The URL can be used to link to this page

Home My WebLink About20160434 Ver 1_Application_20160503Carpenter,Kristi From: Coggins, Tony C Sent: Tuesday, May 03, 2016 6:50 AM To: Ridings, Rob; Tom Steffens (Thomas.A.Steffens@usace.army.mil); Carpenter,Kristi Cc: Clarke, William M Subject: Permit app for 3 bridge replacements Attachments: Attachment L Nash 37.docx; Nash#37_PermitDrawings.pdf; 970143_Permit Drawings.pdf; Attachment L Wilson 143.docx; 950056_Permit Drawings_Combined_ 20160329.pdf; Attachment L Wayne 56 .doc; Attachment G.doc Follow Up Flag: Flag Status: Follow up Completed Need anything else or have any questions let me know. Chad Coggins Environmental Officer (Div 4) North Carolina Department of Transportation 252 296-3529 office 252 717-8699 mobile tcco��ins@ncdot.�ov 509 Ward Blvd. PO Box 3165 Wilson, NC 27895 Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties. 1 Attachment G: Low/Minimal Impact Bridge Project Data Sheet � TIP NO Div Managed Div. Managed Div. managed 2 WBS Element No. 17BP.4.R.73 17BP.4.R.75 17BP.4.R.68 3 County Wayne Wilson Nash 4 Bridge Number 56 143 37 5 Description Great Swamp Whiteoak Swamp Crooked Swamp 6 Basin Neuse Neuse Tar-Pam 7 Classification C Sw NSW C Sw NSW C NSW 8 Stream SIN 27-86-9-3 27-86-11-7 28-79-24 9 Type Inland Inland inland 10 Size 20' 31' 35' 11 Type 4 span 2 span 2 span 12 isting Structur Size 69'LX25'W 36L'X25'W 60L'X25'W 13 Suff. Rating 28.47 63.75 28.04 14 roposed Structur Type 2 span 1 span 2 span 15 Size 100'LX30'W 65'LX30'W 82'L X 30'W USACE LF 16 LF temp impact for ditch 0 0 16 Stream � � tie-in 17 NCDWQ Impacts (LF) 0 0 0 18 USACE Impacts (AC) .03ac HC .02ac MC .01 excavation, .01 HC, .01 MC 0 19 Wetlands Non 404 Impacts (AC) 0 0 0 20 CAMA Impacts (SF) 0 0 0 21 NC DWQ Buffers Impacts (SF) BZ1 2752 BZ2 960 BZ1 3057 BZ2 1141 BZ1 2403 BZ2 685 22 Buffer Applicaton Required (>40 ft) (Y/N) Yes Yes Yes 23 State Stormwater Permit Required (Y/N) No No No 24 Habitat No No Yes 25 T&E Species Present No No No 26 Bio Conclusion No affect No affect MANLAA 27 Moratorium Type No No No 28 Dates N/A N/A N/A 29 Native/Hatchery No No No 30 Trout Species Present No No No Trout Waters 31 Trout Conditions (Y/N) No No No 32 WRC Reviewer No No No 33 CAMA AECs No/GIS Confirmed No/GIS Confirmed No/GIS Confirmed 34 Essential Fish Habitat No/GIS Confirmed No/GIS Confirmed No/GIS Confirmed 35 Nav. Opening No/GIS Confirmed No/GIS Confirmed No/GIS Confirmed 36 USCG Permit No/GIS Confirmed No/GIS Confirmed No/GIS Confirmed 37 Historic Properties No/HEU Confirmed No/HEU Confirmed No/HEU Confirmed 38 Archaeological Resources No/HEU Confirmed No/HEU Confirmed No/HEU Confirmed 39 Tribal Lands No/GIS Confirmed No/GIS Confirmed No/GIS Confirmed 40 4(� Resources No/GIS Confirmed No/GIS Confirmed No/GIS Confirmed 41 6(� [LWCF] Resources No/GIS Confirmed No/GIS Confirmed No/GIS Confirmed 42 Wild and Scenic River No/GIS Confirmed No/GIS Confirmed No/GIS Confirmed 43 Federal Lands No/GIS Confirmed No/GIS Confirmed No/GIS Confirmed 44 NA Area No/GIS Confirmed No/GIS Confirmed No/GIS Confirmed 45 FEMA Buyout No/GIS Confirmed No/GIS Confirmed No/GIS Confirmed 46 FEMA Flood Study MOA/Hydro No MOA/Hydro 47 USTs Haz Mats No/GIS Confirmed No/GIS Confirmed No/GIS Confirmed 48 Relocatees No/GIS Confirmed No/GIS Confirmed No/GIS Confirmed 49 LAT 35.5513 35.7216 36.13337 50 Location LONG 78.0603 77.7499 77.8809 51 Project Comments • n Completed by: ( � �� [,�'�,.'( ��/�r- 5/2/2016 Division Environmental Offi r Date: �� ,4�y North Carolina Department of Transportation SG[�Y�11WatPr . I � ,,.,.,,.,, Highway Stormwater Program ��.� STORMWATER MANAGEMENT PLAN (Version 2.02; Released April 2015) FOR NCDOT PROJECTS WBS Element: 17BP.4.R.73 TIP No.: SF-950056 County(ies): Wayne Page 1 of 1 General Project Information WBS Element: 17BP.4.R.73 TIP Number: SF-950056 Project Type: Bridge Replacement Date: 1/11/2016 NCDOT Contact: Chad Coggins Contractor I Designer: Kevin Alford, PE (Wetherill Engineering, Inc.) Address: P.O. Box 3165 Address: 1223 Jones Franklin Road Wilson, NC 27895 Raleigh, NC 27606 P hone: 252-237-6164 P hone: 919-851-8077 Email: cco ins ncdot. ov Email: kalford wetherillen .com Cit ITown: Freemont Count ies): Wa ne River Basin s: Neuse CAMA Count ? No Wetlands within Project Limits? Yes Pro'ect Description Pro'ect Len th lin. miles or feet : 0.09 Miles Surrounding Land Use: Rural Residential Proposed Pro'ect Existin Site Pro'ect Built-U on Area ac. 0.3 ac. 0.2 ac. Typical Cross Section Description: Two 11 foot Travel Lanes with 3 foot grassed shoulders on each side Two 11 foot Travel Lanes with 6 foot grassed shoulders on each side Annual Avg Daily Traffic (veh/hr/day): Desi n/Future: N/A - Subre ional Tier Year: N/A Existin : 430 Year: 2015 General Project Narrative: The purpose of the project is to replace Bridge No. 56 on SR 1342 over Great Swamp in Wayne County. The existing bridge is 69.0 feet long. The replacement structure will be (Description of Minimization of Water a 2@ 50' long bridge, providing a 30.83' clear deck width. The roadway grade of the new structure will be approximately the same as the existing structure. There will be no Quality Impacts) direct discharge into the stream (deck drains on the bridge). The length of the bridge was set so that it did not fill in the existing stream at the upstream southwest corner. The existing bridge had two bents in the stream, while the proposed bridge only has one bent in the stream. The only way to avoid the proposed bent in the stream was to make the bridge significantly longer. All existing stormwater drainage patterns were maintained on the project to the fullest extent. The storm drainage system picking up the bridge deck drainage will be outleted outside of the Neuse buffer zone 2 onto a dissipator pad in an existing ditch on the southeast quadrant of the bridge. The ditches on the northeast and southeast quadrants were able to be retained. New ditches will have to be installed on the northwest and southwest quadrants. The ditch on the northwest quadrant of the bridge tied into the existing outfall and did not impact the buffer zone. The ditch on the southwest quadrant of the bridge had to be ditched to the stream, just as the existing ditch was, since the existing ditch was filled over. The existing ground was too steep to allow a dissipator pad and sheetflow outside of Buffer Zone 2. Waterbody Information Surface Water Body (1): Great Swamp NCDWR Stream Index No.: 27-86-9-3 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: Swamp Waters (Sw) (NSW) Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: N/A Buffer Rules in Effect: Neuse Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? No 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 � N •, � V � � O V See Sheet 1-A f��or Index of Sheets �5�� $1°�� $�1.��1�� J�� IF 1�1��5 WA Y1�E CO U1�TY LOCATI0IV: BRIDGE NO. 56 OVER GREAT SWAMP 011t SR 1342 (MEMORIAL CHURCH ROAD) TYPE OF WORK GRADIIVG, DRAI11lAGE, PAVING F�' STRUCTURE WETLAND AND SURFACE WATER IMPACTS PERMIT PROJECT 17BP.4.R.73 -L- POC STA.19 + 95.00 sHEVILLE TO NC 222 � �� <-- - � � % \ ��— i � ��g13Gg�1 z ��% � ��,�� ' CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. THIS PROJECT �S NOT WITHIN ANY MUNICIPAL BOUNDARIES. GRAPHIC SCALES DESIGN DATA PROJECT LENGTH ADT 2015 = 430 30 15 0 30 60 PLANS 30 15 0 30 60 PROFILE (HORIZONTAL) T = 6 % * V = 50 MPH (TTST =3% + DUAL =; FUNC CLASS = RURAL LOCAL REGIONAL TIER LENGTH ROADWAY PROJECT 176P.4.R.73 = LENGTH STRUCTURE PROJECT 17BP.4.R.73 = TOTAL LENGTH PROJECT 17BP.4.R.73 = SR 1342 (MEMORIAL CHURCH RD) 22 +13.81 NCDOT CONTACT.