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Home My WebLink About20151330 Ver 1_Application_20151218Y,�`¢� f ;.�� , Transporiation December 18, 2015 USACE Raleigh Regulatory Field Office 3331 Heritage Trade Drive Suite 105 Wake Forest, NC 27587 Attention Subject: Dear Sir: Eric Alsmeyer Project Manager PAT McCRORY Governor NICHOLAS J. TENNYSON Secretary Project Number (aka WBS number): 17BP.S.R.58 Structure No. 340071 over Cypress Creek on SR 1636 (Sykes Road) in Franklin County The North Carolina Department of Transportation (NCDOT) proposes to replace this bridge. This project is similar in nature to projeets processed under the Low Impact Bridge Replacement Program (LIBRP). Accordingly, the LIBRP format has been utilized in the permitting of this project. A site visit was conducted by USACE on June 26, 2014. The following are attached to this cover letter: Low/Minimal Impact Bridge Data Sheet Attachment L: LIBRP impact data sheet Stormwater management plan Riparian buffer permit drawings Stream/Wetland permit drawings If you have any questions or need additional information, please contact Mr. Chris Murray at (919) 220- 4633. Sincerely, (J�- � "�' J. Hopkins, P.E. Division Engineer c: Division 5 file, NCDOT Rob Ridings, NCDENR-DWR �Nothing Compares�._ State of North Carolina � Department of Transporhation � Division Five Office 26 ] 2 North Duke Street � CS # 17-27-03 � Durham, North Carolina 27704 919-220-4600 Telephone � 919-560-3371 Fax Ik .. 9kr .P +�+E � � "` �, '' !l� .* � . �= r _.... ! �� 'I �SP.�.�. �� _ _.... ._ _ � ��rt� �r�a� ic�in _ _ � _ �r�� C��ber �rid � 34�L�i� ___ ; ��r�y��i�r� �r�.�� i��. 7� ci.r�r ��r�s� �r�e�Y �� f�� €��d'� ! �� T�r-��r�i��:� �tiv�:r S��r� _. ... ___ _ ..__ �I��i��t��s� �3; ��'� __ __ _ : ��r� ;�� -�"!- 1� _. ��`�� _ �r��;a! ��r�� , �� °�� 1ir��r �� id� __ '��'��... . �'r��r�s��d �tan�r�� h�r�n�� ' ��t�� °�� _ . ��:3, 1 �J', � ��'� � _ __ _ _ _ _ __ _ ;��f�. ��ira _ 2�.� ��s�e�� r�a��ar� �� _ . ... _ 24" ��e� �1�� it� �.�' �a � _ _ _.. . _ �� _ _ ��7€��, 1 �a° _ . ._ _. ��i t�� i� �� .� �c L�� I�s�� .�� '�r�€��r��n:�� 4�� i�� fe�� t��np��ar� s�r�arr€ ir�ap�� iin�� f�� is �t�� c�r��€�rr��i �i�f�i� �l��i.� lirrri�� a�i �� r°�� t� �.� �� _ _ _ ��,�� a�� . _ �.�� , _ _ _ _ _. __ _ _ �'�� i��r� �� r��i� �� _� ��r� _... __ ........ _. . . __ _ _ . . _._... __ . _ _ _ _ __ �� #� �� __ . _ ��i fi� li��; _. _ _ _.. �� t� ��• _ �.7��i �� "� R �,8�1 �� _ __ � _... ... _.... ��r � ��r� �� r�� f� �'�t� "�� w __ _ �� '� ��r��t�r ��r��t �� `�� _ �� . _ _ _ __ _ _ _ _. :��_�: �� ?��: cs� f v.e��snea�,e�l, ti� ��. ��',�� T�r F�tu�*r arirs�{r�u��el �a P�:?C.�i8t3X�M'�.:.kktif33,r,: i�:G ��,X}i!"sta (. iut a•&'r'145�1 h�i: i'C:i�ih'� _ _... .__.... .. _..._....... a �iti c�a�lt tvr :,'m- sm�r i��3rtv�.ss�! '��: � ��t� �� 7�� ?�,��r.�,rrymu x�;: tv i tv5ica�aux's susri �r: �df� __. _ _.......... _.