+acooNn�o i a e, uc I LICENSE NO. i 0669 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED repare n t e ort��e or:' M M Fo eo.V>ao Mo.. �� z�s,a ,�o�a� �,. m o�. �. NPE III END APPROACH SLAB -L- Sta. l6+//.50 BEGIN APPROACH SLAB/ \END BR1D�E -L- Sta. /4+52.50 -L- Sta. l5+' SKETCH SHOWING RELATIONSHIP OF BRIDGE TO PAVEMENT O .iLrSL i DB 2S0 FC FOR STRUCTURE PLANS SEE SHEETS S-1 THRU 5-?? 0 ! � � I� � � '�j I 1 1� ' � I F -- — �,-r- N 37' S6' 27.8' E , �:� r , � � � � �� ' /� i �� - � � � � � , _ � za �, i � //l � l �� 0'TAPER �' :� � � �� - BANK STABILIZAiION SEE DEfAIL 3 � . � �=—�� 4�1 � _ eST. 75 TONS RIP RAP :.� ' � TOE PRO7EGTION '- � I -� EST.85 SY GEOTEXTILE ' `,y�`'�( - S ITE � �/� SEE DEfAIL 2 '� � 1 I � n O E5T.40 TONS RIP RAP esr 99 sv �eorexn�E END PROJECT /IBP9R.90 J v --�- - PT Sto.14+50A0 -L- POT SYa.18+50A0 �.-, \ 2 e. O �� " CAROLYN MABIE RUTLEDGE -� ��\ "'c,�._ JOS II��E� �,�iLEDGE D8 385 PG 376 \l. D5 251PG q17 ti...� \ D0 b21PC 1227 DETAIL 1 DETAIL 2 SPECIAL LATERAL 'V' DITCH TOE PROTECTION � Nm m s�t�] t Noi m s�ab� F\u��e< urol '�'� Hec P Nol�rol 1.\ �\�5�°Qc _v_ G�aurid �� p F�� Ground y F Pl Sto 10+28.82 � Pl Sta 11t2468 d � d �= 6P 35' 40.3' (RT) 0= 1505' 55ryJ' (LTJ G��".�� M,�. o. �.o F�. b- z:o F�. ��o�e,�,�e D= l90' 59' 09.4' D— 7% �� II.V Type ot Liner= CLA55 I P.IP RAP Mox d= 2 0 Ft Type of Liner- CLA55 8 RIP PAP L= 3225� L— Z6�� FROM $TA 10+20 TO STA il-r00 -Y- LT FROM STA.16-90 TO $TA 17-50 -L- LT T = 17.88' T = 13.46' a - 3nnn a = annrr �No�m s�oie� a.o'm��. _ -- l.0' NWS � GEOTE%illE Type oi liner - ClASS II RIPRAP STA.14+77 -L- RT STA 15+15 -L- LT STA 15 � 30 -L- RT STA li- 62 -L- LT WETLAND AND SURACE WATER IMPACTS SUMMARY WETLANDIMPACTS SURFACE WATERIMPACTS 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) 1 14+66/15+79 -L- 1@90', 1@45' 33" BOX BEAM W/ 4' CAPS < 0.01 0.03 45 114 TOTALS*: < 0.01 0.03 45 114 0 *Rounded totals are sum of actual impacts NOTES: