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Home My WebLink About20171190 Ver 1_SF530072_Revised Permit Drawings_Buffer_2017_12_20_201712201 lic;h�-� �1V North Carolina Department of Transportation Slonilwater � ,,, .,.,,,,, Highway Stormwater Program I �. STORMWATER MANAGEMENT PLAN -_- (Version 2.07; Released October 2016) FOR NCDOT PROJECTS WBS Element: SF-530072 TIP No.: 17.BP.2.R.72 County(ies): Lenoir Page 1 of 2 General Project Information WBS Element: SF-530072 TIP Number: 17.BP2.R.72 Pro'ect T e: Bridge Re lacement Date: 11/10/2017 NCDOT Contact: Hon Yeun Contractor / Desi ner: Richard A. Moore, PE, McKim & Creed Address: 1020 Birch Ridge Drive Address: p43 North Front Street Raleigh, NC 27610 Wilmington, NC 28401 Phone: 252-439-2800 Phone: 910-343-1048 Email: hf eun ncdot. ov Email: ramoore@mckimcreed.com Cit /Town: La Gran e, NC Count ies : Lenoir River Basin s: Neuse CAMA Count ? No Wetlands within Project Limits? No Pro'ect Descri tion Pro'ect Len th lin. miles or feet): 650 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@ 50' The existing bridge has an asphalt wearing surface on a reinforced concrete deck with and 1�a 25'. The replacement will be along the current existing roadway alignment in the three (3) spans: 1@ 18'-7", 1@ 18'-3" and 1 Qa 18'-7". The bridge deck is supported same location. 30'-0" bridge width with 27'-10" clear roadway. 2-10' lanes 0.5 % slope by I-beams on end bents and interior bents made of reinforced concrete caps on with 3'-11" shoulder. timber piles. Annual Avg Daily Traffic (veh/hNday): Desi n/Future: N/A Year: Existin : Year: General Project Narrative: This bridge replacement project is located northwest of La Grange, NC and is in the Neurse River Basin. The total project length is 650 feet along the existing SR1502 roadway (Description of Minimization of Water alignment. The project is located within a 16.2 square mile Bear Creek drainage area which has a classification of C;Sw,NSW. The projecYs drainage system consists of four (4) Quality Impacts) proposed catch basins that direct runoff to the creek 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 upstream side of the bridge and outside of the buffer zones. Waterbod Information Surface Water Body (1): Bear Creek NCDWR Stream Index No.: 27-72-(0.1)a NCDWR Surface Water Classification for Water Body Primary Classification: Class C Su lemental Classification: Swam Waters (Sw) (NSW Other Stream Ciassification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: N/A Buffer Rules in Effect: Neuse Project Inciudes Bridge S anning Water Bod ? Yes Deck Drains Discharge 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) I-Ilgh�l�cly North Carolina Department of Transportation STOY111Wc'�tE'1' � <,.,.,,.,, Highway Stormwater Program �;' STORMWATER MANAGEMENT PLAN - (Version 2.07; Released October 2016) FOR NCDOT PROJECTS WBS Element: SF-530072 TIP No.: 17.BP.2.R.72 Count (ies): Lenoir Pa e 2 of 2 Swales Station & Coordinates Surface Base Front Back Drainage Recommended Actual Longitudinal Rock BMP Sheet (Road and Non Road Water Width Slope Slope Area Treatm't Length Length Slope Q2 V2 Q10 V10 Checks Associated w! No. Pro'ects Bod it H:1 H:7 ac ft ft % cfs f s cfs f s Used Buffer Rules? -L- 11+50 LT (1)Bear 0.0 3.0 3.0 0.8 82 312 0.30% 1.7 1.7 2.2 1.2 No No -L- 14+62 LT Creek -L- 14+88 LT (1)Bear 4.0 3.0 3.0 12.4 1242 312 0.67% 12.6 3.6 17.6 3.9 No No -L- 18+00 LT Creek -L- 11+00 RT (1)Bear 4.0 3.0 3.0 7.8 783 362 0.30% 9.9 2.5 12.8 1.8 No No -L- 14+62 RT Creek -L- 14+96 RT (1)Bear 0.0 3.0 3.0 2.2 216 104 1.50% 3.3 3.7 4.3 4.0 No No -L- 16+00 RT Creek -L- 16+00 RT (1)Bear 0.0 3.0 3.0 1.9 190 200 0.30% 3.1 2.0 4.0 3.2 No No -L- 18+00 RT Creek Additional Comments �. . ■. . .. . � .; - • � '� •� '' , �� .� : • �� .� �� - -_-_____--- - -_-_____--- - -_-_____--- - -_-_____--- - -_-_____--- - -_-_____--- - -_-_____--- - -_-_____--- - -_-_____--- - -_-_____--- - -_-_____--- - -_-_____--- - -_-_____--- - -_-_____--- - -_-_____--- - -_-_____--- - -_-_____--- - -_-_____--- - -_-_____--- � - .� �� RevR�ftFiv�iy18006 ., � V GRAPHIC SCALES 5� 25 0 5� �0� � PLANS � 50 25 0 50 100 O PROFILE (HORIZONTAL) 10 5 0 10 20 VPROFILE (VERTICAL) -L- POT STA. 10+00.00 DESIGN DATA ADT 2011 = 390 ADT 2025 = ? T = 6% V = 55 MPH FUNCIONAL CLASS. _ LOCAL SUB REGIONAL TIER � � I � '� � I � I . (�> I \ C�> 1'� � I � I'I � '� I'� (�) I . I \ '� I1�1��I�I(�>\ (�)I�� I-■II��I:I\��:�� LE1�4IR- WA Y1�lE C4 U1�TIES LOCATION: BRIDGE NO. 72 OVER BEAR CREEK ON SR 1502 (FRINK SCHOOL ROAD) TYPE OF WORK: GRADING, PAVING, DRAINAGE AND $TRUCTURE BUFFER IMPACTS PERMIT ----_— E G B GRAII-]50 PROJECT LENGTH ; SITE 1 �--_ � � �1 -- � �'Wi ' SaU � —�i ._i]-�F--= ��e.- _ ___ ___ �2ip �I _ _ ''"N __ � � f _''! �� LENGTH ROADWAY TIP PROJECT = 0.138 MILES LENGTH STRUCTURE TIP PROJECT = 0.014 MILES TOTAL LENGTH TIP PROJECT = 0.152 MILES Prepored /n tl�e Offlcg of Moit MacDono/d for DIVISION 2 NORTH CAROL7NA DEP iRTPofENT OF TRANSPORTATION 2012 STqNDARD SPECIFIC,4TIONS I DAVID C. WALLER, PE PROJECT ENGA'EER RIGHT OF WAY DATE: AUGUST 23, 2017 RICHARD MOORE� PE H3'DRAULIC F.NG7NEF.R � LETTING DATE: DECEMBER 20 201_7 HON YEUNG PE_ NCDOT BRIDGE PROGRAM MAIviiGER ROADWAY DESIGIV ENGINEER P.L. HI'DRAULICS ENGINEER PF.. PERMIT DRAWING SHEET 1 OF 7 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED M PO Bon 700 Fuquay-Vorina, NC 27526 �919�552-2253 N�OTT �919) 552-2254 (faz) MACDONALD www.mo+tmaccom\americas L7CENSE NO. F-0669 ��crzEED f � � i f f E E i ( i E E f i E E � f E i i E � �C N� �E �E �f W� �f E � V- f � Nf wyt (qVIE i Wdlf HMf � C(9f �, «,. •- - - - - e�«�� % / %. � � � I _ /� -�- l�'� StCI ��%GG.� i F'� �f0 �hf 5�.3�) � = 2`0/' 35,6"IRTJ � = 7'S/' �16.2" �FiTi D= 2` 00' l2.1" D= 4° 46' 28.7„ L = l0/.l6' L = 15a.79' T = 5(�.58' T = 80.0/' R = 2,8&0.00' R = 1.2�0.00' \l I / '� BUFFER ZONE 1 ZONE 2 . � IMPACTS IMPACTS IMPACTS SITE SITE 1 1025 SF 585 SF �q0 e,�� q� o�� BUFFER ZONE 1 ZONE 2 IMPACTSIMPACTS IMPACTS SITE � SITE 1 12387 5 3361 SF �� , , \ L- 5� � �a� � � � �� 1 � � vaNnEF waor �R.`� N � ��p� � \ � �� «95 -L- \ N \ 95 L � PDE PDE PDE pp ,\ � — -_�P�E - - - -- -- -- --_- --, i - - - - - - - �...._ - �is . I r� . c;3) A�IVN H, B&TT- z-� PERMIT DRAWING SHEET 3 OF 7 -- ------------ � AF - - _ - � - � - — � �� ' �� _°--�� - ��. _ ,_ _ — _ ` ,_ _ . =H G 42 �MF ��. � 2GI � =_ �� \P - = �� - {rav zi .; i�e i.v^ ^'T�`''� - - _ �� -� �[ t-, � � -D% ��PDE 1 �,^\ - -N -�_�_ �� - �� ar �— PDE PDE � � � PDE �� PDE i� - � ` � � '_ � - u �� '6� o PD I� �� l a_�/ � PDE = P= - ��` w,c n,c c,� i is ,r Pn � � �' � � PDE � � ^ n �`fi'-" n� I�H E�� nt �. � i . E "'" -�__ .. � —___� �U7TEF�cALi_,�Lc - -� , / ^ \ BUFFER I I 30' RT � - . _ ZONE 1 ZONE 2 ��' �' � I BUFFER ` l`/ I IMPACTS IMPACTS IMPACTS I IMPACTS ZONE 1 ZONE I -_ � SITE �,;- SITE �MPACTS IMPACTS � SITE 7 1330 SF 815 SF ��` SITE 1 1331 SF 804 SF %j ' � SITE 1 � _ ��. , � . � � ulownB�E W�CiS 2qE t E: �_=F I l-� ] I E:-= I _ _ - - -- - --- -- - --- -- - R _ _ _— - - - - — -- - __ _ _ - �i ___,� __ _. _ + � � '�+; - -- _- - - -- -- -- - -- - -- - � � - - -- --- - _ _ -- ---- -- ---�- � � � � : BEGIN GRADE I ` J, �� STA. 1 O+ 00.00 � � �_li �� ' EL = 79.64 -L- SHIRLE�Y SLiTTON \� / I=:I I I f: = E 3_: f I I 17BP.2.R.72 - LENOIR 72 2 ROA�WAY DESIGN HYDRAULICS ENGINEER ENGINEER NCOMPLE�CE PLANS no xar ves � /w ecov�oN MOTT MACDONALU I B E, LLC I LICENSE NO. F-0669 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Prepared in the Ofii e of: M M Po so, �oa FuqNnm Varna NC 3]SZ6 MONONWD w . oi�moc.coMamercos �� '��:E��:�'::E:�:C��:S��':�E�� ■■ ■■�■■■■■ ■�■■��■■ � � �� . .' � � � � �■ • :• , � � � � ■■■.