The URL can be used to link to this page

Home My WebLink About20190507 Ver 1_Sampson Bridge 133 Courtesy Notification_signed_20190418.SCA�TE� d ��„ H� �� Y� - ��'� F y��avW.w o'n� STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION ROY COOPER GOVERNOR April 18, 2019 Brad Shaver, NCDOT Coordinator Wilmington Regulatory Field Office US Army Corps of Engineers 69 Darlington Avenue Wilmington, NC 28403 JAMES H. TROGDON, III SECRETARY Joanne Steenhuis, NCDOT Coordinatar NC Department of Environmental Quality Division of Water Resources 127 Cardinal Drive Ext. Wilmington, NC 28405 Subject: Courtesy Notiiication for Section 404 Nationwide Permits 3 and Section 401 General Certifications 4132 for proposed replacement of Bridge No. 133 over Caesar Swamp on SR 1002 (Dunn Road) in Sampson County. WBS No. 17BP.3.R.64 Dear Mr. Shaver and Ms. Steenhuis: The North Carolina Department of Transportation (NCDOT) is proposing to replace Bridge No. 133 over Caesar Swamp on SR 1002 (Dunn Rd.) in Sampson County. The existing 3 span - 52 ft. bridge will be replaced with two span - 95 ft. bridge. A preliminary jurisdictional determination (PJD) was acquired on this project on June 27, 2017 and the project was assigned Action Id No. SAW-2015-01256. Impacts associated with the bridge include 0.008 acres of permanent wetland impacts (iill and mechanized clearing) and 0.004 acres of beneficial excavation to match adjacent floodplain. The project also includes 0.296 acres of temporary impacts (hand clearing) for aerial utility work. Most of this utility corridor is in early succession from cutting in the past. There are no other utilities that need to be relocated on this project. There is an underground STAR communications line that is in conflict, but it is going to be retired and abandoned. The attached permit drawings and utility plans provide more details on the proposed impacts. Regulatory Approvals Section 404 Permit: NCDOT is proposing to construct this project under the conditions of Nationwide 3. Based on the current design and impacts, notiiication requirements are not applicable for this project and written approval from the USACE is not required. NCDOT will abide by all conditions listed in NW 3, and will include a copy of the certifications in the permit package and/or contract. Section 401 Permit: The associated 401 General Certification 4132 will also apply to this project. Notification thresholds ar circumstances for these certifications are not applicable to this project therefore written concurrence from the Division of Water Resources (DWR) is not required. NCDOT will abide by all conditions listed in GC 4132, and will include a copy of the certiiications in the permit package and/ar contract. Mailing Address: NC DEPARTMENT OF TRANSPORTATION DNISION OF HIGHWAYS 5501 BARBADOS BOULEVARD CASTLE