• WADE A. HARPER O7VISlON 4 BRIDGE PROGRAM MANAGER PERMIT D�ifiWING sr,.re sT.+Ta aao�s-r neaeaexce No. s",EOT s°'��' xeP rs s"��r, °F7 �� 17BP.4.R.73 � 17BP.4.R.73 � PE, UTIL., WW STA. 23 +16.19 �- TO NC 58I END NCDOT ,PROJECT 17BP.4.RJ3 -L- POT STA. 24 + 70.00 \ <<�Z �8 �bN \ DIVISION OF HIGHWAYS DIVISI0111 FOUR 509 Ward Boulevard, Wilson NC, 27895 0.071 MILES zOl2 STANDARD SPECIF7CATIONS 0.019 MILES EDWARD G, WETHERILL, PE_ RIGHT OF WAY DATE: 0.090 MILES PROJECT ENGINEER LETTING DATE: GREG S. PURVIS, PE PROJECT DESIGN ENGINEER � 7223 Jones Fmnklin Rd. Roleigh, N.C. D606 �� e ETHERILL License No. F-0377 ENGINEERING gus: 919 851 8077 Fax: 919 851 8707 TRANSPoRTaTION PLAIVN/NG/Df5/GN - BRIOGf/STRUCTURf Df5/GN CNIL/SITE DESIGN - G/5/GPS - CONSTRUCTION OBSERVATION BRIDGE #950056 PRELIMIII tAR Y PLAIVS ��.d��v �� .�� DO NOT USE FOR CUNSTRUCTION dN� �I�][�1L1E°J[`]E 1[�1L�N� DO :�OT U56 FOR RfW ACQL'ISITION DOCUMENT NOT CONSIDEREU FINAL UNLESS ALL SIGNATURES COMPLETED HYDRAULICS ENGIIVEER P.E. ROADWAY DESIGIV ENGINEER P.E. PAVEMENT SCHEDULE PROP. APPPDX. 3" ASPHALT CONCRETE SURFACE COURSE, TVPE SF9.5A, C1 AT AN AVERAGE RATE OF 165 LBS. PER 5a. YD. IN EACH OF TWO LAYERS. PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE SF9.SA, CQ AT AN AVEPAGE RATE OF 110 LBS. PER SQ. YD. PER 1" DEPTH. TO 8E PLACED IN LAYERS NOT TO EXCEEO 1%2" IN DEPTH. E1 PROP. APPROX. 6° ASPHALT GONCPETE BASE COURSE, TYPE 825.0B, AT AN AVERAGE RATE OF 342 LBS. PER SQ. YD. IN EACH OF TWO LAVERS. PROP. VAfl. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.0B, E 2 AT AN AVERAGE RATE OF 174 LBS. PER SQ. YD. PER 1" DEPTH. TO BE PLACED IN LAYERS NOT LESS THAN 3" IN DEPTH OR GREATER THAN 5%p" IN DEPTH. T EARTH MATERIAL. �J EXISTING PAVEMENT. V MILLING BITUMINOUS PAVEMENT. (SEE MILLING DETAIL) W VARIABLE DEPTH ASPHALT PAVEMENT (SEE WEDGING DETAIL) W: Detail Showina Method of Wedain ORIGINAL GROUND �----�- � VARIABLE SEE X-SECT. ORIGINAL GROUND GRADE TO� ��_/ 9rr THIS LINE �� SHOULDER DETAIL USE SHOULDER DETAIL IN CONJUNCTION WITH TYPICAL SECTIONS NO. 1& 2: -L- STA. 21 + 38.81 TO -L- STA. 22 + 13.81 LT. & RT. -L- STA. 23+16.19 TO -L- STA. 24+16.19 LT. -L- STA. 23+16.19 TO -L- STA. 23+91.19 RT. - SEE SHOULDER DETAIL FOR GUARDRAIL LOCATIONS ORIGINAL GROUND VARIABLE SEE X-SECT�� ORIGINAL GROUND ORIGINAL GROUND ~ VARIABLE SEE X-SECT. �� ORIGINAL GROUND GRADE TO THIS LINE 3'-0" `t LINE -L- 11'-0" 11'-0" 3'-0" 8' RADE �/�/ POINT Cl ,Q•QZ , �.�2. � �.�8 � — — , — — � � / i � El g„ � g�� El � TYPICAL SECTION NO. 1 USE TYPICAL SECTION NO. 1 AS FOLLOWS: -L- STA. 19 + 95.00 TO -L- STA. 21 + 85.00 -L- STA. 23 + 45.00 TO -L- STA. 24 + 70.00 33' _ 0" � -L- 1 30'-10" 4'-5" 11'_n" I ii,_n" I 4'-5" 31/2�� MIN. \� 3/2�, MIN. � 0 . 025 0 . 025 � O O O O O O O O O O O O O O O O O O O O O O 21" CORED SLAB BRIDGE (11 UNITS) TYPICAL SECTION NO. 3 USE TYPICAL SECT�ON NO. 3 AS FOLLOWS: -L- STA. 22+13.81 (BEGIN BRIDGE) TO -L- STA. 23+16.19 (END BRIDGE) - SEE SHOULDER DETAIL FOR GUARDRAIL LOCATIONS DETAIL A SPECIAL CUT DITCH ( Nat to Scale) — Front oC Ditch Na}ural � g'1 `,�e< Slope Ground 3y D Q\p Min. D = 1 Ft. FROM -L- STA. 20+00 RT. TO STA. 20+80 RT GRADE TO THIS LINE GRADE TO THIS LINE TYPICAL SECTION NO. 2 USE TYPICAL SECTION NO. 2 AS FOLLOWS: -L- STA.21+85.00 TO -L- STA. 22+13.81 (BEGIN BRIDGE) -L- STA. 23+16.19 (END BRIDGE) TO -L- STA. 23+45.00 DETAIL B TAIL DITCH ( Nof to Scale) Naturol Natural Ground 3y - 3.