Loading...
HomeMy WebLinkAbout20181291 Ver 1_SF-300325_Permit Drawings_Surface Water_2019_01_23 (2)_20190123/wo �.\ Highway North Carolina Department of Transportation StoYmWclte►' Highway Stormwater Program ..7"�� � STORMWATER MANAGEMENT PLAN �°"'�����""�'� (Version 2.07; Released October 2016) FOR NCDOT PROJECTS WBS Element: SF-300325 TIP No.: 17BP.3.R.76 County(ies): Duplin Page 1 of 1 General Project Information WBS Element: SF-300325 TIP Number: 17BP.3.R.76 Project Type: Bridge Replacement Date: 8/14/2018 NCDOT Contact: Jon Moore Contractor / Desi ner; Richard A. Moore, PE, McKim & Creed Address: 1020 Birch Ridge Drive Address: 243 North Front Street Raleigh, NC 27610 Wilmington, NC 28401 Phone: 919 707-6738 Phone: 910-343-1048 Email: moore6 ncdot. ov Email: ramooreC�mckimcreed.com Cit /Town: Mount Olive, NC Count ies : Du lin 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): 850 feet Surroundin Land Use: Residential, Agricultural, Undeveloped Pro osed Pro'ect Existin Site Pro'ect Built-U on Area ac. 0.6 ac. 0.6 ac. Typical Cross Section Description: The bridge replacement is proposed to be a single span 24" cored slab bridge: 1@ 70'. The existing bridge has a concrete wearing surface on two (2) spans: 2@ 30'. The The replacement will be along the current existing roadway alignment in the same bridge deck is prestressed concrete on timber piles. The existing clear roadway width location. 33'-0" bridge width with 30'-10" clear roadway. 2-11' lanes 2.5 % slope with 4'- is approximately 28 feet with a deck width of 29.5 feet. 2-10' lanes with 4' shoulder. 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 Mount Olive, NC and is in the Cape Fear River Basin. The total project length is 850 feet along the existing (Description of Minimization of Water SR1004 roadway alignment. The project is located within a 3.9 square mile Northeast Cape Fear River drainage area which has a classification of C;Sw. The projecYs drainage Quality Impacts) system 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 the wetlands. 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): Northeast Cape Fear River NCDWR Stream Index No.: 18-74-(1) NCDWR Surface Water Classification for Water Body Primary Classification: Class C Su iemeniai Classification: Swam Waters (Sw) Other Stream Classification: None Im airments: None A uatic T&E S ecies? No Comments: NRTR Stream ID: N/A Buffer Rules in Effect: N/A Pro'ect Includes Brid e S annin Water Bod ? Yes Deck Drains Dischar e Over Buffer? No Dissi ator Pads Provided in Buffer? No Deck Drains Dischar e Over Water Bod ? 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) .� � ,� Hi hWcl North Carolina Department of Transportation gStormwater ' „<,,,.,.,,, Highway Stormwater Program \�j STORMWATER MANAGEMENT PLAN �°`'=' (Version 2.07; Released October 2016) FOR NCDOT PROJECTS WBS Element: SF-300325 TIP No.: 17BP.3.R.76 Count (ies): Du lin Pa e of 1 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- 14+78 RT (1)Northeast 0.0 3.0 3.0 1.0 104 127 0.50% 1.8 1.4 2.8 1.5 No No -L- 16+05 RT Cape Fear -L- 16+20 LT (1)Northeast 0.0 3.0 3.0 7.0 700 130 2.01 % 12.1 3.8 15.6 4.0 No No -L- 17+50 LT Cape Fear -L- 17+50 LT (1)Northeast 0.0 3.0 3.0 6.9 693 150 1.28% 11.9 3.2 15.5 3.4 No No -L- 19+00 LT Cape Fear Additional Comments WETLAND AND SURACE WATER IMPACTS SUMMARY WETLAND IMPA T URFA E WATER IMPA T HBnd 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 13+90 TO 15+85 -L- LT Roadwa Fill 0.01 0.02 1 14+70 TO 15+90 -L- RT DRAINAGE DITCH < 0.01 < 0.01 1 16+20 TO 19+00 -L- LT - Roadwa Fill 0.04 0.03 1 18+55 TO 19+38 -L- RT Roadwa Fill < 0.01 < 0.01 1 15+85 -L- LT BRIDGE ABUTMENT < 0.01 TOTALS`: 0.06 < 0.01 0.03 0.03 < 0.01 0 0 0 `Rounded totals are sum of actual impacts NOTES: � � � . � . � � � � ., � V W O � � � � ����� �� ����� �������� �������� �� �������� D UPLI1�l CO U1�lTY LOCATI011t: BRIDGE 11t0.325 OVER BRAIVCH OF NE CAPE FEAR RIVER 011t SR 1004 (R01VES CHAPEL ROAD) TYPE OF WORK GRADI11tG, PAVIIVG, DRAINAGE, A11tD STRUCTURE WETLAND AND SURFACE WATER IMPACTS PERMIT BEGIN TIP PROJECT 17BP.3.R.76 —L— POC STA.1Z+��.�� / � _� ���� �� m � � N�� � f9 � � � � � � � � � z � `� 0 ��� ��� ��� � ��� f» � ��Q ��z r�� ��w ��� ��� ��� [AEA(A ��� ��� • � � V � � O V � � z SITE 1 PERMIT DRAWING SHEET 1 OF 8 END TIP PROJECT 17BP.3.R.76 —L— POC STA. 20+50.00 dNC�Ni[1�1L1E°Il°lE 1�]LANS DO NOT USE FOR R/W AC�UISiTION DOCUMENT NOT CONSIOERED FINAL UNLE55 ALL SIGNATURES COMPLETED Prepored ln the Offlce of MCKIm & Creed for: �'DRAULICS ENGINEER GRAPHIC SCALES DESIGN DATA PROJECT LENGTH DIVISION 3 ADT (2018) = 2690 SO 2S O SO lOO NORTH CAROLINA DEPARTMENT OF TRANSPORTATION �(� �Oppyy ADT (2018) = 3300 �� Q� K= 10% LENGTH ROADWAY TIP PROJECT = 0.148 MILES zalz sraxnanr� srEc,FrcazroNs �Q `�°o PLANS , � D = 55% '�� � � SIGNATURE: w� 50 25 0 50 l00 T= go�o* _ RIGHT OF WAY DATE: DAVID C. WALLER, PE � � LENGTH STRUCTURE TIP PROJECT — 0.013 MILES a o TTST = 3% DUAL = 2% JUNE 15, 2018 neo�ecr sxcrxEex