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Home My WebLink About20170941 Ver 1_SF530023_Permit Drawings_SURFACE WATER_2017_07_19 Revised_20170731Hi�;hWay North Carolina Department of Transportation � Stormw�ter M ,,,,,�„�,,, Highway Stormwater Program �_� STORMWATER MANAGEMENT PLAN (Version 2.07; Released October 2016) FOR NCDOT PROJECTS WBS Element: SF-530023 TIP No.: 176P.2.R.74 County(ies): Lenoir Page 1 of 1 General Project Information WBS Element: SF-530023 TIP Number: 17BP.2.R.74 Project Type: Brid e Replacement Date: 5/15/2017 NCDOT Contact: Hon Yeung Contractor / Designer: Richard A. Moore, PE, McKim & Creed Address: p0 Box 1587 Address: 243 North Front Street 105 Pactolus Highway Wilmington, NC 28401 Grenville, NC 27835 Phone: 252-439-2800 Phone: 910-343-1048 Email: hf eun ncdot. ov Email: ramooreCa�mckimcreed.com Cit /Town: Kinston, NC Count (ies : Lenoir River Basin(s): Neuse CAMA Count ? No Wetlands within Project Limits? Yes Pro'ect Descri tion Pro'ect Len th lin. miles or feet : 600 feet Surroundin Land Use: Residential, Agricultural, Undeveloped Pro osed Pro'ect Existin Site Pro'ect Built-U on Area ac. 0.4 ac. 0.4 ac. Typical Cross Section Description: The bridge replacement is proposed to be a two (2) span 21" cored slab bridge: 1@ 45' The existing bridge has a concrete wearing surface on three (3) spans: 1@ 15'-7", 1 and 1@ 55'. The replacement will be along the current existing roadway alignment in Qa 15'-3", and 1@ 15'-6". The bridge deck is reinforced concrete on timber joists on the same location. 33'-0" bridge width with 30'-10" clear roadway. 2-11' lanes 2% slope timber caps and timber piles. The existing clear roadway width is approximately 30 with 4.5' shoulder. feet with a deck width of 31.5 feet. 2-10.5' lanes with 5.5' shoulder. Annual Avg Daily Traffic (veh/hr/day): Desi n/Future: N/A Year: Existin : 530 Year: 2012 General Project Narrative: This bridge replacement project is located to the southeast of Kinston, NC and is in the Neuse River Basin. The total project length is 600 feet along the existing SR1905 (Descriptian of Minimization of Water roadway alignment. The project is located within a 4.7 square mile Strawberry Branch drainage area which has a classification of C;Sw,NSW. The projecYs drainage system Quality Impacts) consists of two (2) proposed catch basins that direct runoff to the wetlands through a pipe network to an outfall. A rip rap pad is proposed at the pipe outlet to provide diffuse flow before runoff enters Buffer Zone 2. The outfall and rip rap pad are located on the down slope side of the bridge and outside of the wetlands limits. Waterbod Information Surface Water Body (1): Strawberry Branch NCDWR Stream Index No.: 27-80-7 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Su iemental Classification: Swam Waters (Sw) (NSW) Other Stream Ciassification: None Impairments: None A uatic T&E S ecies? No Comments: NRTR Stream ID: N/A Buffer Rules in Effect: Neuse Project Includes Brid e S anning Water Bod ? Yes Deck Drains Dischar e Over Buffer? No Dissi ator 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, justify in the (If yes, provide justification in the General Project Narrative) General Project Narrative) WETLAND AND SURACE 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) (tt) (ft) (ft) 1 12+74 TO 16+80 21" CORED SLAB BRIDGE 0.14 < 0.01 < 0.01 35.5 64.8 TOTALS': 0.14 < 0.01 < 0.01 36 65 0 'Rounded totals are sum of actual impacts NOTES: � .. .... .... .... .... .... .. '� � � � � « i � i � i � i N � � � � � � +A i � � N � � � � � z , �� N � �� W �° �� NN � �r� I �� I H�� ams» ',�oa.Es a w » :��:Fa�AMFi, e1 ta » xt �.��s-----------------tnwn_ •� � V � � O V GRAPHIC SCALES PLANS 50 25 0 50 100 PROFILE (HORIZONTAL) 10 5 0 10 20 PROFILE (VERTICAL) DESIGN DATA ADT 2012 = 530 ADT 2025 = ? V = 55 MPH FUNCIONAL CLASS. _ LOCAL SUB REGIONAL TIER � NC ��:��r��c�»:��:��r:��: ��r��r:� II>I � I�IC�).A\ C�)I� I:I I� � I:I �� :� �� LEI�OIR C� U1�TY LOCATION: BRIDGE NO. 23 OVER STRAWBERRY BRANCH ON SR 1905 (STRAWBERRY BRANCH ROAD) TYPE OF WORK: GRADING, PAVING, DRAINAGE AND STRUCTURE WETLAND AND SURFACE WATER IMPACTS PERMIT � � CITC I PROJECT LENGTH LENGTH ROADWAY TIP PROJECT = 0.095 MILES LENGTH STRUCTURE TIP PROJECT = TOTAL LENGTH TIP PROJECT = 0.019 MILES 0.114 MILES P�epored !n tl�e Offlce �' Molt Mac�onold for DIVISION 2 NORTH CAROL/NA D6PARTMENT OF TRANSPORTAT70N 2012 STANDARD SPECIF7CATIONS DAVID C. WALLER, PE PROJECT ENGINEER RIGHT OF WAY DATE: NOVEMBER 23, 2016 RICHARD MOORE, PE HS'DRAlJLIC ENGTNF.ER LETTING DATE: MAY 24, 2017 HON YEUNG, PE NCDOT BRIDGE PROG(2AM N49NAGEX ersls erets P4a�cf NQaNRiQ tm �'r rare�. HO. �11 N,C, 171�]�.�.�.7�1 � srs�ra wau.�r rm s.e.Pnw.tm wecwrwtr 176P.2.R.74 P.E. O N Q Z\ (`'3 � 0 ¢ Z ROADWAY DESIGN ENGINEER P.F.. HI'DRAULICS ENGIIVEER P.F,. PERMIT DRAWING SHEET 1 OF 8 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED M PO Boz 700 Fuquay-Vorina, NC 27526 �919) 552-2253 fV�OTT (919) 552-2254 (Faz) MACDONALD www.mmtmacco� mericas LICENSE NO. F-0669 v��'��1�!I��1�Z�` ��D 20.3 NORTHeFRONT $TREET W ILMINGTON, NORTH CAROLINA 28401 TEL (81�)343-1048 FA%_(01�)�BO-B282 _- ', � � � '� � '� � � � '� � '� � �, � � � '� � �, � � � '� � '� � �, � � � I z ', � � 0 I �� '� �� '� � � � � w�� , �� , ��Q � �n�z '� � r � � �, � � � � � W�f�U � � � � - ', $DATE$ Q�� I $(USERNAME)$ � � � � I $FILEL$ �' � � � ' {1 r �{) t� � �3 ', � � � '� � '� � �, � � � '� � �, � � � '� � '� � �, � � � '� � �, � � � I z �I �� 0 '� ��t� � �� '� �� '� �� w�� , �� a '� cn�z '� �� , �� W �fl �} U. �� - ', Q�fPrffl � � f�} {fl fA �� ff�� ' �� • PERMIT DRAWING SHEET 4 OF 8 TOTAL STREAM IMPACTS STREAM TEMP. TEMP. PERM. PERM. IMPACTS SURFACE SURFACE SURFACE SURFACE I WATER WATER WATER WATER SITE 1 64.8 i.F 334.6 Sr 35.5 LT ll5.4 Sr � N WETLAND MECH. N IMPACTS CLEARING I SITE 1 1140.2 SF ��*��* — d��.-� — RIP �—� ' r_ P � F F _ _ — — — — — � � �u �''. — — — — �s� w w � � � � --- =� . -�`i'�� F i / F — — — F — — F / -3E � �E �E �E �E �(, jE iE jF iE iE iE iE dE �E �E �E jE iE iF`�E �E iE �E �E �E iF �E �E jE 9F �E 3E iE' �E � �'E `V � � / WETLAN MECH. IMPACTS CLEARING SITE 1 2099.8 SF �� _pTT11_pS .14: iE iE iE - � dE dF iF � � iE jE i PUE PUE N � � 1 � � � � • � ■■■■■ ■ ■ ■ ■ ■ .�. � WETLAND MECH. IMPACTS CLEARING SITE 1 443.0 SF � 0 N Q 00 Q Z �✓ — _F _ — F' - WLB -- - F � � �-_-__._ - F r , iE �E � � � �E �E iE �E iE iE �E iE jF iF �E �F �F iE �i �� PUE PUE PUE PUE .� * ,� WETLAN MECH. IMPACTS CLEARING SITE 1 2293.5 SF � �� DIVISION OF HIGHWAYS S I T E I LENOIR COUNTY PROJECT:I7BP.2.R.7�1 (SF-530023) '� * � � DENOTES MECHANIZED REPLACE BRIDGE �023 � � �` CLEARING * * * * ON SR 1905 OVER ��i� DENOTES TEMPORARY STRAWBERRY BRANCH � IMPACTS IN SURFACE WATER 5/15/Ol � SHEET NO. I $DATE$ �� PERMIT DRAWING SHEET 6 OF 8 NORTH CARO� NA -� , a1 - ?° o t 70 � \�---' � �� 58 SVeuer � __ '�� = - ". � ?.9/[R04D '� ____IFT___ _ -�'f, � �� 9 . _~ei ; , � � � '_ i � ` ' `"__o- . z �� _� ` � �� zO oi �� . 1ao4 E,,sz. 357 " ; � � c .___ - o ....... 7p 1836 \ o� v 2L ao ' IN -- . -✓ �� '_ -__ _ ,�,35 -'-""""� Lenoir �8 - ' - __._"'_'_' ] i "'_ ' �,� � � "'�� Gommunity _ ____'_"__", '___"'` .... � . - __ College '.01 _ '� `� ��'2 �� 1931 � r v„� �:a. oi � � 1933� �!] ' "_""__"_" _ "'� ��I __' ' i 1900 - I __ __ .45 — - _ ____" o�T` `' C9g, r - --- � BRIDGE #023 ---- �� - r Armenia -.Ol - . ��v��:_ . �� h��h .9, 13z1 19'0 , 9 H 30 _ 4 " 1903 I.. ' 1901 .�P , �3 , sa = 23 � Patterson -� 1904 GhaPEI 's t _ E_ - . E - _ _ E _ - E — E . 1905 NOT TO SCALE �9� ��°�, J6 1�05 190� e� v 1904 � � �� NOT TO SCALE 1C1 1929 � \ �� DIVISION OF ffiGHWAYS LENOIR COUNTY PROJECT:I7BP.4.R.7� (SF�530023) REPLACE BRIDGE �023 ON 5R 1905 OVER STRAWBERRY BRANCH 5/15/17 I1L�� , �� -� . .- �. ..., saY ♦•' . � � � �yLT��`�� .� 7 r t �� 'T � �, �_/ ' � �r �, _ , � � � ^ � �1 �� 'f • _ �_ _ _ - ` � p�S`'._�..�-- l� � I�/�.�, �- '� ' - �1 _ _ �` ` •: �+ � i � , � vr �L�,� o /` / C ,:i�,,:<� — �' —"`f . $� 4�' `V-�./ � i ,., �-'" . ^� � �� '� � ; , _� � �, /\� a � ��- ;� �� ;�i i r . � r: Kell� � � �,,,�,�,.� 'f � � � i � �� :(� I �yCh --� . -. i� -.. �t �� Ib2t'�. _ � j • !'' � _ - - - �- — — _ _ '�� _a ,; J ,' =� � - : ;�� ,�" V `' R. � � ',a.s, i �. � — — t�_ � /� — - ' . ,1 _- -- �- -. / ` \ 'li�. � � � � I' - �' �� zr.o �I J �� s ��1 I . i ;n �.� , �� . 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I K�.r,�,� H . . "-�_�J _ �1j. � . � - . I P-' � , � � � i • Chapel Z4.5 � , �l/ � , � i ,. \ . �. � �. : �� _ -- � - - � - --- .�------- �;;_- _�------, , {- , � , !,, �-� _ 1 ,�3, �" _ � i �� sr�� ' li • ;� �,;.� � i �� .- �� . , . • • , i. ,. �� . , - ��:. .. � � r� t� � 2d09, . T� '-:. � ��5 � a.�N „ P idTuJan26�o1? 9=035�11':36J4.. „ ss� �s aa�� w r... _� _,..,.. _ (COMFORT) m� �� so 6�� w PERMIT DRAWING SHEET 7 OF 8 �� .�I �� I �� NOT TO SCALE DATE$ ` (USERNAME)$ -530023 Hyd prm psh6 usgs.dgn 6/6/2017 9:59: N. C. DEPT.OF TRANSPORTATION DIVISION OF HIGHWAYS LENOIR COUNTY PROJECT:I7BP.2.R.7� (SF-530023) REPLACE BRIDGE �023 ON SR 1905 OVER STRAWBERRY BRANCH �� NAMES AND ADDRESSES PARCEL NO. NAMES 1 �."1[[°. N�1�L]E9 lE�]E�ISS G N DATE$ ` (USERNAME)$ FII FI � ►F-53002: �ll'allS�L� �. �� QTL 1D1'A1L��IlA� � ll �� ANN� �BA� � 'I["1E�81E�A� S�1[�lE� ]L��J �IEAN ��]E]�]E]E '�"1H[��A\� WI1LlLIA� 1�, � ��J�AN ��Y�IE� PERMIT DRAWING SHEET 8 OF 8 prm ps prop owners. ADDRESSES 91�Q9! ��1V �. ��ll%�'�J i'Y ll iV �y �Alls�ll`1Dlllly 1V � 6! �ll! �L¢➢SI� ��L']1 YW ID1yJUYUY ll �1L0�1�1 �llS 1�4�ey l[�IN�'ll°�1�T, N� 28��g OA O JCelLelloYlill�ll � ll 1Lv1G� 1L4�L]llldy l[�IN�'�°�N9 NC 28�� 7eD06 'LJ � � YV ll ��y ��JN� �]][Alfgll3��, �A 3�582 9 �eY �1LlleY �� ll �� 1LO��ll1'y IKIN��N, NC �85�ll I �