HAYNE, NC 28429-5647 Telephone: (910 341-2000 Fax: (910) 675-0143 Customer Service: 1-877-368-4968 Website: www.ncdot.gov Location: 5501 BARBADOS BOULEVARD CASTLE HAYNE, NC 28429-5647 If you have any questions or need additional information, please feel free to contact me. Sincerely, �� Digitally signed by Mason Herndon DN: cn=Mason Herndon, o=NC Department of Transportation, ou=Division 3, email=tmherndon@ncdot.gov, c=US Date: 2019.04.18 15:07:14 -04'00' Mason Herndon NCDOT Division 3 Environmental Program Supervisor ec: Kristi Lynn Carpenter, Division of Water Resources Enclosures � ��t1W1Y North Carolina Department of Transportation Storin�vater ,,.,.,..,, Highway Stormwater Program �� STORMWATER MANAGEMENT PLAN — (Version 2.07; Released October 2016) FOR NCDOT PROJECTS WBS Element: 176P.3.R.64 TIP No.: SF-810133 County(ies): Sampson Page 1 of 2 General Project Information WBS Element: 176P.3.R.64 TIP Number: SF-810133 Pro'ect 7 pe: Brid e Re lacement Date: 1/10/2019 NCDOT Contact: Robert T. Turnbull, Environmental Services, Inc. Contractor I Desi ner: HNTB North Carolina, P.C. / James A. B rd, PE Address: 4901 Trademark Dr. Address: 343 E. Six Forks Road Raleigh, NC 27610 Suite 200 Ralei h, NC 27609 Phone: 919 212-1760 Phone: 919 424-0437 Email: rturnbull esinc.cc Email: 'ab rd hntb.com Cit /Town: Godwin Count ies : Sam son River Basin s: Ca e Fear CAMA Count ? No Wetlands within Project Limits? Yes Pro'ect Descri tion Pro'ect Len th lin. miles or feet : 0.12 Surrounding Land Use: Rural and Agriculture Proposed Pro'ect Existin Site Pro'ect Built-Upon Area ac. 0.6 ac. 0.3 ac. Typical Cross Section Description: 2- 10' asphalt paved lanes with 8' paved shoulders and 1.5' grass shoulders. There are 2- 10' paved lanes with grass shoulders. There are no existing roadside ditches at this no proposed ditches in this project. site. Annual Avg Daily Traffic (vehlhrlday): Desi n/Future: 660 Year: 2035 Existin : 330 Year: 2015 General Project Narrative: State project 176P.3.R.64 involves the replacement of Sampson County Bridge #810133 on SR 1002 (Dunn Road) over Caesar Swamp. The existing bridge consists of 1@ 17' (Description of Minimization of Water 3", 1@ 17'-0", and 1@ 18'-0", reinforced concrete (RC) deck on timber joists, timber caps, timber piles. It is to be replaced with a 1@ 55' - 0" 24" cored slab, 1@ 40' - 0" 21" Quality Impacts) cored slab , with 2' - 6" end bent caps (95' total length, 33' total width) at the same location. This project includes rowadway improvements 0.05 miles north east of the bridge and 0.05 miles south west of the bridge. The proposed bridge does not contain deck drains. All storm water from the bridge and approaches will be collected by a strom drainage system and discharge into a Rip-Rap Pad in the southeast quadrant at -L- 16+53 RT. There are no roadside ditches