__ ........... . ...__. _._. : ' A��;<f��rr� 3r rr�-e�raxt b:�#: F'+::�ibia _ .. _ _ .__ t•a?�.k�:�:�d� I�+G E:*asv; �rr.�-9 tur-dgarrE�; �€ �:^ kft'�;ct ' �I� ��C#�� T�* fiiver sp�n;+m3.r � iac �ff�r,t ii�ich�aa,�x:'� s;a=�aa:c_ i�ic �f��+c= NotihFirv3:;.nr-a,�rz�i;t�t ev'ERY�L`�,AI+ �i�T��i�� }�� . __ . �CJt sz�,�? ��ia�L� �� a�� a�.��; __ _ __ _ _ ___ _ �i�t��f��h� �at � �+lica�i� ,n._.K, _ _ _ _ _. 7°�°�� '�r�a�t � �� °��r�t _ _ _ Ncs� �, I��1� _..._ ; `�°'t°�t�'� �a��dl��ar�� ''��i _ I�t�� ,�, li��{� ; _. ..... __ `�d`�� v��s� i�t�� lic��al� �s�,i�ll�;l��.� 1�t3� � li��l�l� ��ii�� is� �a�� lr� 1�� _ _ ��TM. � ��ir� �la� I� li�a�l� �� r��t �c�t A iic�ble _ ___ _ __ _ __ __ ��a��'�'�� t€� ��ar�e �:�; uir��' ��`1�/��3�� _ __ ��c�� ; �� r�t�� ai��d �1��,��J1 � __ _. �"�'i�� i �.��e�� t�# ,� Ii��bCe � ��a�� 1�t ,� li��b�� _ __ � �."�� , ��a��c�� I��i �� ic�b�� 1� �� i� �i��r �� . _ ��r�� i�� l��r�� _ _ ___ ' i��.#, ��°�� _ h�c� _ _ __ _ __ . F��a�;�� i _ �+� _ .. .... . _ _ _ _ __ .. __ ... ..... _. . _.. �4��+1�' ��i ��r�� .ir�it�d l��ai� �i��y - �l�,� �"yp� �b - ��rr��r�d ��1 ��2�1 � �i��`� : �� _. _ __ ___ .._ _ .............._....._. ��fea�� l� __ _ _ .... �..��i�t°� �..,�`t" _ _ ��.�� V � _ _ _ _ _. _ _ �� 7�.2�2�� d� . �a�� at��r�� .�`� ' ��, _ _ __ _ ___ _ � ,. � , , __ _ _ , . _ _ _ __ _ _ _ __ _ _. __._._ __. � � � � , # ,�� ,�� _ � � _ _ _ _ _ _ _ _ . __. __. _ > � _ _ _. �� a � ` . � �, Fr �._,x � _.... __..._ ^ x _k"�� 3` �' ' C�� ' ��°i�� r�� _ _ _ __ __._ � _ _ __ �;�/e Cil. _ _ ��i�� u��°�� °�w��° � �� rtl� �aro�i�a D��r��nt of E�viror�ment �nd �latura� R�s�u�c�s Di��ision �f �v'a�er �ualit� Pairick L ��cCrory GQleen H. �ullins ��}�rnc�r �irector �onaid R. van der Va�rt Secref�ry Attachment L: Low Impact Bridge Replacement Process Project Number (aka WBS number): 17BP.5.R.58 Bridge No. 340071 over Cypress Creek on SR 1636 (Sykes Rd.) in Franklin Co. This project can be characterized as meeting the parameters associated with the Low Impact Bridge Process as agreed to on October 6, 2009. Accordingly, this project meets the documentation requirements and approval procedures under NEPA, as defined by FHWA, for Low Impact Bridge Replacements. This project meets the standards of NCDOT Minimum Criteria Rules. Date: December 18, 2015 Applicant Name: Joey Hopkins, P.E. Applicant Address: 2612 N. Duke Street Durham, NC 27704 Primary Contact for Project: Chris Murray, PWS Phone Number: (919) 220-4633 Is this an after-the-fact application: River Basin: Tar-Pamlico River Yes X No Stream Classification: B; NSW with DWR Index Number of 28-31-(1) Regulatory Authorization Options for this Activity Federal: Stream and Wetland State: Stream, Wetland and Riparian Buffer Authorization Local: None Project Description: See attached spread sheet for project-specific information Permanent Impacts: See attached permit drawings and summary sheets. Note stream, wetland and riparian buffer impacts. Stormwater Information: See attached stormwater management plan. Signature: �� Print Name: Christopher A. Murray, PWS Title: Division 5 Environmental Supervisor Trans�oriation Permit�inc� Unit ._ �b5� �11�i1 Se;vice Cer7ter, R�leig��, �c�rth Carolir�a 27��9-1�50 Locatiorr: 2.