� Ground D d Geoiextile Min. D = 1 Ft. Type of Liner = Class 8 Rip-Rap Max. d= 1 Ft. FROM -L- STA. 23+44 RT. TO STA. 23+75 RT. PERMIT DRAWING SHEET 2 OF 7 ORIGINAL GROUND PROIECT REFERENCE NO. SHEET NO. l7BP.4.R,73 2 ROADWAY DESIGN PAVEMENT DESIGN ENGINEER ENGINEER ��no �o�r�se ro co sr �criox�� / i]]3 Jones Franklin Rd. t Rale�gh,N.C.3J606 �j ETHEflILL ��e�.eNo.F-0an ENGINEERING e�s: 9ia est eon o.c 919 851 810] rR.wsrov+r,vK.w �.aMxincieesrv - e�uceisrrturu� ees�cx C�v�USRE QESKN - G5/GI'S - CONSTNLC7pN OBSEIivNKw BRIDGE #950056 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED rt LINE -L- V: MILLING DETAIL USE MILLING DETAIL AS FOLLOWS: -L- STA. 19 + 95.00 TO -L- STA. 20 + 45.00 -L- STA. 23 + 45.00 TO -L- STA. 24 + 70.00 ORIGINAL GROUND DETAIL C SPECIAL CUT DITCH ( Nof io Scale) � Front o� Ditch Nafurol 'L''� ,�et Slope Ground `�'7 p Q�p d Geotexfile � Min. D= 1 Ft. Type of Liner= Class B Rip-Rap Max. d= 1 Ft. FROM -L- STA. 23+75 RT. TO STA. 24+32 RT. ROCK PLATING DETAIL RIP RAP FOR SLOPE PROTECTION � Nor ro scale) GUARDRAIL � 18" CL A STONE � 2' THICK CL II RIPRAP �s i �a'`�°�,<< GEOTEXTILE '�'6p NATUR4L � GROUND Type of Liner= CL II Rip-Rap W/GeotexTile �ROM -L- STA. 21+75 RT. TO STA. 22+15 RT. 'ROM -L- STA 23+15 RT. TO STA. 23+75 RT N � N > w � �\ � �.� �� o H 0 R S T W A � � BRI DGE 950056 PROJECT REFERENCE NO. SHEET NO. �� '` ISFD �' UE Wo Do OBERMEIT ��'�'��° ��``'�� "��`��' 17BP.4.R.73 4 � PS � , PRELIMINARY PLANS R�W SHEET NO. S�� 'J''�,'OODS � � � � DENOTES MECHANIZED ROADWAY DESIGN HYDRAULICS c� �4 �� DOCUMENT NOT CONSIDERED FINAL O ' �' �Z' -- — — � � � � C LEARI N G ENGINEER ENGINEER B E G I N N C D OT � n� '� � �� ;' UNLESS ALL SIGNATURES COMPLETED � �� _� �... - � � �� ` � � PERMIT DRAWING PR E T 1 BP 4 R � O� C � �� ANDSCAPE AREA � a ��, ��. � DENOTES HAND SHEET 3 OF 7 � � . . . � _ � C LEARI N G ��y��,� � ��,�� , —L— POC STA. 19 + 95.00 � _ _;,\ �� N�� , � .��U��N �, . , , � � JACQUELYN KING � � , _ � � � , _ - P � � ]� I� � � � �� ` `�� lE�I�I[,�1�I �T IEg� I[�'][e�I�T �, � _ , � �,�i��,_„�r�r_ �,��_� � � , `Z WOODS ` �� o / �� ' �� v�a� v�� c��s��v � / �l I I ----�� DARLENE Ro KENNEDY,��_�� ; � �' � ;;'� r � � � I Q � c� � �� EIP � ; � � � ' R, o � _ c� , /�� , �' m � _�� , i -- �' "K %il� � v �� - �� _��-� �- �� 1223 Jones Franklin Rd. � �.._ ^I /�, ; � �i.., � �., - �/�� / - Q PROPOSED � , Y�Y ETHERILL Raleigh, N.C. 27606 t f � ( / � � License No. F-0377 —L � Sl O� 1��oOS `� �, �� EXCAVATION ENGINEERING � n) Bus: 919 851 8077 , �� , C� / W 0 0 D S i� Fax: 9i9 85i sio� �� . LANDSCAPE AREA� �� R� VEOODS �- � _ _� ��/� � _ _�� , ° 1 TRANSPORTATION PLANN/NG/DESIGN BRIOGE/STRUCTURE DESIGN I/ F� Vtl -� � G U Y ° X I S N G � �� x,- _ �� --_—��/ w ClVIL/SITE DESIGN - GlS/GPS - CONSTRUCTION OBSERVATION �\�� \� -1 /S'� � G U� - �- I /� �� ,,, �� , � � Q ��BRID n �H PWR TE� � ✓UIRE �� _ , �, , � _; o ,_ � �� , � . �ti � If�1�=127a77' WM � � � m � - P � �-'�,. �� _ � —L�� 1 C Sl CJ� �8 �4.3062 � e WR & TELD _ -- — —2 " �� ,� �� ' �' �� " vi'o = 0°.9 fps — �, _ —� — -�0� ' � P ,� �, 0/H � , a_ ` P � _ �, EiP =TA— RiP RA —�—,�� --�� C�ROL A RICHARDSON SfOo 26�290 �� S � � RIP RAP RIP RAP �; � � � ��' ° . . � M� � �i m" - ,-, � , �; - ,�, F ' � � _ � . , . � � � ��_ � � � _ - - -. - .�, -� - � _ . - __ - � -_ F -- P , _ _ - - ,��, �� \ - ' i ---------�-�; � �� '�� F � > � � � , F F F � ' --- - - --- -__ - ,, _i28o6 - RETA�N ' ' , � -- ---- ��v- � - - -__ F g �r � _ . y „ B� I03 __ ---� ; __ - ---- - W� 2 I --F _; - --- - — - -- ; -- - ,� � i i - �� ' _-= � , ��_� �/ � � �� , � __ , ' ;��, � K N A I � � '7 � � � �' A� CHUF; � : r` �� -`; � ,- � , �� , �_. �.