ROADWAY DESIGN �, a PROFILE (HORIZONTAL) V= 60 MPH _ ENGINEER ���p o��Q TOTAL LENGTH TIP PROJECT — 0.161 MILES LETTIIVG DATE: RICHARD MOORE, PE �� p����� 5 2.5 0 5 �o FUNC CLASS = MINOR COLLECTOR NOVEMBER 15, 2018 PRo�Ecr Dss,cx ENcix�n P.E. PROFILE (VERTICAL) SUBREGIONAL TIER s,cNArr,xE: � 6 � m � Z O N w � ' s � _-�-�';-�-""- �- - � -' -- _.. - - - ��N�a�w� : ------ .. .. . ,: , ..,� .., � � \\e � � _ � � G/ \ � � IJ \T' �s� �� ��s�� �� �,r ��, o , �� � \ ��,� i � \� � � � � � � _ �'� —� �i� _ � �' � � � � '�� � � �� � � � �.. � , � � \ � \�\�' ������'L�,3�jg � � � 1 � ��, r �� ���� \ �, . 4 '��' 'J' ' r c \ � �I �' �` _ � w > � --- — _ �'� `,- � � � � � '� r � f. ��� , ,�� w�.� � - . d�"., ', ' ' . � � O � m � ; yy . '_ i � . ETLAND FILL IN HAND � � MOl1NT OLIVE LAND DEVELOPMENT CORPORA�TION � IMPACTS WETL4ND CLEARING � �. . � I � SITE 1 481 SF 916 SF � � � PROJECT REFERENCE NO. 100' 0' 100' N� 1�e8.3ef�.�6 AD 8�� RNJ SHEET NO. GRAPHIC SCALE A 70)) ROADWAY DESIGN _ . ENGINEER ( � l - ,� �, ,, �, PERMIT DRAWING � � � �� � � SHEET 3 OF 8 � _ t � i i , �. � ,e. -_ � � � i �� - � � \ \� I \ " � � tiss� \ � � y � � W � � � � � � � I � � ' . � . SHEET NO. HYDRAULICS ENGINEER � y a y �, � �, �, �. � � ,l. � � � �- � -_ _ �, �� � � -. , p` - DOCUMENT NOT CONSIDERED FINAL j -y� �, � �,��, �'� �,��,� � �� �" � � � � � � �"�y ,y �� � �� , �� UNLESS ALL SIGNATURES COMPLETED � � � � �� . ���� �� ���� � � ��� �� � � � � �s � ��� � � � � � �Y ���, . - �� � � ( � S 50` 31' 44:4" E _— --� -. — — — _ �� — � — . - - m - . Y/.�f,s�l_ <s�Ncaiw �..� � ��_� __ � . :,.� � _�, ��ETLAN FILLW� EXC.IN ,�� �,y�.��y�7��.. � � _� yi y � �� � �� .. O IMPACTS WETL4ND WETL4ND �,� 'Y� y, �., �, Y >y � �, .y� ... . , SITE 1 220 SF 211 SF �� �' � � � � � � ��. � MOUNT OLIVE �- �� "� � � V�'1''Y'Y �Y Y 'Y �Y � w LAND DEVELOPMENT CORPORATION . � ` � A �_'�- - , -�-0 � � ' '�� � ' / ... �. . 1 . - JAMES GRADY ET IJX ��"�� � � T � - � / - � _ � �_ —� — ^ � __ __ BRIDGE HYDRAUUC DATA DESIGN DISCHARGE = 695 DESIGN FREQUENCY = 50 DESIGN HW ELEVATION = 132.9 BASE DISCHARGE = 848 BASE FREQUENCY = l00 BASE HW ELEVATION = 133e2 OVERTOPPING DISCHARGE _ �1200 OVERTOPPING FREOUENCY = 500+ OVERTOPPING ELEVATION = 136.4 DATE OF SURVEY WeS. ELEVATION AT DATE OF SURVEY cFs YRS FT CFS YRS FT CFS YRS FT = 04-04-2016 = 1326 FT BEGIN GRADE STA. 12 + 00.00 EL = 139.70' PI = 14+25.00 EL = 136.00' VC = 280' K = 144 V = 60 MPH �� / ��� � �� m 5 , �, `� �G i 'Y 'Y 'Y 1 � ' � . - � 'Y �y 'Y � . ' �_ \ � � C'., — /' � � ' �'Y � �, _ ETLAND FILL IN MECH �' �' -�Y 'y - � � WILLIAM TOWNSEND � �'2 , :"� / ,y 3, IMPACTS WETLAND CLEARING �� y ,�, y, AMANDA P DAWSON� �� I ( / , . ' . " ! NATHAN 7-. DAWSON � � -: � �. / . - � P�� � � � . SF . ' '�' � � � � / � <�G a ,� � � , � � �/ �/ � E�s OS SF 1211 .T- .. SITE 1 19 .. . . .V Y - — " . _� «.. � ` �..