on this project. Waterbody Information Surface Water Body (1): Caesar Swamp NCDWR Stream Index No.: 18-68-1-17-4-(2) NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: Swamp Waters (Sw) Other Stream Classification: Impairments: Aquatic T&E Species? Comments: NRTR Stream ID: Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? Yes Deck Drains Discharge Over Buffer? No Dissipator Pads Provided in Buffer? No 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, justifij in the (If yes, provide justification in the General Project Narrative) General Project Narrative) / °� I-li€;hW�ty North Carolina Department of Transportation � STormwater �� ,,,,..,,,,, Highway Stormwater Program STORMWATER MANAGEMENT PLAN — (Version 2.07; Released October 2016) FOR NCDOT PROJECTS WBS Element: TIP No.: SF-810133 County ies : Sam son Pa e 2 of 2 Preformed Scour Holes and Energy Dissipators Station & Coordinates Drainage Pipe/Structure BMP Sheet (Road and Non Road Surface Energy Dissipator Area Conveyance Dimensions Q10 V10 Associated w/ No. Pro'ects Water Bod Type Riprap T pe ac Structure (in) (cfs) (fps) Buffer Rules? 4 -L- 16+53 RT (1)Caesar Riprap Energy Class'B' 0.1 Pipe 15 0.5 2.5 N/A 35.137354\-78.538140 Swamp Dissipator Basin Additional Comments ` Refer to the NCDOT Best Management Practices Toolbox (2014), NCDOT Standards, the Federal Highway Administration (FHWA) Hydraulic Engineering Circular No. 14 (HEC-14), Third Edition, Hydraulic Design of Energy Dissipators for Culverts and Channels (July 2006), as applicable, for design guidance and criteria. � �O . � . � � � '� ., � V W O "r�l � � � � I N O O V A •� � V � � O V L . � � � _ �� 2 � �' �� o,� ��m � ,� � e� Q ,_ VICI11lITY MAP OFFSlTE DETOUR ��1�'d�°I�� °° �C��°I�1�--� �`°�� I��]I�,II�� ° �� SAMPS01� CO U1�TY LOCATI0111: REPLACE BRIDGE N0.133 OVER CAESAR SWAMP ON SR I002 (DU1VN ROAD) TYPE OF WORK: GRADI11lG, DRAl11lAGE, PAVING AND STRUCTURE WETLAND AND SURFACE WATER IMPACTS PERMIT -L- POT STA 14+30.00 � T� � ,. �L—VPOT STA 77+72.19 , , i y + ' . ` ` :1 � , � ' ' _ ' . 15 � I . i . ' _ � , y � ' S — y � ` ` i. 1 . � � . 1... � 1�� 1 1 I � , � , 1 4.. .1 �- . 1 . . � i 1 y i . L��' i i t 1 1 . �'�-_ _ _ 1—. e_ 1 1— —w�.:— = wl. �-- e� — 1_ __,.11 � •_ —rA --wi[—_ _-- �wla--_ wa—_ ro SR 1454 SR 1002 (DUNN ROAD) � � — r ,- •� - - t- _ 5 �.v - - - ,- - - - - , _ � , _ _ , � 1 __ ` _ . � / -r a 1 r � i � i � � � � '° � "`:: � � � ' � � � � � � , , , - �- � � � � ' � , � ` � � . i �� } , 1 � 1� � � � END PROIECT 171 ' ' -L- POC STA 20 + BEGIN BRIDGE � '� -L- POT $TA 76+74.81 T� SR 1470 NOTES: l. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY MODIFIED METHOD III. 2. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. I �� P GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Prepared in tl� Office of: HYDRAULICS ENGINEER �INTB HNTB NORTH CAROLINA, P.C. ADT 2015 = 330 RaleighS1NorthkCaRoltlnaS27609200 S� 25 � SO ��0 �� u��c��r� NC LiCenSe No: C-1554 ADT 2035 = 660 �� K = � O % 2018 STANDARD SPEG7FICATIONS �� o � PLANS D= 60 % LENGTH OF ROADWAY PROJECT 176P.3.R.64 = 0.099 MILES DOUGLAS M. WHEATLEY, PE I'E. 0 y,, � PROJECT ENGINEER SfGNATURE: w�i �_ 50 25 0 50 100 T= 6 %* LENGTH OF STRUCTURE PROJECT 17BP.3.R.64 = 0.018 MILES RIGHT OF WAY DATE: � � V= 60 MPH DECEMBER 12, 2018 ROADWAY DESIGN Q�,�� PROFILE HORIZONTAL ROY TELLIER, PE ENGINEER �� ( ) * TTST =2% DUAL 4% TOTAL LENGTH OF PROJECT 17BP.3.R.64 = 0.117 MILES Yxo�Ecr nEslcx ENcmEen �� ,� 10 5 0 10 20 FUNC CLASS = LETTING DATE: � p�� MINOR COLLECTOR OCTOBER 3, 2019 DAVID LEONARD, PE PROFILE (VERTICAL) SUB—REGIONAL TIER xcnoT coxrACT PE SIGNAT(IRE: WETLAN D& STREAM IMPACTS G�INTB HNre noar�f Cnao�inn, a.0 PROIECT REFERENCE NO SHEET NO. 343 E. Six Forks Poatl, Suite 200 Pd1EigM1, No�ttl oa�o�>�a 2�609 17BP.3.R.64 4 mc �icense No: c-issa SCALE 1" = 20' ww SHEEf NO. � ROADWAY DESIGN HYDRAULICS , _ ' � /�� -/',� �/t �� ENGINEER ENGINEER � � END PRO FCT 17BP.3.R.64 -L- I'OC STA 20 + 50.00 O N '" EXCAVATION IN WETLANDS = <0.01 Ac /33 SF SCALE 1" = 20' i�� FILL IN WETLANDS = <0.01 Ac /181 SF Wl j,�_,QCKy;>, MECHANIZED CLEARING IN WETLANDS = 0 Ac/0 SF PERMIT DRAWING EXCAVATION IN WETLANDS = <0.01 Ac/103 SF � HAND CLEARING IN WETLANDS = 0.16 Ac/6982 SF SHEET 2 OF 4 FILL IN WETLANDS = 0 Ac /0 SF r MECHANIZED CLEARING IN WETLANDS = 0 Ac/0 SF BM2 � END COlVSTRUCTION HAND CLEARING IN WETLANDS = 0.14 Ac /5891 SF -1,- P�C STf� 21 + j3..i6 i - ' � � � , '� _ i: � ` , `� � . < < . � ' � � - �� , � � � V � �s � � � g;,n, � � (. � � � - , � � i . � � - � ` _ , - � �'� - PUE f � i t-i. � -- i� 1 - i_ _ � -�`L i - �� : , �� ef. . „� , --mcs �w�i.� PU�. . .r - . -- F ----------- — �� ,�-' �-------------- F .- � _ ;� -- '>" . . _ _-- _ _ __ __—_ _ - _ - — - - _ - _ _ . i ;' —_—__—___ � —__--_ _--� . � . "-- - � F -- �"�-i -� -"''=- ';. �«:. �5 5� _ -- --- w�r,---_� — . F 1 _ _ _ -r Z � 1 ...� 1 � :� i aEGiAL 58G STj_A. - i F� _�u� ��-� 1'� -.Zn.. i � y -L- 16+51.0 (LTiRT) � � �.;`� "' j_ � �� a "� � � � ` 1 � � � .:. CLASS '8' RIP-RAP J � y 5.� , wL EXCAVATION .L �- � � �- i � ., BEGIIV CO[VSTRUCTION 1 1 � � ' esr`i roNs 1 i 1 ' ' t` � � ut�ir 1�+'a.� � i 1 1 -L- POC S�A 1.3+ZS.SJ �� E5T.5 SYGF � � 1 .� BL2 � � yp �� I'' � �Ir 1� � ".'O / ic S" :k � -'��4� i�I�L'Md> I JACiC�ON I� } 1� CHff Y� P. . O�.'v�CH 1 . 1 3 �A��, �, �a��_,oN I � �i �� o 1 ;. nc��ai nn�i�rrr r�on � n �n _ . -L- POT STA 14+30.00 � i � W2 ,� ,i.—�,��, �� ; � , EXCAVATION IN WETLANDS = <0.01 Ac /23 SF � �� FILL IN WETLANDS = 0 Ac /0 SF � MECHANIZED CLEARING IN WETLANDS = <0.01 Ac /164 SF $CALE 1" = 20' NOTE: ALL DRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTED ON THE PLANS �- � . . �_._. ;;�, , t��,�� 160 150 140 130 120 110 � s � 100 � �� , "� 11 + 00 � ' BM#2 -L- STA 15+30.97, 45.81' LT = RR SPIKE IN 15" GUM T = ELEV. = 141.97' : ;-. 