�-� _. � 5- 0 C� 5 6 -�� `� �,,-, � � � � � �� T ��> S 2/° 27' l0 /" E ' -- --_ '— _ --- � . ,, - - �� _ _ - -- ,—_ —,� F � � � ' " _ � c � / o - 1 � C j f� � 2 _ --- -- --� - �_ 3-- - --- �-- --- � ° 15" RCP � � � - R��'AI I� � � �<_ - - -- � � , � 4 HOG WIR�E� � � � � � � � / I / �„ �GP ,' � � �, , ,_ � � , � �' " ` � S PEC IAL �'-��-� �.;\ ,�'� ,�� , ��, � CUT DITCH �' LANDSCAPE AREA �� \�'�� ', ° SEE DETAIL A � ' � -' SHEET 2 , \��, ,�'�� ,�� CONC SW �� o � , . �. � \ � � � . � � . �\ , , � � � � �� . , , , � `. � � . � - \ \ \ / � � �., ,s�� . �. , � STEPS �� -' � \� �� ` y \ .\ .\ �i � �, `�;�� '�, �., � ISFD ; �� - . . , .\ � , � , \`' GU� � '� ' ' \� � � � � GUY \�'�. \��. ' � � \ �, �� , � o , ��S�li/1 I�o �V�,41� � � ,`\ /WEL� , � , � , ` J ;IIY \� � ��, � � �' � �J�il%/�\ _ _.�--- --�—� �V i` , _ � - �,,�_� < , �� >_ � � _, �,i -----= �"s�.�:; � C _ � � � q' BARB WIRE � � / � o � r TB2G1 ,� �� F _ . . . _ . _ . . _ . . - S _, � , .� — — _ _ l_ , _, ,. _ � r � _ � ; � _� ,—; — � � -- 1i�ili.i�," r Y ii� �� — --- - � - ` _ „ r, � , , _ _. � � � , � � < XI�TIf I � �—� -_ � � --R -_' _ �, , � �, � � r w ' I , %< � � m m � Tg N N !`'� \ m � � � END NCDOT - WOU�s r � Ditch �Sta.23+ Rt. PROJ ECT 17BP 4 R 73 ' � m Q2 = 1.4 cfs � � ,� i- � �� , V2 = .9 fps • • • �� 4° =?° fps —L— POT STA. 2 4� 70 . 00 `; � p � I �� ti `�� SPECIAL CUT DITCH �c �� TAIL ITCH w�CLASS B RIP RAP , �, � PROPOSED � � SEE DETAIL C SHE�� ` � EX AVATI N s�' ` SEE DETAIL B SHEET 2 C O c, —L — PT Stao 20+39033 �� —,,� �sQRS�� ',. �� a,�� "�`� C�� a��o� V � ,�� •� GR IC SCA�E C��L �l� �AC��RL��f� � , � , - - _ _ _ - - - - � � i - - - � � � ��: : ; : : _ STA. 2 + 65. 0 -L- _ iI I I ��ii iII i o i I- ' ' . _ : . _ . . .E��1�= ��"; I _ _-�j i - _ � _-�'� - �i - - ',__ _ ; Pl = 20 �4207� � _ � _c _ E��v. _ � 30.� 8- -- _ _ '� _-_-i-!, o _� _� � _ � _ _ � _� � T6� i � �@50 � . „ -- TA 3+ �, g � d .�L %��09� I I � � 2 � 4° I � � - � � ioi.74 �T 2 3 5 ! �� - I% _ � - p �O !- 21" CORED SLAB EL =�2�',��'� I i QO . _ Q . V� — . �5� _. � � � e_e ! � _ r � . , ,, . � � _-_ ��11��4 � � � . .: � � i i '`� �' 4 4 CAPS � o = � ` �� __._ __ I� i � � j '�� l ; � � ELEV - 128. , I _ � i . _ �� _._ I�� , i� � ' � K- llO u � No ECK i a<o �_ �, � � � � � � T lER � GUIDELINES �� BENCHLITE NAIL IN 30 PINE � � i __/_� _ __ _ �' ' � _� - I I � I _ I _ I TBM-� - _ _ _ - � -- - - - _ � -pR,t�} S RE(��REp _ � ;-� ��J�- _ - _; N-_ - L - S T A 26 +05.41 _ � � U S - � �, �/�7� � ; �I � , _ , �I � „ ,, 39.51' �T �, � �� ! ! � � . Cv li �� S 1 5�Nl�Hf I I � I [ [ I � � E�.EV _ 13�.92': � ��C ,. : � i - - Q �� , o BENCHLITE NAIL JN II 0 K �1 i� N� I� � � � � � � I � � � �� I IIII �II illl IIII II �� - - � �� ` - ' _ I I i - - - �_ I I I I I I I I I I _ � �_ , �I �i I - --- � �� [ � I . I _ I — -� � j � C/) _ ! _ o -- — _ _ _ I I - -- _ � i o - - - -- - - �� — — � �-� . .- _. _ -- ° — i : - - - - � -� � - ( ;-. )Oo3 76% i �( +JOo 5/5%� ,� — —� � � � � � i i i �� I � ��I M lT !; H RT e � - _ �� __ _ __ : � -�- - - - �-�- -- - ---- - ---�- __ _ _ -- _�� ___ __ -- i I ,,- � S�A 24 +32 i , -------�- _� � _� I _ , � I � ; 9 I CHORD , ,, I i -- - -- - - - - - - --- - -- - - - - ELEV l27 /l I � _ _ , ' . - . ` . : _ � i ,-- _� _ . _ � e � _ ___ . . � I �i _� , � � � � ��,,_____-- il s � — _ � � � � � � 1 Rl � HYDRA � � AT -_ _ �-�_-_ � �� I _ � _ � _ . _ _ _ �� I . � B DGE UU�D � , : : �AVATE T� _ -- _� � �__-_ _ _ _.____ _ ___ �. __ _ �, --€ND APPROACH _��AB I � I � -�- � � � I BECIN BRIDGE i, - -- � � I ' I I I I E LEV. 1; 3. 0 '�•• . � � I 4,_�„ - L STA. 2 3+ 2 7.06 DESIGN DISCHAR _ I 650 i CFS � � i --- , I � � I � II ! L- , STA. 2 2+ 16 .19 I , „ I, -- , „ I I� _ _ __ _ _ . --- _ — -- � _ . _ 4'-5 . i _ � TYPE � N.