-,•' "''�" ��"F �� �'� � . ,�,, ,_ / ..: ..». „. - � � - - q --- �� / � � - - � r - — — — - _-- i L -�i S 44° 27' /},7" E _�� I --- — — �/ � � — -- -- - - �»���� � _�� � i � , �E � - . . =' '= . . � � � -' � � ,�� � � �� �� , , . . � ���� __ � � � � � � � � � � y � I .��I � � '\s \ � � 'Y '1 'Y � 'y- \ J �'r�'� 'Y 'Y 'Y 'Y 'Y y, ` �y� 3 'Y �y i \ � / � , � j,' �, q, 'Y �, � >y �Y �Y � >y �Y � �" � 'Y � \yi '�' �Y �' '�' 'Y �' � . � \ � � 'Y 'Y , yi ; k� 'r . y, 'Y � \ I/ �°Y � w v � � - �, ��,w � w �� ry � � � � , TOTAL STREAM IMPACTS IA�,� ';I .... . STREAM TEMP. TEMP. PERM. PERM. .. � � � 9I,',, SURFACESURFACESURFACESURFACE � IMPACTS `yATER WATER WATER WATER � � DENWETLANDL IN O �.: SITE 1 0 LF 0 LF 0 LF 10 SF ' "� - - �� �VIRGINIA WILLIAMS �`- . � �-. � DENOTES EXCAVATION �. . � ;'° . IN WETLAND � ETLAN� FILL IN HAND � , " �� A �. DENOTES HAND � IMPACTS WETLAND CLEARING / CLEARING \'vr� SITE 1 36 SF '. 317 SF \ � DENOTES MECHANIZED / - - µ CLEARING ' � '- �DENOTES IMPACTS IN � ... . . . SURFACE WATER -L- END GRADE STA. 20 + 50.00 EL = 140.43' PI = 18+75.00 EL = 137.35' VC = 250' K = 171 V = 68 MPH � � � � � � � � � � PERMIT DRAWING � �`�--� � � �� � � � - � SHEET 4 OF 8 � .:�� ��= � �_-�, � � y � � � � � � .� z � NqD � � � �� ��' �� �' � � �� �,� 8�q20�� �����,���,������������m 4� > � �'� ��'� ���� � ��, 50' 0' 50' ETLAND FILL IN HAND �� � � � � � �� �Y � �' � �d� , � IMPACTS WETLAND CLEARING �' � � � � � a ' � � � � � m .� � � GRAPHIC SCALE 496 SF 805 SF � � � �� � ��� � � � � �� � �` m SITE 1 -� � ,y � � �, � � � �y "r � �' � � �Y � � � � �' �Y � �' �Y �Y � � . � � - -� � / � � ��� -'�,� �Y �, �y �Y � � �Y ��y, ,�, �}, � �'' �. � �� � �- � � � �y �,. �� � _ �� � , - , ��zz T�� �u z�� . �- � - _-__ ,'�'�'-' _�� - - TOTAL STREAM IMPACTS STREAM TEMP. TEMP. PERM. PERM. O IMPACTS SURFACE SURFACE SURFACE SURFACE 3 WATER WATER WATER WATER SITE 1 0 LF 0 LF 0 LF 10 SF ETLAN FILL IN EXC. IN IMPACTS WETLAND WETLAND SITE 1 220 SF 211 SF �DENOTES RIP RAP AREA DENOTES EXCAVATION AREA � � � � � � � � � � � � DENOTES HAND CLEARING DENOTES MECHANIZED CLEARING ��� � � � , � �������-. ��=������,�� �� ������ �� � � �' �' �y �y � ��y�y �y"r � � � � ,�, �y � - ���, ��� �, � �'� �- � � � �' � �� � �. �� � � - � - 'T'- / F-� -- .... __ _ - _ _ . ._ - . . � � �7 _ - - - _ D � � � �, �y � � � � � "-s '�' � z �� � � >y �, ay � �- �Y � � � �' _ � � �� � � y, � � �Y �, � � � � � rn � . � �1' �' �% � �y �' ,� - � � � �. L � � -� �� ti ,, � �� D I � ���� ���� F F DENOTES FILL IN WETLAND � DENOTES EXCAVATION IN WETLAND rn SITE 1 � �' I rn I D � �� ����� � �����d�IO� �1F �-1[][�'nl�[�%A�'� ��7]�d.]�� ��1���� 11�11���f1E��o ]Lil�l�o�,l[$,'�� d�1F������S�D ll�lEl�lC,.��l� 1�lEg�II��]E ���� �N �lE� ll��4 ��lEll� I�]E �.�Il�1� 1F1��1E� �IIR�IEI[$ � % �� % ll� _nya�rm_snt4.agn ii�si�uiy iu:ui: � �� .' PERMIT DRAWING _ - � � � �� ��� � �� �� � � � , �, � � � ��� _ ,�� � `� �� � �_ SHEET 5 OF 8 �, � �.�, ��� ����,��,������� �������,���� �' � ��� ��' � � � .z � ��� ��. � � � �, � �, � � � � � �, � � �' �"� , �� � -� �' ���: � � � � � �� �, � � � � � � � � � �' � ��� 5 Nq� g� �, ,� � , ��� � � ��� �, `�'Nq� '� � `y ,'� � IMP CTS WETLAND C EARING � � � � � � � � � � � � � � �Q�� � , m �� � �, � �, �, �, � �' �' � � � � �� � � 5 0' 0' 5 0' � , � � S ITE 1 1905 S F 1211 S F � � >y � ,y ay �, �Y � � � � �' �' �' � � . -z� �� � �' � � � � � � �' �' �' �' � �" � � �" � GRAPHIC SCALE � � � � � �, � ,�. � � � � �Y � �. � N � L , _ -- � � ������ - - — �. - � � � , _�, - . � _-. � � �, , � , �� : _, �� � _, � � � � � � _ F F F F F F F.� ,. F� iF iE iE 9E iE iE iE iF iE iF if iE iF if iE iE iF iE iE -_ � i//�-�<� I � ����'/�I I —�— `r'1�i;�n l. � S 44° 27' //07° E �.�, ���� F - ' .. � .., ,�� i _ _ ' ___ - �I� , . . �. � _ _ - r' ' LC ' - �_ ' � -' � _ _ . � "7 : : . y �,�.-, i z '\ \ / \ �^� � � � � \ � � . . ' �I , � ' � I � � � � � � � � �' �` �' o �� � �' � � � � , � �, � � , � � � � , � �' � � , ,, _,:, �, � I � � \ - ` >y �, �' � ,� � � �, � ,�, �, �' >y �, � �Y � WETLAND FILL IN� HAND '�' 'Y �� � �' �Y � � � �, �' �' IMPACTS WETLAND CLEARING �� �. D y �, �, �, � � �y � �" �, �, �, �' ,�, � I � � �. =� �' � -� ��- _v, �, �� �� � SITE 1 36 SF 317 SF � '�' `� � �' �' �' � SITE 1 � � ' ���� ���� �I _ - '' � ����� �DENOTES RIP RAP AREA F F DENOTES EXCAVATION � AREA TOTAL STREAM IMPACTS STREAM TEMP. TEMP. PERM. PERM. � IMPACTS SURFACE SURFACE SURFACE SURFACE WATER WATER WATER WATER SITE 1 0 LF 0 LF 0 LF 10 SF DENOTES FILL IN W ETLAN D DENOTES EXCAVATION IN WETLAND DENOTES HAND CLEARING �����d�I� �1F �-1[��1�[�ASY� II��J1�1Lbio� ���J�T7[°� 11�11���f1E��o ]Lil�l�o�,l[$,'�� d�1F������S�D ll�lEl�lC,.��l� 1�lEg��D�]E ���� �I� �lE� ll��4 ��lEllg I�]E �.