'i- �. _ � �r ..L.- . . �: T . ._._.. :: . . . . . . . . . :- '- _ '_ :_. � __-_i ---'-- ------ ----- -J— _;_ .. - T �,� __ _.. �_ - --- - , ___ a��-_ � � -- — t � _ __--�------ -- �y� �'i__ i. —. I. .i �' i �.��— ..i ._ ..... � �L� —�1��. :.�. L� . 1L: _ 11L-._ . �_,L_:�1,�__ __. .�_:-�1 .. � . � r: _- � t.- _ t i.:� t i�-:� 7 r rt-[: ,__—,_ � � i �_. u i_ �,--- �, __ � �C-: � :i-i_:_ri _��_r�� --T,-rr�- T; _1?: .;.: � LL- t I_L-�t -LL _�_�-. i—'=-. u. —'=- 1 ii_�_ i ii__ r` ��_r � ' L_ L. _ �L� �_�_._I i�u- �� ii_i_. _t;: :.__�i.:: _Tt=.i�:- ,.. ::i:st .�:: 12+00 13+00 14+00 15+00 16+00 W4 EXCAVATION IN WETLANDS = 0 Ac /0 SF FILL IN WETLANDS = 0 Ac /0 SF MECHANIZED CLEARING IN WETLANDS = 0 Ac /0 SF � MATERIAL TO BE REMOVED : : -- r� -��,��,T� ��- 1 ,L0�1 ` �P �$ _ �P . -- - � -- LEGEND �DENOTES EXCAVATION IN WETLAND �DENOTES FlLL IN W ETLAND �DENOTES MECHANIZED QEARING � �DENOTES HAND CLEARING SKETCH OF BRIDGE IN RELATIONSHIP TO PAVEMENT NTS _ BEGIN SBG END $BG � , -L- STA 16+� +/- RTiLT -L- STA 16-51-/- RTiLT� �PE I TYPE 8:1 � GREU TL-3 III , i III GREU TL 3 r 8:1 iEU TL-3 irrt / i ) P GREU TL-3 TAPER III ; ROACH SLAB �`'> >`� �II END APPROACH SLAB -63.93 -L-STA 17+83,07 EGIN BRIDGE � �' END BRIDGE - STA 16+74.81 -L- STA 17+72.19 �—�_ . _ . .-- - - -- --- -- - BM#1 L- STA 19 + 09.17, 23.78' LT R SPIKE IN 30" GUM LEV. = 145.9P —T� � � � —T� -�� T � � _ - —� � �_ -� _ � _r—= � - — --�- �P_�______— _ _ . _: --�'t�._��4� i. ;. I I '_LL L � �11�1___. � �L� �� i i 1�'i i L�11 L� i i � � � �� i _1t..I.= il..i:_: tr�� i-q7r�L7-� 7_�r_� i-r��-r�,-r_i ._� rr_:�r ��rr_:-r_r�� ri :-r_r--! ri :-r_r-i� r�:-r_r��zC��r':_=�rr-r_r�7�� ri ._!ri . i rr 17+00 18+00 19+00 20+00 21+00 22+00 BRIDGE HYDRAULIC DATA DESIGN D15CHARGE = 1300 CFS DESIGN FREQUENCY = 50 YRS DESIGN NW ELEVATION = 143.4 FT BASE DISCHARGE _ l8/0 CFS BASE FREOUENCY = l00 YRS BASE HW ELEVATION = 1445 FT OVERTOPPING DISCHARGE _ �2200 !+l CFS OVERTOPPlNG FREQUENCY= �500 �+1 YRS OVERTOPPING ELEVATIDN = 145.97 FT DATE OF SURVEY = 04/23/20/8 WS. ELEVATIDN AT DATE OF SURVEY =�39� FT 23+00 24+00 160 150 140 130 120 110 100 1:7[ �.�7[ I I' I I I� �iI I�71 7�I 7tl 1tL �I: tL II=1 �I 7t I ili � i i � i i i� i. 1� i.� � i ! � �.: �i i i i ��1 �� i �` t: ��It 11:iL�lt.� i-L�lt:�ii �It: i:i � 1iLr. �11iLr �i:1iLr;�i1 Lr tlt�'Li1�i' i � � j�+-�i �� —�-�� ."—ti-�=-!--` ��-+" _ WETLAN D& STREAM IMPACTS G�INTB HNre noar�f Cnao�inn, a.0 PROIECT REFERENCE NO SHEET NO. 343 E. Six Forks Poatl, Suite 200 Pd1EigM1, No�ttl oa�o�>�a 2�609 17BP.3.R.64 4 mc �icense No: c-issa SCALE 1" = 20' ww SHEEf NO. � ROADWAY DESIGN HYDRAULICS , _ ' � /� -/',� �/t �� ENGINEER ENGINEER � � END PRO FCT 17BP.3.R.64 -L- I'OC STA 20 + 50.00 O N "' EXCAVATION IN WETLANDS = <0.01 Ac /33 SF SCALE 1" = 20' �� FILL IN WETLANDS = <0.01 Ac /181 SF W� ','!