� ^ . 4 .-5 ._ -�Y-P--� -I-I I . __._�. DESIGN � HW ELEV.�TION .-� j 124.9 �_. � �._ —� ._� �� - -- ,�. _,— �� I � I I � UM D E�P-TH ��p � �— i �� i e �_�_ �,� �, � � � �� —,—. _ � � � � �� —� � � IM � � � I p� N I_ I I_ O F � R I P R A P - 3.� � BASE DISCHARGE _�I 1000 CFS O�. -- i O O � i �� N s+ N I. i � N i II - - -_ -- _ - - - —!--_ c� � — —o __ s _ � __ _ - _ �I > _ ___i_ ��— : _ _ _ � _ � — — �_�_, _ _ __ _ �, _ BASE FREao�Nc� i�� Y�� z��i _ � v�� __ WATE R SU �RFAC E � li 1 0 . _ I , B A S E H W E L E V A T I O N _ � . _ I + �+ _ � _ � i 2 5. 8 5 F r �QW � • N ��`� ON�; DATE �� OF S RVEY I _ �Q� �� I ��, N � ��, », i avERr_oPP�Nc :o�� ..�� _.i�� ._ � � _ : e e �_.e . OVERrOPP/NG FR�QUENCY= 500+ YRS C� � . _ _ . � J � . _ _ . . . , � . _ � cn�v� � _. � , Q o Q _ � - E�LE1�. = e �P� __ e �AVQTE T� �� W � , � � : � � �� i I .. , � - OVERTOPP/NG EL ° VATION = I 129.9 FT I W I�1 _ 1 Z�21-15 � • E LEV. 12 3 � O � v7 �U I I I �' I�_ I I __ __ _ � _ _-I__ __-__ �� z� � : � �__ _ � _ � _ I _ : __ I _I _ � �� TYPE I I I � _ �� ; „ I _� i , 4-5 4-�,�- �1��€ I I I �. ,-5- �I � __ __ � W Wc��u ' � CLASS II RI�' RAP j I I _ � ' END BRIDGE , , i i_ BEG. APPROACH SLAB I I I I I' I I I � � . _ �� _ � __e__._ _.__ . _,_ . ' _ - _ I � � _.� I_ -.._ -- __ ' _.. I'� ��- �a4��' -Q� W/GEOTEXTI LE _I --I I I I I � I � L STA. 22 + 0�?44 L- STA. 23 + 16�.19.. ___:_._ . e �I w.s.E�EvarroN i � _ EXCAVATIOi�N = (� �T. Ti�1CK) � _ I � - - : -i ! i- - �� c� _ i SL PE Nd'RMAL ' ar QaTE QF ��vEr = i2o.� � Fr__ ' �_ - � i � ' ' � _ , _ � 3� ��--( T- �r�fl- �Et�T _---� SKE G�-1 �-H OW I�I �-- --I DC- - AVEME NT RE LATI ��I S I P_ �_ � _ _ � � � i� � -- �l � _ , �-__ � � � i � I I � � � V � � � � I l I 1 II I 1 � ,� ��/ � _ �`" ; � :-: , i . �r-�;* .�. _7 �.. '`�" .. • III /1/ � �� D❑ CJ WETLAND PERMIT IMPACT 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 22+65 BRIDGE 0.02 0.03 < 0.01 16 TOTALS�: 0.02 0.03 < 0.01 16 "Rounded totals are sum of actual impacts NOTES: 16 sf of Permanent SW Impacts for the proposed bents in the water. � •� See Sheet 9-A For I ndex of Sheets �� _� �� LOCA TI01�: BRIDGE 1�0. 56 O T�ER GREA T S WAMP 01� SR 1342 (MEM�RIAL CHUR CH R OAD) TYPE OF WORI�: GRADI11tG, DRAI1�lAGE, PA T�I11tG BEGI1� 1�CDOT PROJECT 17BP.4.R. 73 -L- POC STA.19 + 95.00 SR 13¢� �As�Eyl _ _ LLE � , � _ , TO 11tC 222 ---� � � �� 1 � ,- i , � ___ � __- � , �-',-' � � �� 13�5 �� Sg �1� � � BUFFER IMPACTS PERMIT SR 1342 (MEMORIAL CHUR CH RD) S ITE 1 SITE 2 �0 � BEGI1� BRIDGE T� �A STA. 22 + 13.81 CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. S ITE 4 E1�D BRIDGE STA. 23 + 16.19 � STR UCTURE PERMIT DRAWING SHEET 1 OF 6 TO 1�C 58l S I T E 3 E1�D 1�CDOT :, PRO ECT 17BP.4.R. 73 -L- POT STA. 24 + 70.00 V ► BRIDGE #950056 PRELIMI1�lAR Y PLA1�lS ]�lf$.IEIL��I[INAI[$� l�]LA�N� V�� N�`l[' �'�lE 1F�Ig C�N�"JCI$gJ�`Il"d�i� �NC��I[]�]L]E7[°lE ]�]LA�N� �� .�� DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Prepo�ed for: 1YyDRAULICS E11tGI1VEER GRAPHIC SCALES DESIGI� DATA PROJECT LEI�GTH DI T�ISI�11t OF HIGHWA YS ADT 2015 = 430 DIT�ISI01� FOUR 30 �5 � 3� 6� 509 Ward Boulevard, Wilson NC, 27895 0� �OQpG�y G LENGTH ROADWAY PROJECT 17BP.4.R.73 = 0.071 MILES 2012 STANDARD SPECIFICATIONS �p�� g°Q PLANS LENGTH STRUCTURE PROJECT 17BP.4.R.73 = 0.019 MILES � � RIGHT OF WAY DATE: EDWARD G, WETHERILL, PE SIGNATURE: P.E. � � 3 0 15 0 3 0 6 O = PROJECT ENGINEER R OAD WA Y DESIG1�l � o T 6 %* TOTAL LENGTH PROJECT 17BP.4.R.73 = 0.090 MILES V= 50 MPH E111GI11tEER � a PROFILE (HORIZONTAL) * TTST = 3% + DUAL = 3% LETTIIIIG DATE: GREG S. PURVIS, PE �� aoQ�� ) (� 3 O (� � 2 F U N C C LASS = WAD E A. HARP E R PROJECT DESIGN ENGINEER 0� p� p��Q 11ICDOT C011ITACT: RU RAL LOCAL DIVISION 4 BRIDGE PROGRAM MANAGER PROFILE (VERTICAL) REGIONAL TIER p�E� SIGNATURE: PAVEMENT SCHEDULE PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE SF9.5A, C1 AT AN AVERAGE RATE OF 165 LBS. PER SQ. YD. IN EACH OF TWO LAYERS. PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE SF9.5A, C`Z AT AN AVERAGE RATE OF 110 LBS. PER SQ. YD. PER 1" DEPTH. TO BE PLACED IN LAYERS NOT TO EXCEED 1%2" IN DEPTH. E1 PROP. APPROX. 