■■■.■■■■■■�■� '� ' � � �� ■� ■�■� --------�■■. ��t�� ■■�■■■■■�■■�■ , � � . � . . ■■■. ■■s■■■�� ■es■■■ � eos � �■■■■■■■■■ : .- , .- • - ■■■■ ■■■■■■■ ��■■■�■� ��' � ■■■■ ■■■■ : : - . , � - � ' ;:; - . ■■■■ ■■■■�■■■■��_� ��s�� ■ ; � . , . _ , � - . . :-., ■■■■ ��■��■�� ■ ��il � 1� � �� ■■■�� ; - : - - - , , ' . ' ��■ -�� III�� I� �I� DATE Of SURVEY = 10-05-20/6 : I;I I�II� WS. ELEVAT/ON n � — 7�J � .�. �. � � I �I � � � � �I I � I', � II � II � � I� � � ' I� I�� I I AT DATE OF SURVEY ,. I i'I I �i I'� .� , �, . . . . . .. . ' I. I II I. III i.l. III I.'Il I I. IIII 'I II 'lll III il I III.I � �� 11 12 13 II 14II I I I 15 16 �II 17 18 19 20 PERMIT DRAWING SHEET 4 OF 7 BUFFER ZONE 1 ZONE 2 IMPACTS IMPACTS IMPACTS SITE =�s -�- SITE 1 1025 SF 585 SF �'� �� r �� E'� - L- ��-�� T � 1 � � � � N � N .• N � — PDE � pp -- -----� ��. �.. — --- - ,. _ �_ -15'� {f B 2 i - --_ ' � � y--r-- PDE �� BUFFER ZONE 1 ZONE 2 IMPACTS IMPACTS IMPACTS �T \\ SITE SITE 1 12387 SF 3361 SF �� N 1C0 -�- ��\\�N_ � �� i ��a��;•� �.\�,��,\�.�\\� 's��o�► � 4''i�►-�s.o - - � '!a��•-��+s��i�0i�a�•�a, ►♦ -' �'.=iw►z.'�:•�i��i�i� � '�::�i�-��:�►y � ��i � � �i�o� ��o� � - i�l, °' =��0� ♦�'a �,�� , - - i� - . - . .. i i � ��'= � � � 2G1 �- -��-�� 1� ppE — PDE -�,� -�- % +`,i,i �T= N rv �'r -�:Ln rtJC � �p �; hT I I N rv � �' � 1,�; \ N � +�Cl -L- % � � i � _ � � ' ll' RT +OF_,� L- BUFFER � � �r' RT IMPACTS Z�NE 1 ZONE 2 BUFFER SITE IMPACTS IMPACTS ��- IMPACTS ZONE 1 ZONE 2 ' � IMPACTS IMPACTS SITE 1 1330 SF 815 SF � SITE SITE 1 1331 SF 804 SF � �� ` S ITE 1 Q ��-f ,`� ��'�� I� '�> �Y"Y� THE H/�TORIC l-lIGH WATER MARK COULD NOT BE DETEfi�MINED BY PHr'SICqL OR PAROLE EVIDENCE +=LLGW�,P,! E IMPAC I S ZO�d� I � ALLOWABLE IINPACTS Zi7NE 2 _nya�rm_eur_snt4.agn i�i�uiLui i i i:4�: �O . ?0%\ 50' 0' 50' GRAPHIC SCALE BZ PDE � _ PDI + �� I � �� d�d��Ot�7 �D1F 1H[��1�TF�.a��'� 1LlF.,��C➢�1[$ rC��C7T'��C�' »��a �,��.�e�e�� 1E�1G1P]L��1C 1B1R,d1�1�]E �� i�Io7 �1[$ lr�� '1ElE� �� 1�� ]�A PERMIT DRAWING SHEET 5 OF 7 �IORTH CARO� NA ' :� � .' -. �� i . r BRIDGE #072 NOT TO SCALE NOT TO SCALE v`� �� G�FF:Nr Co �� - --�-1�ENOIR CU i i � � $DATE$ �`��"i��$Hvd nrm buf sht5.d�n 8/18/2017 2:49:56 PM i .� � �� DIVISION OF HIGHWAYS LENOLR COUNTY PROJECT:I7BP.2.R.72 (SF-530072) REPLACE BRIDGE �072 ON SR 1502 OVER BEAR CREEg 8i�18/�17 �UAIt� �E��vd nrm buf sht6.d�n 8/18/2017 2:46:54 PM