= n JALKSO�d MECHANIZED CLEARING IN WETLANDS = 0 Ac/0 SF PERMIT DRAWING EXCAVATION IN WETLANDS = <0.01 Ac/103 SF � HAND CLEARING IN WETLANDS = 0.16 Ac/6982 SF SHEET 3 OF 4 FILL IN WETLANDS = 0 Ac /0 SF r MECHANIZED CLEARING IN WETLANDS = 0 Ac/0 SF BM2 � END COlVSTRUCTIOIV HAND CLEARING IN WETLANDS = 0.14 Ac /5891 SF -1,- P�C STf� 21 + 33..i6 � - : � � � � � � - � = , , � _ s� , �.�' _ _ � � A �j5 - , _ �� j� _ �M� �� ,�� i ` � � i. i ` � PUE ---1 �' i � i. - 1 -_ i : , � Y � - �c., � - � �P ��1� �� ' '' ,, ; � I � ��I =mce- -w�e..- PU� ` _ , -' � - - . . _ - _ . ' I . , .. - F - - �� _ , _ _ �p. � -------_ �-I, � '--------------- F - . - - --- -. -._ � . - - - - ;:; �°--- - - - - _ . - . - - _ - � ' .. . . � -_ . LEGEND a� � :�' . _ ___ -_� _____ _ -- __--_ _-_� F _ __-___- _._ � IN ETLAND VATION - � _ � DENOTES EXCA . . _ _ _ l - F . _ _�_- _� _ v , -- _' Z � C � _ _ _ . P ._ -. . __ . _ i - U i� �,r DENOTES FlLL IN �_ �- �..� y ; .� �EGIAL SBG STj_A . '_ S �Y `' S � _ '-1 } � � � � _- � . � WETLAND -L- 16+51.0 (LTiRT) i , � ; �� 1 � �c r v�l � 1 . . i � 1 i � 1 �,�_ 1 i y � � i � � ^: _ � � DENOTES MECHANIZED l. 1 � .�. CLASS '8' RIP-RAP1 1 . � 1�5�� W�"��,_ � y EXCAVATION L � � � �- 1 � _. �'� y_.-. � � CLEARING rr1V COI��STRUCTION ��- � '� EST.`i TONS �- 1 � \ '- UF�IT (iWP./.� i 1 � ��. 1 ' .cav� � ,�r;��.. � DENOTES HAND POC STA I.3+ZS.SJ �� r E5T.5 SYGF � y � /��, � :k � � � � � ,� - � CLEANING � BL2 I, i✓s � 1 s� i � � � `- l,�` '� CHERY� A �Ac ,d ' SKETCH OF BRIDGE IN RELATIONSHIP TO PAVEMENT u � �i:> � �rsou � .,,A�I� f \ ,.��.�ON li � �- Y iJT$ _ � � � I t '' . BEGIN SBG �L-�STA �b+� +/- RTiLT I -L- STA 16-51-/- RTiLT� �PE I TYPE � ��p�R GREU TL-3 III = � lAPER I� g�1 III GREU TL3 8,1 4 r��ar nnni�nT i�nn � n�.a 1_ � O i i; _ 1�+ �� „ i o� -L- POT STA 14+30.00 / _ , W2 �! � - � EXCAVATION IN WETLANDS = <0.01 Ac /23 SF � I� FILL IN WETLANDS = 0 Ac /0 SF �� MECHANIZED CLEARING IN WETLANDS = <0.01 Ac /164 SF $CALE 1" = 20' NOTE: ALL DRIVEWAY RADII ARE 10' UNLESS OTHERWISE NOTED ON THE PLANS �- � . . �_._. ;;�, , t��,�� 160 150 140 130 120 110 � s � 100 � �� , "� 11 + 00 � ' BM#2 -L- STA 15+30.97, 45.81' LT = RR SPIKE IN 15" GUM T = ELEV. = 141.97' : ;-. 'i- �. _ � �r ..L.- . . �: T . ._._.. :: . . . . . . . . . :- '- _ '_ :_. � __-_i ---'-- ------ ----- -J— _;_ .. - T �,� __ _.. �_ - --- - , ___ a��-_ � � -- — t � _ __--�------ -- �y� �'i__ i. —. I. .i �' i �.��- ..i ._ ..... . � .,......I. .. . �L� —�1� _. . _ . . . 1 L: _ 1 1 L: ._ . 1_ 1.L_ .JJ111._. . __ . .. �.I . ._I �. ... - �.. I ... . . � r: _- � t.- _ t i.:� t i�-:� 7 r rt-[: ,__—,_ � � i �_. u i_ �,--- �, __ � �C-: � :i-i_:_ri _��_r�� --T,-rr�- T; _1?: .;.: � LL- t I_L-�t -LL _�_�-. i—'=-. u. —'=- 1 ii_�_ i ii__ r` ��_r � ' L_ L. _ �L� �_�_._I i�u- �� ii_i_. _t;: :.