6" ASPHALT CONCRETE BASE COURSE, TYPE B25.OB, AT AN AVERAGE RATE OF 342 LBS. PER SQ. YD. IN EACH OF TWO LAYERS. PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.OB, E2 AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH. TO BE PLACED IN LAYERS NOT LESS THAN 3" IN DEPTH OR GREATER THAN 5%2" IN DEPTH. T EARTH MATERIAL. U EXISTING PAVEMENT. U MILLING BITUMINOUS PAVEMENT. (SEE MILLING DETAIL) W VARIABLE DEPTH ASPHALT PAVEMENT (SEE WEDGING DETAIL) NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE. � C1 3' MIN. � SURVEY C2 3„ MIN. �j� �/ �� 3" MIN. W: Detail Showing Method of Wedging W VAR. � 4'-5" � TO � 3'-0" 5 �_5 �� ,� FDPS � W C1 0 W � 0.08 0.02 O ORIGINAL GROUND 4:� � ��xY �-� -�_ VARIABLE SEE X-SECT. 3•� T � ��—�. ORIGINAL GROUND GRADE TO E� 9►► THIS LINE SHOULDER DETAIL USE SHOULDER DETAIL IN CONJUNCTION WITH TYPICAL SECTIONS NO. 1& 2: -L- STA. 21 + 38.81 TO -L- STA. 22 + 13.81 LT. & RT. -L- STA. 23 + 16.19 TO -L- STA. 24 + 16.19 LT. -L- STA. 2 3+ 16.19 TO -L- STA. 2 3+ 91.19 RT. * - SEE SHOULDER DETAIL FOR GUARDRAIL LOCATIONS ORIGINAL GROUND 4;1 VARIABLE 3.� ( SEE X-SECT. �-� �-� G RAD E TO ORIGINAL GROUND THIS LINE E2 ORIGINAL GROUND �VARIABLE �� SEE X-SECT. � ORIGINAL GROUND Ground 1►_1►► T 3'-0" ( C� 11'-0" �/) � LINE -L- � 11'-0" POI NT ( C1) ,0.08 � � ,0.02 0.02 , - 3'-0" X� X < --------------- ; E1 U ►► E1 9 ►► g TYPICAL SECTION NO. 1 USE TYPICAL SECTION NO. 1 AS FOLLOWS: -L- STA. 19 + 95.00 TO -L- STA. 21 + 85.00 -L- STA. 23 + 45.00 TO -L- STA. 24 + 70.00 33►_�►► � -L- I 30' —10 ►► 4►_5►► , 1 1'-0" I 1 1►_�►► � 4►_5►► � �: I GRADE POINT 42" 3/2►► MIN. C2 3%2►► MIN. CONCRETE BARRIER I �0.025 , 0.025 � RAIL O O O O O O O O O O O O O O O O O O O O O O 21" CORED SLAB BRIDGE (11 UNITS) TYPICAL SECTION NO. 3 USE TYPICAL SECTION NO. 3 AS FOLLOWS: -L- STA. 22 +13.81 (BEGIN BRIDGE) TO -L- STA. 23 +16.19 (END BRIDGE) 3'-0" * - SEE SHOULDER DETAIL FOR GUARDRAIL LOCATIONS DETAIL A SPECIAL CUT DITCH ( Not to Scale) � o'� ' 'I ��cet D 1 Min. D= 1 Ft. T Front Ditch Slope F ROM —L— STA. 2 0+ 00 RT. TO STA. 2 0+ 80 RT. � �: C1 � LINE -L- 11'-0" � 11'-0" ,0.02 E1> 9►► PO I NT 0.02 , T 4:� 3� GRADE TO THIS LINE 1►_1►► 42" CONCRETE BARRIER RAIL 3'-0" I_ � GRADE TO THIS LINE TYPICAL SECTION NO. 2 USE TYPICAL SECTION NO. 2 AS FOLLOWS: -L- STA. 21 +85.00 TO -L- STA. 22 +13.81 (BEGIN BRIDGE) -L- STA. 23 +16.19 (END BRIDGE) TO -L- STA. 23 +45.00 DETAIL B TAIL DITCH ( Not to Scale) Natural Ground �i .� D d Geotextile Type of Liner = Class B Rip- Natural Ground Min. D = 1 Ft. Max. d = 1 Ft. FROM —L— STA. 23 + 44 RT. TO STA. 23 + 75 RT. 4:� PERMIT DRAWING SHEET 2 OF 6 ORIGINAL GROUND ^_ -� _ -� 31 DETAIL C SPECIAL CUT DITCH ( Not to Scale) Ot G ou d 3• j `l-� d,��et d � Geotextile Type of Liner= Class B Rip-Rap VAR. PROJECT REFERENCE NO. SHEET NO. l7BPe4eRe73 2 ROADWAY DESIGN PAVEMENT DESIGN ENGINEER ENGINEER l��lE]L��][gN � ]�ILA�N� d➢� 1V�7C �T�]E �(� ��N�°1C�gi�°1[`I(�N . 1223 Jones Franklin Rd. Wv � Raleigh, N.C. 27606 ETHERILL License No. F-0377 ENGINEERING Bus: 919 851 8077 _, _ Fax: 919 851 8707 TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN CNIL/5/TE DESIGN - �IS/GPS - CONSTRUCTION OBSERVATION BRID GE # 9500�6 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED V � LINE -L- I VAR. GRADE PO I NT � , EX. � � ! � EX. � .� � � � � � -- �--- --------- -----------� U VAR . 0 - 3►► � V: MILLING DETAIL USE MILLING DETAIL AS FOLLOWS: —L— STA. 19 + 95.00 TO —L— STA. 20 + 45.00 —L— STA. 23 + 45.00 TO —L— STA. 24 + 70.00 ORIGINAL GROUND _ �-_ - �-�-�_ Front Ditch Slope Min. D = 1 Ft. Max. d = 1 Ft. FROM —L— STA. 23 + 75 RT. TO STA. 24 + 32 RT. ROCK PLATING DETAIL RIP RAP FOR SLOPE PROTECTION ( Not to Scale) GUARDRAIL � 18" CL A STONE � 2' THICK CL II RIPRAP ♦� �s �'.Y �.� .r,�� . GEOTEXTILE —�"��F,� Type of Liner= CL II Rip-Rap W/Geotextile NATU RAL GROUND FROM -L- STA. 21 + 75 RT. TO STA. 22 + 15 RT. 1=�OM -L- STA. 23 + 15 RT. TO STA. 23 + 75 RT. . : i :� . • / i 1 1� � OT ' B P.4 . R. 7� re io�c ��I III ■■■■■■■■■■■■■■■■��■■■ ■■■■■■■■■■■■� ■�■■■ ■■��■■��_ ■■■ -l�-- --- '`��•,�"'�'�`��'�': ►�s�.�♦��.�s� ►�♦�e��,��,��,� ►_S_O_�_�A_�_J_� -- ��_��► _��.►�l��l��:, t:�;:�� -" . 1�l�''�1'��t►t,\_: ��7,O�►r's��!��1 �� 1�71 — � -- ' 1��1�- ��i � �ii��i�i�� , � ■ � � N n � /�/�I �i7 - I��I. ��..� �■■� I'%%I � � ; � • � H . �� j'j'I ��i%'/'I i'�'��■ ��.�.. 1'i�'I[�ri,��LTE�Ii�.[4� 1V1�\1.1"1��1::�: � �:�►. ■■■■■■■■�� ■■■■■■■■■■■■■■■ ■■■■■■■■■��■■■■ ��■ �w ��„�7 ��I �E�■i.it'�`.'1�%�:T�:111 ��■■■ ��!I��r11 �11 ■E��'i!l�1I/ L'' ■■I 1 ■�Ir�i■■fl�i�i� il�■■I � ►I'��E��III � 1i ■■■■I � �1i1■■■I��r��■■■11 .t■E�■ /r7�i7■■ ■■■■I 1 �� ;• 1� D OT 17BP.4. R cTe �d _ . i ■■�■■ �� 1 • III BUFFER IMPACTS SUMMARY IMPACT BUFFER TYPE ALLOWABLE MITIGABLE REPLACEMENT STRUCTURE SIZE / STATION ROAD PARALLEL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 SITE NO. TYPE (FROM/TO) CROSSING BRIDGE IMPACT (ftZ) (ftz) (ft2) (ft2) (ftZ) (ftz) (ft2) (ftZ) 1 BRIDGE 22+18 to 22+58 X 514 14 529 2 BRIDGE 22+19 to 22+82 X 655 309 964 3 BRIDGE 23+00 to 24+06 X 51 51 3 BRIDGE 23+00 to 24+06 X 772 505 1277 4 BRIDGE 22+73 to 23+58 X 651 651 4 BRIDGE 22+73 to 23+58 X 108 132 240 TOTAL: 2�s2 960 3712 0 0 0 ! • Water Resources ENVIRONMENTl�L OUALITY PAT MCCRORY Governor DONALD R. VAN DER VAART Secretarv S. JAY ZIMMERMAN Attachment L: Low Impact Bridge Replacement Process Low Impact Bridge Project No.: SF-950056 County Wavne Bridge No. 56 over Great Swamp WBS Element Number 17BP.4.R. 73 D77"eCt07" This project is subject to the Low Impact Bridge Process as agreed to on October 6, 2009. This project meets the documentation requirements and approval procedures under NEPA, as defined by FHWA, for Low Impact Bridge Replacements. This project meets the standards of NCDOT's Minimum Criteria Rules. Date: Mav 2. 2016 Applicant Name: NCDOT Applicant Address: NCDOT Division of Hiqhways P.O. Box 3165 Wilson. NC 27895-3165 Primary Contact for Project: Chad Coqqins Phone No.:(2521296-3529 Is this an after-the-fact application River Basin: Neuse Stream Classification: C Sw NSW Yes X No Regulatory Authorization Options for this Activity Federal: USACE Nationwide General Permit 3— Maintenance State: General Water Quality Certification #3883 and/or Buffer Authorization Local: None Project Description — NCDOT proposes to replace Bridge #56 which is currently a 4 span 69' x 25' bridge with a 2 span 100' x 30' bridge over Great Swamp. All storm water is directed to a dissipater pad in the SE quadrant outside of Buffer Zone 2. There are 2752 square feet of impacts to Buffer zone 1 and 960 square feet of impacts in Zone 2 that will be associated with this project. Si nature: � �� 9 Print Name: Chad Coqqin State ofNorth Carolina IEnvironmental Quality I WaterResources 1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Phone:919-807-6300