�Il�1� 1F1��1E� �IIR�IEI[$ �%��%ll� _nya�rm_snt�.agn ii�si�uiy iu:u�: PERMIT DRAWING SHEET 6 OF 8 �ORTH CqRO� �,� D � O � O� O 00 0 fl ����d BRIDGE #325 DUPLIN COUNTY, NC � ,, �,:, - ��r t , ' ; MOU�T t�L[�' •;� . � �� ,, � , ,�� ��„� , � � � � ; �� � , � �, 4. �� r .���� � 'f � " � '!-9�� � . . � Sav:a�,e �sposdl . � j,' f,(' L ,. .� F. . s . .�_ ' -- - -.� i ��E ,f , ..._-. _r p ! � �-� _ _- . .. � i..i>> �:�/ — �� !'-i� ���y �� � � � ' "tii,y� �''< n,_. . � `' �. �r _ - v + . �S j.� ..S j . .. � _ ' I���;.i . -I I _..�.,�. � S� � . . G. � I.�ht� I ��� m� � `, i Cn ' �C:t 1 �rF. - -- ���� .j , �'�, �� � � � Itani.:r,-_c � i . i' h;lp�..•f ___,°_,5 r I; ., I /: + • B IDGE #32 �� � .� . � I NOT T scA�E • • + ����� �������� �� �������� � � � � � � � ��r��,�� ���r��� �������e ����,�e�o�� ����������� � � � ������� ������ ���� �� �� ���� ���� �� ���� ���� ����� �o��i �� 300325 hyd prm sht6.dgn 8/15/2018 4:56:14 PM r _ _ � i ..� � , .'! . '' I �',._7 ,� F.. . -. � - . . /A` � � _ ,� . U—__ . Pdrk '� f'drk _ _ .__... _ �., �� L r_, ('I �� ' � — - - -- - -*� — ._ -��- . • _ . , � � _.. _ , ' � - � � - -- _ . A . .,r�11� . � -'yq�,_4 � � �I �. . . ` . 'G,� J ^^ _ _�. J • \ �: ��1`T f�LI`�' ,'• � - , L � �1� . .., .. _ . . . _ . ''Y:;. ;t:' � r :ier�age �sp�15.�f . 'S� , - _ _ -_ „� Cem � ��`� ;,, : � r ,. , _ _ �_ ri ,i y � [, `— �-_ . - ��r��,�.f ,` '� �s f . � sT � • � - . + s � .,� . ;BR DGE #3�5 0N R 1004 _ , � , _ � I Sr � � . I ' �� + — � . � . ITE . . -, . � . .. ,I NOT TO SC LE � . � ,i .. NOT TO SCALE PERMIT DRAWING ����� SHEET 7 OF 8 �������� �� �������� � � � � ��r��,�� ���r��� �������e ����,�e�o�� ����������� � � ������� ������ ���� �� �� ���� ���� �� ���� �°��� ����� �% ��% �� 300325 hyd prm sht7.dgn 8/15/2018 4:50:51 PM I"I'�(��I"I�:I'��I��� (�>���\ l�:i'�� � �,��• IDARCEL N�. NAMES ]L 1�1[��J1�°l[° ��.��IE ][.A�T� �lE\VIElC,�ll�l�l[]ElaT°][� �C�llgll��l[$��[°��1� V °][ 6 d�ll��lJl�' ll ���U'1L'e �Lil1W� ���1L'e1Le����Ad � �����llOd2��ll�b`�' � ����� ��6��� �� �� � 4� �Y ���IY�AV' �1il V'V' �JLeJLalllild�"ll� �����d�l�� �� V� ����� d�'1������ � ������ ���llll�� �o �11����� PERMIT DRAWING SHEET 8 OF 8 DATE$ ` (USERNAME)$ ADI)I�ESSES 4ll4 1� �IEI�°][°]E]Eg �°][[° �� �l/ bV � ����1L'ey iN `L. ��¢A�vU ��� 19' `l��l�' JL lls� � ll ���/�� ��e���e9 �� �rQ�4��4� A �� ����� ������ �� L`�A� q.J �� �����y iN `l. 6Q�¢D�1➢n� �L��L6 �1Le���l�' � ll ��� ������9 �� ���������� ��� ���� ������� �� ��e��e� �������y �� EiQy4U�Qi prm sht8.dgn 8/15/2018 4: