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Home My WebLink About20151287 Ver 1_920003 Permit Stream and Wetland Package_20151211Hi�;hWay North Carolina Department of Transportation � Stormw�ter M ,,,,,.,,�,,, Highway Stormwater Program �_� STORMWATER MANAGEMENT PLAN (Version 2.02; Released April 2015) FOR NCDOT PROJECTS WBS Element: 17BP.5.R.56 TIP No.: County(ies): Warren Page 1 of 1 General Project Information WBS Element: 17BP.5.R.56 TIP Number: Project Type: Brid e Replacement Date: 9/3/2015 NCDOT Contact: W. Galen Cail, PE Contractor / Designer: Brandon Barham, PE - Ecological Engineerin Address: 1000 Birch Ridge Drive Address: 1151 SE Cary Parkway Ralei h, NC 27610 Suite 101 Car , NC 27518 Phone: 919-707-6711 Phone: 919-557-0929 Email: cail@ncdot. ov Email: bbarham@ecolo icalen .com Cit /Town: Ralei h Count (ies : Warren River Basin(s): Tar-Pamlico CAMA Count ? No Wetlands within Project Limits? Yes Pro'ect Descri tion Pro'ect Len th lin. miles or feet): 0.135 Miles Surroundin Land Use: Rural area with forest and agricultural landuses Pro osed Pro'ect Existin Site Pro'ect Built-U on Area ac. 0.60 ac. 0.40 ac. Typical Cross Section Description: 2@ 12.0 ft lane with 4.9 ft shoulders and 1.1 ft guardrail with total bridge width of 36.0 ft 2@9.5 ft lane with 3 ft shoulders with total bridge width of 25.0 ft and total bridge and total bridge length of 150.0 ft length of 120.5 ft. Annual Avg Daily Traffic (veh/hr/day): Desi n/Future: 3500 Year: Existin : 3000 Year: General Project Narrative: State Project 178P.S.R.56 involves the replacement of the existing NCDOT Bridge #920003 on SR 1001 over Fishing Creek. Bridge #920003 consists of 1@40.5', 1@40', (Description of Minimization of Water 1@40' steel plank deck on steel I-beams with timber piles, caps, and abutments. The proposed bridge at #920003 will be 1@90', 1@60'; 33" Box Beam with 4'-0" caps and Quality Impacts) sloping abutments. The proposed bridge is located in Zone AE of FIRM Map number 3720294400J and was studied by "Limited Detailed" methods. The proposed bridge will provide more hydraulic opening than the exising bridge. No Deck drains are proposed. One stormwater outfall is proposed which will be placed at a distance to minimize disturbance to adjacent wetlands. Rip Rap pads will be utilized to dissipate the energy. Waterbod Information Surface Water Body (1): Fishing Creek NCDWR Stream Index No.: 28-79-(1) NCDWR Surface Water Classification for Water Body Primary Classification: Class C Su iemental Classification: Nutrient Sensitive Waters (NSW) Other Stream Ciassification: None Impairments: None A uatic T&E S ecies? No Comments: NRTR Stream ID: Buffer Rules in Effect: Tar-Pamlico Project Includes 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) 6 6 \ � 9 � � � •� � V � � O V OFFSITE DETOUR ROUTE See Sheet 9-A For Index of Sheets See Sheet 1-B For Conventional Symbols � J1 � l 1�A `\! � �� J1 � �/��' �1��d11 �� `�J�'��d11 JS � WARREI� CO U1�lTY LOCATION: BRIDGE N0.3 OVER FISHI11lG CREEK 0111 SR 1001 (MARTIN LUTHER KI11tG BLVD.) TYPE OF WORK GRADING, DRAINAGE, PAVING, AND STRUCTURE WETLAND AND SURFACE WATER IMPACTS PERMIT BEGIN STATE PROJECT 17BP5.R.56 —L— POT STA 12t35.00 CLEARING ON THIS PROJECT SHALL BE TO LIMITS ESTABLISHED USING METHOD III. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. PERMIT DRAWING SHEET OF tPSRS6 laRELIMINARY ]PLt�N� DO NOT USE FOR (:ONSTRUCTION =� '�. S T EWART �__:.,.. i s�isEc�vr�kw�ws�ieioi wry, nc z�;�e ��i�l,szo��9 � ECOLOGICAL - ' ENGINEERING GRAPHIC SCALES DESIGN DATA PROJECT LENGTH �eQ6Yed �" `h` �'�" f FI1'DRAULICS ENGINEER STEWART LENGTH ROADWAY STATE PROJECT 176P.5.R.56 = 0.106 mi. F�� 5Q 25 Q 50 ��0 ADT = 3500 NORTH CAROLINA �� DEPARTMENT OF TRANSPORTATION - LENGTH STRUCTURES STATE PROJECT 17BP.5.R.56 = 0.029 mi. 4� �°�q r r � DHV = WA zmz srn:vnnen srEciFrcar�ous �e � PLANS p= ryq TOTAL LENGTH STATE PROJECT 17BP.5.R.56 = 0.135 mi. P.E. � �� ANDY YOUNG, PE srcxArunF: � 50 25 0 50 100 T= wA * RIGHT OF WAY DATE: rno�scz ENcrn�EEn � g ROADWAY DESIGN ElYGINEER � � �k (TfST N/A + DUAL WA) JUNE 7. 2015 MICHAEL BURNS. EI �� PROFILE (HORIZONTAL) V— 55 MPH vko�Ecz nesrcx E,vc�xesx �� l0 5 0 l0 Zp CLASS = MAJOR LETTIIVG DATE: LISA GILCHRIST EI �� 8�� COLLECTOR M A RC H 15, 20 16 xcnoz coxr ncr PROFILE (VERTICAL) REGIONAL TIER P•E SIGNATURE: SI I � L '" � DETAII 2 DETAIL 1 CUT DITCH SPECIAL CUT DITCH ( N t ta Scalel I N � m Smle) ��i a�� on�ti o on�n G�ound 7l F\o\te' Slape Na�ural � p� Slope d D Ground ?.� p F\o��e� Min. D=1.5 Ft. Geo�ex��ie Min. D=i Ff. Type ofLiner� CLASS B Ri�Rap Mor.d=1 Fi_ FROM STA. 13+00 TO STA. 14+30 L RT FROM STA. 17+10 TO STA. 19+50 -L- LT DETAIL 3 BANK STABILIZATION �No��o s<oie� 3,0'min l.0' r�ws � GEOTE%TILE Type ol Lincr-� CIA55 II RIPRAP FROM STA 15+68 TO STA 16+10 –L- SITE I rur�� ., �,.: '; I�A 12+35.OQ'� ��-<,�� s rRu�r� .�s: '-�JODS � ��P _ O-iAYW00�� -: MCDOUGLE . _.. . � : �:,. � ��lr�+__ . � F �P_ . . � . . — — --- _ — � ----- SR I001- 24B" .. �R. MAR(lN i i r . . � .. _. .. .. .. " � _ _' " " � �.—� 1 1 ; \s � � � � � �- v 35 �M1' �r � BEGIN �� \ \ \er\ SBG i 55 " " " " ' " " " " " " " _ _ _ _ . _ _ " ' . " _ " 15" kCP-1V�' ".� , �' T �' &7$'RT SPECIAL CUT DITCH SEE DETAIL 1 F / ��l S' V.k � � �LBOW��e C BEGINJ le SBG - 65 R CL4S5 B RIP RAP CLA55 RIP EST 3 TONS 5T 1 TO EST 10 SY . ST 5 SV GEOTE%TILE GEOTEXTIL O \ DETAIL SHOW/NG PAVEMENT—BRIDGE RELATIONSH/P (NTS) SITE 2 PERMIT DRAWING SHEET _ OF _ 50' 0' 100' GRAPHIC SCALE PROJECT REFERENCE NO. SHEEf NO. l7BP.5.R.56 4 '.OADWAY DESIGN HYDRAULICS ENGINEER ENGINEER FE3E]LIMIN.9�RY PLANS DO NOT VSL FO CONSTIIVCTION � �sEtv 9i��iW'o'9z.9�� IJ I E VV�, :( � I �NG�INOEEIRING ��z.5� �� z25� � DENOTES TEMPORARY IMPACTS IN SURFACE WATER INSET GRAPHIC SCALE •,� •� *� • DENOTES MECHANIZED • • � • CLEARING """--- DENOTES PERMANENT � � ��_+ P STREAM IMPACT - � S I T E 2 ``---- 0 0 3 CLASS B RIP RAP �EST 3 TONS �n\ EST 10 SY GEOTEXTILE / /C \ / � � _ I � � ��T7'N�hr��,-r ti,-r'�iLL1111 i� � . �' S.R. 1001 (DR. KING BLVDJ i � --_ � — � --�— �� R m +75 � a�s� Rr �BANK STABALIZATION SEE DETAIL 3 CLASS II RIP RAP E57 70 TONS E5T 80 SY GEOTEXTILE \ CUT DITCH SEE DETAIL 2 ��OT SfO. 2f � +50 EX157 R/W &�a �r � STATE sP5R56 , �. �� 19t50.00 —y--� � _ E%ISiING R/�^�, 1\ \ � '— SR I00/– 24'BST ---- N�r'," _i a„ �.. : I 15`. � J TEMPORARY CAUSEWAY SEE DETAI� 4 DETAIL 4 TEMPORARY CAUSEWAY (NOT TO SCALE� MIN ELEV=248.3' � CLA55 B RIP RAP 1, � NG "` � i NG GEOTE%TILE CLASS II RIP RAP FOR —L— PROFILE,SEE SHEET 5 SEE S—ITHRU S-2/FOR STRUCTURE PLANS N o � N � � SI I � L '" � �_-�IIV JI HI L 1�,rvJLi.t� �, -�- r s �. � DETAII 2 DETAIL 1 CUT DITCH SPECIAL CUT DITCH ( N t ta Scalel I N � m Smle) ��i a�� on�ti o on�n G�ound 7l F\o\te' Slape Na�ural � p� Slope d D Ground ?.� p F\o��e� Min. D=1.5 Ft. Geo�ex��ie Min. D=i Ff. Type ofLiner� CLASS B Ri�Rap Mor.d=1 Fi_ FROM STA. 13+00 TO STA. 14+30 L RT FROM STA. 17+10 TO STA. 19+50 -L- LT DETAIL 3 BANK STABILIZATION �No��o s<oie� 3,0'min l.0' r�ws � GEOTE%TILE Type ol Lincr-� CIA55 II RIPRAP FROM STA 15+68 TO STA 16+10 -L- SITE I ___ BLAND B PRUITT JR - ... ��1� � E.�/� \. � � &�a cr `� �_ � � � _ ..� µAYW�� BEGIN � �q�y �p R SBG i 5� MC_DOL1G�� =sz� ' � _ � :� ++ — -- ---�—_ f� 2 : � r * — � _ �� 3,_ -- � - sa ioo� za es- -�� . OR.MAHCIb'-tt1TFER ,' . " _ _ ' " " _ _ ' ' " _ _ ' _ _ _ ' ' 15" RCP.IV� ii � � � xr r �--� -� /REGIN— �; � SBG=66 �.� � ��— £k��77/w � -- SPECIAL CUT-DITCH CLASS e RIP RAP • / � -- &75'RT esr 3 TONs ' ', -_-�/ / / � SEE DETAI� i EST 10 SY � / .. ✓ GEi37�X71LE . �''�� ___-_..�_ — _.�� _. .. -- _�� — - _. � � .... �\ " ,� 09��— �� z. �J _- .'_ � — - __ __ - __. , ____ __ __— -- __ _ ___ _ c., � DETAIL SHOW/NG PAVEMENT—BRIDGE RELATIONSH/P (NTS) S�TE 2 PERMIT DRAWING SHEET _ OF _ 50' 0' 100' GRAPHIC SCALE PROJECT REFERENCE NO. SHEEf NO. l7BP.5.R.56 4 '.OADWAY DESIGN HYDRAULICS ENGINEER ENGINEER FE3E]LIMIN.9�RY PLANS DO NOT VSL FO CONSTIIVCTION � �sEtv 9i��iW'o'9z.9�� IJ I E VV�, :( � I �NG�INOEEIRING ��z.5� �� z25� � DENOTES TEMPORARY IMPACTS IN SURFACE WATER INSET GRAPHIC SCALE •,� •� *� • DENOTES MECHANIZED • • � • CLEARING """--- DENOTES PERMANENT � ��_+ P STREAM IMPACT - SITE 2 `-- �� -___ , � , � � l �P �, ,,�� O ;,,_ ,-- �- / ' O , � , �, � �i � � 3 ' �'� � �� , , / MON � � � �-� � —� �� , . - � � - / ; � � i / � ; : i � \ /o� ,/�//� - seE o�ai z OT �Sfi4. 2/-�3 .� � / l � � ' � � _ W _ "f.JO � i /� �x� &ia �r EN,U �ATCq��y.� \ � � � CLA55 B RIP� RAP - �BP R..]O / ; E5T 3 TONS � S�A �Q�/-50A)/1 & R EST 10 SV GEOTEXTILE � % %�� / � �\. A � � ti �W / � � _ _ —�, (�1 _ � xsrirv eiw ��. . �'„, m ' — �1'�, _—_ .0 � � •.. � F �� ` _� — � � � � �,.>> , � � ��,� � � .., , ,,, ' — _� � u —� . � r . �, � � �� -� . � � — � ��—T e �6 ?in _ _ _ _ _ _S.R._1001_(DR._KIN� BLVD.)_ _ _ _ _ _ sRv$oi- aesr I �i '� r"''"' i'IyA' •'AIPR7yf/ LUi R KlA(G JR.Bl�VO. a. . � CLA55 RIP �si i ro ST 5 SV ` \ .\ JS �, ��\� � \ � � &75' RT `�ANK STABALIZATI�QN � O � \ �`� SEE DETAIL 3 \� � CL'ASS� II RIP RAP �. ,\ � \ � ES'Y 70 TONS ' �� ES�i AO SY GiOTE%TILE , � \ \ \ � ��,�� '�� \ \ '\ � � � �\ �� TEMPORARY CAUSEWAY SEE DETAI� 4 --�no�s -- — = � DETAIL 4 TEMPORARY CAUSEWAY (NOT TO SCALE� MIN ELEV=248.3' � CLA55 B RIP RAP 1, � NG "` � i NG GEOTE%TILE CLASS II RIP RAP FOR —L— PROFILE,SEE SHEET 5 SEE S—ITHRU S-2/FOR STRUCTURE PLANS z 0 .1 r ' � 290 280 270 260 250 . 240 230 220 21� . 200 BRlD6E HYDRAULIC DATA DESIGN DISCHARGE = 6600 CFS DESIGN FREQUENCY = 50 YR DESIGN HW ELEVATION = 258A fT BASE 0/SCHARGE = 85/0 CFS BASE FREQUENCY = l00 YR BASE HW ELEVATION = 259.80 FT OVERTOPPING DISCHARGE = 8920 CFS OVERTOPPING FREQUENCY= 100+ YR OVERTOPPING ELEVATION = 260.5 FT PROIECT REFERENCE NO. SHEET NO. l7BP.5.R.56 5 ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER � : ... ... ��. �= � li: ..: : � "r'.'. �, � i i �.-- FRE]LIMIN RY PLANS .. .... �. I Iu. i. i.__ I I L pp NOT VSL FO CONSTIIVCTION I. . . . ..1._ , u li.. . . � �: . ;.:. ; � ; � � �: , _ _., � , , � �... , _T .� , — -- . . ;—.. �� I' � � � . 1 � � . . . ..i �J ... .- � 4! l...l . i. _' 1 . � .. ��I � si:i .._ . �� .o � � `"' �ECOLOGICAL S T E Vu`; ��ENGINEFRING � � _ _ _ __ DATE OF SURVEY = 07/07/20/4 - , ,I, ,, WS. ELEVATION �'i � � AT DATE OF SURVEY = 245.3 FT — ,f �, _ 'I 'I _ � ,_ � �I� — II� — � , �, � � --� — � - — — "� �_ — , � � � � � _, � �— -- --- , , � �� _ -•— - ' � -- — -- — — -- — f END GRADE Pl = 13+50A0 � . —L— STA 19+50.00 EL = 260.43' ' � � VC = l00' — — —� - : , --, . EL 2763/ � � � r ��_ K = /24 BEGIN GRADE '� END BRIDGE —L— STA 12+35A0 ! BEGIN BRIDGE —L— STA /6t36.23 Pl = 16+60A0 � EL260.77 � i —L— STA 14t83.77 � VC = 520'� � � � . �'� — -- K = //7 � _ �,, _ __ _ � � — � . � � � � ---------- -- - —�+��aoo� ---- -- � �' � � — r- .�000i r+�o �� , ' �� , � — - - - �-i o.sasi - - - �' � �� - EL=24 .3', ___ "_ �_ r ; � — -- -- --- - � ---- - � i'ii �ii �i _ I � I �' � y �. i i � m rr , 1 ,�� - I T i . . . - O . . _ .. � � ,rw �i i li i i i i i i ' o m i � . �� , �� . . i i � � � . ... .. .... . . N f � ��,.i i i ,.i,, �,i��: i N `�' r i _ � � i II Ill�i . II r � . i i Q . ,_� � � � Q � � � � �� J..I . J � �� .... ...... ...... ...... ...... .... ... �i �i i �i � , t� �W � i TEMPORARY � BM* l N=958794' E=2240774' i CAUSEWAY RR SPlK6E �� ld' SYCAMORE I i� BM" 2 N=959823' E=2240986' , ,', ,', _ _ I � ELEV.=267.30, i i RR SPIKE lN 34" OAK i� i �:� i , �� . WS ftEV = 245.3'--� �. . . DATE OFSURVEY ... ........................ .. - . _ . . . . . . . _ . . . . . -. . . . . . . 07N72014 ��=-� � .�� .._ .- . -_ - - _ -. _ - _ _ __,. _ -. . .. .. .ii i � . ,, �,. -- - . � � � � �� , , - _ _ � � � � � � � -� ,- —�- ,-� � �� - , � � � � � � �,� ,,, � , ; � ; _ FOR —L— PLAN VIEW,SEE SNEET 4 , , — � � � ' — — — — — — — — -- ' =— � 10 11 12 13 14 15 16 17 18 19 20 21 WETLAND PERMIT IMPACT 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 14+16/14+75 -L- LT 1@90', 1@60', 33" 0.02 BOX BEAM 2 15+55/16+03 -L- LT 1@90', 1@60', 33" 0.01 < 0.01 0.03 70 70 BOX BEAM TOTALS: 0.03 < 0.01 0.03 70.00 70.00 Mechanized Temporary Fill Temp. Surface In Wetlands Surface Water Water Clearing in Due to EC Impact Wetlands Impacts: �sa. Ft> (Sq. Ft) DeviceFt) (Sq. (Sq. Ft) Site 1 0 1000 0 0 Site 2 1324 463 0 244 Total 1324 1462 0 244 Revisetl 3/31/05