__�i.:: _Tt=.i�:- ,.. ::i:st .�:: 12+00 13+00 14+00 15+00 16+00 W4 EXCAVATION IN WETLANDS = 0 Ac /0 SF FILL IN WETLANDS = 0 Ac /0 SF MECHANIZED CLEARING IN WETLANDS = 0 Ac /0 SF � MATERIAL TO BE REMOVED : : -- r� -��,��,T� ��- iEU TL-3 irrt / i ) P GREU TL-3 TAPER III ; ROACH SLAB �`'> >`� �II END APPROACH SLAB -63.93 -L-STA 17+83,07 EGIN BRIDGE � �' END BRIDGE 16+/4.251 -L- SIA I/+/L.IY �-�_ . _ . .-- - - -- --- -- - BM#1 L- STA 19 + 09.17, 23.78' LT R SPIKE IN 30" GUM LEV. = 145.9P —T� � � � —T� -�� T � � _ - —� � �_ -� _ � _r—= � - — --�- �P_�______— _ _ . _: --�'t�._��4� i. I I 'i LL L '� 1 1 �1__.. � �L� �� i i 1�'i i L�11 L� i i � � � �� i _1t..I.= il..i:_: tr�� i-q7r�L7-� 7_�r_� i-r��-r�,-r_i ._� rr_:�r ��rr_:-r_r�� ri :-r_r--! ri :-r_r-i� r�:-r_r��zC��r':_=�rr-r_r�7�� ri ._!ri . i rr 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 160 150 140 130 120 110 100 BRIDGE HYDRAULIC DATA DESIGN D15CHARGE = 1300 CFS DESIGN FREQUENCY = 50 YRS DESIGN NW ELEVATION = 143.4 FT BASE DISCHARGE _ l8/0 CFS BASE FREOUENCY = l00 YRS BASE HW ELEVATION = 1445 FT OVERTOPPING DISCHARGE _ �2200 !+l CFS OVERTOPPlNG FREQUENCY= �500 �+1 YRS OVERTOPPING ELEVATIDN = 145.97 FT DATE OF SURVEY = 04/23/20/8 WS. ELEVATIDN AT DATE OF SURVEY =�39� FT 1:7[ �.�7[ I I' I I I� �iI I�71 7�I 7tl 1tL �I: tL II=1 �I 7t I ili � i i � i i i� i. 1� i.� � i ! � �.: �i i i i ��1 �� i �` t: ��It 11:iL�lt.� i-L�lt:�ii �It: i:i � 1iLr. �11iLr �i:1iLr;�i1 Lr tlt�'Li1�i' i � � j�+-�i �� —�-�� ."—ti-�=-!--` ��-+" _ WETLAND AND SURFACE WATER IMPACTS 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) 1 L Sta. 14+30 to Sta. 20+50 21" / 24" Cored Slab Bridge 0.004 0.004 0.004 0.296 TOTALS*: 0.004 0.004 0.004 0.296 *Rounded totals are sum of actual impacts NOTES: Permanent Fill in Wetlands: 181 SF Excavation in Wetlands: 159 SF Mechanized Clearing in Wetlands: 164 SF Hand Clearing in Wetlands: 12873 SF Revised 2016 09 09 yl � �O . � . � '1 � � . . � V W 0 � � � � IIlI�I 'C.k.]FD. N�. SHEET n�. 17BP.3.R.64 UO-Ol� NOTE: ALL UTILITY WORK SHOWN ON THIS SHEET WILL BE DONE BY OTHERS. NO PAYMENT WILL BE MADE TO THE CONTRACTOR FOR UTILITY WORK SHOWN ON THIS SHEET. 1�1f31EIl,d�i[dr.A�1E�7Y 1�1L�N� DO rOT U56 POR CONSTRI'CTION G �� v� r, � � � �, 9� o, � �t � r`,�n u � , ,-,a ��ni �� r��c� ��.�11°�'1� �l_F �� I��' I��II ��°�,`�J��1�� II��I��l��' c � I�� 1I��l�l �� UTILI TIES B Y O THER S PLA1�S SAMPS011t COU1�lTY LOCATI0111: REPLACE BRIDGE 1110.133 OVER CAESAR SWAMP O1V SR 1002 (DU1�11t RD) TYPE OF WORK: RELOCATE POWER AND PH0111E � �� ' 1RB#'3.51/.B0' +30.00 �� EN �P - �. —L—yPOT STA 17+71+/— � � ` �- � � � � � r � � �- � i ' r � �j5�� s ` i ` � ' � ` i i � � i � .a i e. � � � � � � r � � � i � W i i � 4� � r �, � � � � i k � :� _.. � k 1 1 1 .. � 1 ___- 1 -�..,,, _ ._. 1 1 — _—_--- i — .'-�'-• 1 -�.n 1 _ __ '_ .'q�' 1�. � � � .f. 1. E---- TO SR 7454 r i I. � 1 y Y � i 'x i l i 1- ; __1 _ � 1_ 1 i . i� Y 1 * t� � Y� i 1 1 � r t ; � �, :h. } 'Y '1 �. 'y '- 1 � �- 1 } SHEET NO.: GRAPHIC SCALES 50 25 0 50 100 PLANS 50 25 0 50 100 PROFILE (HORIZONTAL) 10 5 0 10 20 PROFILE (VERTICAL) UO-02 y E �o—� ,-,__— y+ �` �-, �( \��1`�� J t � 1 1 i � -. \ 1 � i� a' � ` 1 � 1 x 1 } k � 1 L � �i- , ( � �"`�. ) � � s E � �� x � y � E1VD PROIECT 171 �, 1 � Y,_ -L- POC STA 20 + --'-t -- -- --TO _ "-� SR 1470 F- ` i � ,1 --- — --- i UBO PLAN SHEET UTILITY OWNERS WITH CONFLICTS (A) POWER - DUKE ENERGY (B) PHO1VE - STAR COMMUIVICATIONS PREPARED IN THE OFFICE OF: — M A En ineerin S98Ea�"ha�ha"'SL`ee`-S°"e"' G� 9 9 �,�Y.N� z�5„ // Phone' 919.297.0220 Fax: 919.291.0221 //� Consultants, �n�. NCLicense:F-0160 WEBB WHITE UTILITY PROJECT MANAGER STEVE DAVIS PROJECT UTILITY COORDINATOR LONNY SLEEPER PROJECT UTILITY ENGINEER INDEX OF SHEETS DESCRIPTIOIV: TITLE SHEET - � \"� - e• - DIVISION OF HIGHWAYS DIVISION 03 DIV ADDRESS ssorsasDaDos eLin CASTLE HAYNE, NC 28429 DEREIZ PIELECH BRIDGE PROGR.9M MANAGER DIVISlON 3 PROJECT REFERENCE N0. � SHEET N0. 17BP.3.R.64 UO-2 UTILITIES BY OTHERS POWER: DUKE ENERGY PHONE: STAR COMMUNICATIONS CONTACT: JIMMY SHARPE CONTACT: JOSEPH ANDREWS 919.573.6696 910.385.7836 JGSHARPE@UCSENG.COM JANDREWS@STMC.NET �� :g NOTE: ALL PROPOSED UTILITY WORK SHOWN ON SHEET WILL BE DONE BY OTHERS. NO PAYMENT WILL BE MADE TO THE CONTRAC FOR PROPOSED UTILITY WORK SHOWN ON SHEET. fHIS fOR fHIS �� P 1�11 O $ �P � / � i � � O �� - �, 2 � ,=:', FF��s;�u.: �� Foo.00 -�- ! � �� r��,� 4,�A r-e�N �'I - 40.00' LT �� +00.00 -L- +50.00 -L- s�� `��w 40.00' LT � +61.86 -L- � 30.00' LT ! � 30.00' LT � / �� %�/t/�� 1 � i � � � � �j5 � �� r � � - , � . , � y , � � . � ' , I � i s � � _ _ � _ ' � i � � " ' � tiEs�� _ � Paad o�� Pow ��NEs Paoo o�� PaN �� I' � � me_PF =PPYLLLdES�- _ . . . - _ -_ _ H��aOw��ixEs 1 � i L _ _ - • - L —REM - ,.., - _ __—,,.._ _ - ' _ � _ _ � ; -- � - -- -- _.�_ - - — - - � _, , -_. , - � . — --__ "- -- �F' It ;�IfNN ��IN71 _� _ � A.P�IFILT �—�—� � — I � �,� _ ----�I_ � _ - -- __-_."_-___ . . - � _ - � , � y I — _ -_ l -- 4 'L �� .�.- .f� . v . _ � . � _ � , � ,�� v �, � _" - z — - �- � F E I!" � I _�I . ;-� � 1 - r � _ _ � � � - `. . , � - -'-`—T�'l,-� - -- � � � � � �ABANDONED ' REM- ` ��i� . Q'�" �w -r- �iEfv1 ABAf�1DONEb - ' � � � ��' 1=1 �� r . � _ _ �;�� k � � ` � � � , ;, _ � 1 , ,_ � � _ — = �`' � � } — - , ' '_ — '_ � � I� — STAR COMMUNICATIONS TO RETIRFIABANDON EXISTING COPPER LINE AND PEDESTALS. — STAR COMMUNICATIONS TO CONNECT EXISTING CUSTOMERS TO FIBER LOCATED OUTSIDE PROJECT LIMITS. ., _ ` . � � , y - ^ i_HERrL A JACh50N ` - s � �� . '�, � � � s 1 i 1 � \ ,.-:LI.- I ..� } � i i � . . '.. . � . � \, � SHGItYL A JACKSVN � � � I — STAR COMMUNICATION WILL NOT REQUIRE ANY RELOCATION WITHIN PROJECT LIMITS