�21 Gr�btr�� Blv�., R�lei�h, P��rth Carofina 2� ��4 Phon�: u?9-733-�7�6 i ��X: �319-1�3-6�9'� Int�rn�t. h�fip;f1h2�.err,state.n�.us.%nc�detlar�si An E:�t:al �J�;�art.ir�ity'', Affirrnativa Ar�ion Err�rlover ��i� � ��h��,�-0��n�. � ��t��`�� Hi�;hWay North Carolina Department of Transportation � Stormw�ter M ,,,,,�„�,,, Highway Stormwater Program �_� STORMWATER MANAGEMENT PLAN (Version 2.04; Released November 2015) FOR NCDOT PROJECTS WBS Element: TIP No.: 176P.5.R.58 County(ies): Franklin Page 1 of 1 General Project Information WBS Element: TIP Number: 17BP.5.R.58 Project Type: Bridge Replacement Date: 12/1/2015 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 : Franklin 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): 0.1 Miles Surroundin Land Use: Rural area with forest and agricultural landuses Pro osed Pro'ect Existin Site Pro'ect Built-U on Area ac. 0.4 ac. 0.3 ac. Typical Cross Section Description: 2@ 11 ft lane, 4.0 to 4.8 ft shoulders, with total bridge width of 33.0 ft and total bridge 2@ 9.5 ft lane with total bridge witdh of 27 ft and total bridge length of 90 ft. length of 115 ft. Annual Avg Daily Traffic (veh/hr/day): Desi n/Future: 600 Year: 2015 Existin : 570 Year: 2013 General Project Narrative: State Project 178P.S.R.58 involves the replacement of the existing NCDOT Bridge #340071 on SR 1636 over Cypress Creek. Bridge #340071 consists of 1@ 30'-3", 1@30'-0", (Description of Minimization of Water 1@30'-3" concrete deck on timber piles with concrete caps. The proposed bridge at #340071 will be 1�a 70', 1@45' 24" cored slab with 4' caps and sloping abutments. The Quality Impacts) proposed bridge is located in zone AE of FIRM map number 3720283100J and was studied by "Limited Detailed" methods. The proposed bridge will provide more hydraulic opening than the existing bridge. Deck drains are proposed on one side of the bridge to meet spread design criteria. One stormwater outfall is proposed which will be placed at a distance to minimize disturbance to adjacent wetlands and outside of the buffer zone. A Rip Rap pad will be utilized to dissipate the energy. Waterbod Information Surface Water Body (1): Cypress Creek NCDWR Stream Index No.: 28-31-(1) NCDWR Surface Water Classification for Water Body Primary Classification: Class B Sup 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 Pro'ect Includes Bridge S anning Water Bod ? Yes Deck Drains Dischar e Over Buffer? Yes 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) •� � V � � O V OFFSITE DETOUR ROUTE See Si�et 1-A Fo� Index of Sl�ets See S/�et 9-B For Conventlonal Symbols ��'��I�1I�; C�I�° �'C�1��C'1H� �C�� IIE�C�II��I1� �� IE� �� FRA11tl�LI1� C� U1�TY LOCATION: BRIDGE 1110.71 OVER CYPRESS CREEK 0111 SR 1636 (SYKES ROAD) TYPE OF WORK: GRADING, DRAINAGE, PAVI11tG, AND STRUCTURE WETLAND AND SURFACE WATER IMPACTS PERMIT BEG/N STATE PRaJECT 17BP5RS8 _/ _ GfY� CT A /rJJN1 M ~S��E � \ s\ ��.. _'•�•. . �� -L- BEG/N BR/DGE �- Par sra CLEARING ON THIS PROJECT SHALL BE TO LIMITS ESTABLISHED USING METHOD _ THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. GRAPHIC SCALES DESIGN DATA PROJECT LENGTH LENGTH ROADWAY STATE PROJECT 176P.5.R.58 = 0.082 mi. 50 25 0 50 100 ADT = 600 V= 55 MPH LENGTH STRUCTURES STATE PROJECT 17BP.5.R.58 = 0.022 mi. PLANS CLASS = RURAL TOTAL LENGTH STATE PROJECT 176P.5.R.58 = 0.104 mi. 50 25 0 50 100 LOCAL SUBREGIONAL TIER PROFILE (HORIZONTAL) 10 5 0 10 20 STEWART For NOR7H CAROLlNA DEPARTMENT OF TR9NSPORTATION 20[2 STANDARD SAEC7FICAT(ONS .,� �.n �.. .� � C. 17BP.5.R.58 R�1f PlOI.FQ R�.PlOLNO. 17BP.5.R.58 WA 17BP.5.R.58 WA 17BP.5.R.58 WA � � CONSTRUCTION PERMIT DRAWING PRELIMINARY PLANS S H E ET O F DO �OT USE POR CONSTRUCTION END STATE PROJECT I7BP5R58 -L- PoC STA /7+50.00 END BR/OGE -L- POT STA/5f20A0 HYDRAULICS ENGINEER �' SE`/EN PAtHs R�. ANDY YOUNG. PE s�cxAzur�: RIGHT OF WAY DATE: pRo�scr Excrxccn ROADWAY DESIGN ENGINEER MAY 22. 2015 MICHAEL BURNS, EI PROJEC7'DES7GN ENGlNEtR LETTIIVG DATE: LISA GILCHRIST. EI IV V1Y � �, Z O� 6 NCDOT CONTACT P.E. � STEWART �� kM �� 11515ECa�YNl2J51buIte101 (9]9J SSJ-119LY !�ECOLOGICAL �—� ENGINEERING N I � � K SITE I SITE 3 VAR.PS. � GRAU-350 TL-3 TYPE-III � 8:1 � � N � _ .N_ � O ta 8.•/ � GRAU-350 TL-3 NPE-III � � z VAR.PS. DETAIL 1 DETAIL 2 CUT DITCH BANK STABILIZATION �Noi�o Scole) (No�ro S�ole� F.on� 3.0� c�o��d ?�i ti�o a` sioae s.o� D F d Hws 4 Geofe�iile M'in. D=1 Ft. GEOiEXTIIE Type of Liner= CLASS 6 RIP RAP Max. d=1 Ft. FROM STA.13+00 TO STA.13.65 -L- LT Type o4�'��e.= c�nss naia anr FROM STA 14+85 TO STA 15+00 -L- .,,�YiUi�rv> i?, & CE6 ' ., . . Ges S:SIi'G 5"s( � � . � 7GN N, TU62ivcR PG 54 �S/7"1 VAR. PS. NPE-III GRAU-350 TL-3 � � 1 N 8:1 TYPE-III GRAU-350 TL-3 � VAR. PS. DETAIL SHOW/NG PAVEMENT—BRIDGE RELATIONSHIP (N.T.S.) DETAIL 3 TEMPORARY CAUSEWAY (NOT TO SCAIE� MIN ELEV-188.5' � CLP,SS B RIP RAV � NG � i � NG _ GEOTEXTILE CL455 II RIP RAP FROM STA l4 i 60 TO STA 74 i 92 -L- I N SITE 3 I TEMPORARY CAUSEWAY SEE DEfAIL 3 BANK STABILIZATION: STREAMBANK WILL BE STABILIZED WITH CLA55 II RIP RAP FOLLOWING REMOVAL OF TEMPORARY CAUSEWAY. SEE DETAIL 2 EST 140 TON CLA55 II RIP RAP EST 150 SY GEOTEXTILE CLASS II RIP RAP — EST 755 TON E5T 190 SY GEOTE%TILE PERMIT DRAWING SHEET OF ti-�o _ _ �� 50' o' ioo' ,L 9 � GRAPHIC SCALE �Ij 200� o� aoo� INSET GRAPHIC SCALE s � wE: sw��nRiNCE� . �P,PhGE 230-232 . ._.. P3 207 PROIECT REFERENCE NO. SHEET NO. l7BP.5.R.58 4 RNJ SHEET NO. ROADWAY DESIGN HYDRAUUCS ENGINEER ENGINEER 1DREH,IMIN RY PLANS DD NOT VSB PO CONSTRUCTION �ECO�'.OGICAL ENGIIVEERING �DENOTES TEMPORARY IMPACTS IN SURFACE WATER �DENOTES IMPACTS IN SURFACE WATER �� * DENOTES MECHANIZED � * � � CLEARING � DENOTES EXCAVATION IN WETLAND O .. c:r,N�E & FRn1t;cT�elf. :'ti' . SITE 4 FOR PROFILE, SEE SHEET 5. SEE SHEETS S—ITHRU S—/9 FOR STRUCTURE PLANS. SITE I SITE 3 VAR. PS. � � GRAU-350 TL-3 TYPE-III DETAIL 1 DETAIL 2 CUT DITCH BANK STABILIZATION �Noi�o Scole) (No�ro S�ole� F.on� 3.0� c�o��d ?�i ti�o a` sioae s.o� D F d Hws 4 Geofe�iile M'in. D=1 Ft. GEOiEXTIIE Type of Liner= CLASS 6 RIP RAP Max. d=1 Ft. FROM STA.13+00 TO STA.13.65 -L- LT Type o4�'��e.= c�nss naia anr FROM STA 14+85 TO STA 15+00 -L- SITE 5 :`.?'�.90ND Q. & G"t%Z ,. ,.. . . DB 931PG 9:�7 � � WOODS ' --- �� \� �o�i.00 EX�ST R/�✓ & 50' R7 � _ WOODS - \ \ \� s il" . SPECIAL NT DITCH �, W/CLASS 6 RIP RAP CLASS B RAP SEE DE?AIL 1 EST 3 TON ° . �\ E5T 10 $Y '\ GEOTEXTILE 00 � . , •'�'• .'. \ nv / . . . � ��^ / � , . . � • � • .�/ +44./8 ( •✓ `0'U\ ��.. l a— B F.i i F �� r �2��r' F F^ - DETAIL 3 TEMPORARY CAUSEWAY (NOT TO SCAIE� MIN ELEV-188.5' � CLP,SS B RIP RAV � NG � i � NG _ GEOTEXTILE CL455 II RIP RAP FROM STA l4 i 60 TO STA 74 i 92 -L- N N 1 �/ SITE 3 -J . _,_ - wuC�» � - TEMPORARY CAUSEWAY 1 ; _. .� �� SEE DEfAIL 3 -� ama � � - __ �%z � BANK STABIUZATION:STREAMBANK �2 �-' � WILL BE STABILIZED WITH CLA55 II - /� RIP RAP FOLLOWING REMOVAL OF - —� �(`L� / TEMPORARY CAUSEW.4Y. � -- �.:.�.. ... _ � ' ti% , '� SEE DETAIL 2 � , �� . , ,.. , .�' -. �,4ZF�GN-54 TiiRNER . esT iao roN _... CLA55 II R1P RAP � � SP. � $9/T7 - - - EST 150 5Y GEOTEXTILE � CLA55 II RIP RAP — EST 155 TON E5T 190 SY GEOTE%TILE VAR. PS. NPE-III GRAU-350 TL-3 O f GRAU-350 TL-3 NPE-III �I / TYPE-III �GRAU-350 TL-3 END BRIOG£ "� -L- SfA/5+20.00 VAR. PS. - VAR. PS. BEGIN APPROACH SLAB -L- STA/3f94D0 DETAIL SHOW/NG PAVEMENT-BRIDGE RELATIONSHIP (N.T.S.) � W U H 2 � �I I PERMIT DRAWING SHEET _ OF _ 5�� a� GRAPHIC SCALE 200� o� aoo� INSET GRAPHIC SCALE . ..��.i_STINE SWEARINGEN . ��C Y,PAGE 230-232 . _... _�G 207 , --��:: _� t � / / / i � /,; / � / WOODS / ( CLASS B RIP RAP � � / � � EST 1 TON PROIECT REFERENCE NO. SHEET NO. l7BP.5.R.58 4 RNJ SHEET NO. ROADWAY DESIGN HYDRAUUCS ENGINEER ENGINEER 1DREH,IMIN RY PLANS DD NOT VSB PO CONSTRUCTION �ECO�'.OGICAL ENGIIVEERING EST 5 SY GEOTEXTILE SITE 5� . "' � �� '.� . . � � � / -SITE 4 �� ti F �5oao � � -5L22 EXIST r/W a�r a s; �r .. .. -`-i^.-r�"-..:� SITE 2 DENOTES TEMPORARY +5o.oc � IMPACTS IN SURFACE WATER EXlS7 R/W & sa Rr �DENOTES IMPACTS IN SURFACE WATER .. �� DENOTES MECHANIZED \ �� "� � �� CLEARING � DENOTES EXCAVATION S IN WETLAND O . c.r,N�E & FRn1t;cT�elf. :'ti' . SITE 4 FOR PROFILE, SEE SHEET 5. SEE SHEETS S—ITHRU S—/9 FOR STRUCTURE PLANS. �� N I 0 � 210 200 190 l OO � 7� 160 150 PROIECT REFERENCE NO. SHEET NO. 178P.5.R.58 5 RNJ SHEET NO. ROADWAY DESIGN HYDRAUUCS ENGINEER ENGINEER . . . �. . � . ... .. '. .I' I I i..: ..: : I 'r'.'. . .�. .. � � ` .. .. I U 1 . . .. . . . �. . . �I��. _1. I Iu. _ �_I I J L �. i FRE]LIMINP RY FLANS .1. I . � ��... l �I LI � � .. '.. ..�.�. .. ..�. . . . ..1._ , u J.. . i -' �: ' DO NOT U5B PO CONSTRUCTION � .�.i �: . �. . . - .. �... . � � � : '�i ' -�- 'l i i i , .. .. . . . . . . _ .. .. . ,i , . . . . . . .. .. . I .. ..I_ � _ I . _.. , . i . . . . . : . �: . ; . : . . �: ; . . . . � : . : . . . . . : : . .. . �. �: . . : �. . . ... � .. � . . . .. �. �J ....... _�. ._�_. ....: � I i. ...... �. . .,.. ; �. �� ....■■■■■■....■■■■■■■o■..o �O ��On��NO �■..■....■■■■■..■■■■w.■■.. �u��v��u000u��aou �'.�� .�� iiiiiiuiiii W�u �� u�� o�uu ' �ECOC.OGICAL � ENGINEERING _ i ii i _ _�_ 0 � �� - --____ _ _ - - --_ __ �_ � � � � � � � _ � _ ,�,�� _� � � � � r�. . - - ---''i ��.i ii i � i i. . ..... ...,. ___. __. i. . ii. .... .. . . . .... � � � � � ' TBM •2 EL=198.63' ' . . . . . . . . . . . . . . . . . . . -L- STA. 12+96.02 37.75' RT. �. : � � RR SPIKE IN 18' PINE -- — -- - -- -- ---- -- .- � TBM •I EL=201.00' �� BL STA. 15+36.12 65.9' LT. RR SPIKE IN 30" OAK TREE � BEGIN GRADE - -�- STa�2+00A0 BEGIN BRIOGE END BRIDGE EL195.45 -L- STA/4+05A0 -L- STA15+20 Pl = l6+ppAp �I END GRADE - EL = /9422' � -L- STA 17+50.00 __ _ -- , EL /96J/ VC = l90' i --- ----- - K = /2/ - -- -- _�� - - - EL 188.5' �� (-1 /54% — — — 77f3080% (+)12600% � . < _-� � J I I __ v,. y , . . . . . . . . . . _ = J J I I � �;� I � i ,_' _ _ ., . . ., .,. . ..._.. U Z � o� a�� j I I � �� , �U' Q� O Q� %/ C USOEWAY -III m�W W�W � �I i � - WS ELEV - 186.6'J � � DATE OF SURVEY ,�nno,a .----•- --: — -_— -- - — — , � BR/DGE HYDRAUUC DATA DES/GN D/SCHARGE = 2200 CFS DES/GN FREQUENCY = 5 YR DES/GN HW ELEVAT/ON = 1937 FT BASE D/SCHARGE = 5475 CfS BASE FREQUENCY = l00 YR BASE HW ELEVAT/ON = /97.66 FT OVERTOPP/NG D/SCHARGE = 2759 CFS OVEftTOPP/NG FREQUENCY= � YR OVERTOPP/NG ELEVAT/ON = 194.8 FT DATE OF SURVEY = l2/l5/20/4 WS. ELEVAT/ON = /86.6 FT AT DATE OF SURVEY � , � LEFT DITCH FOR PLAN V/EW, SEE SHEET 4 �_ _ _ _ _ _ _ � .." .. o ..". ' .�:�:' � ... :`.'.. '.1'.. ' .�.'.' ... � ,.. ... 1 ., ...... ,.....i- —___. ,__._ r _ i __._, i-._.:: '.�::. i __.... .... 11 12 13 14 15 16 17 18 19 210 200 190 � $� �7� 160 150 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) (tt) (tt) (tt) 1 13+90 - 14+27 -L- LT 1@70', 1@45'; 24" 0.01 CORED SLAB 2 14+85 - 15+38 -L- LT 1��0', 1@45'; 24" < 0.01 0.02 CORED SLAB 3 14+19 - 14+49 -L- RT �@�� ° 45'; 24" < 0.01 CORED SLAB 4 14+86 - 16+13 -L- RT �@70', 1@45'; 24" CORED SLAB < 0.01 0.03 14+60 - 14+86 -L- 1�a 70, 1@45'; 24" 5 CORED SLAB <0.01 0.03 49 49 49 TOTALS: < 0.01 0.07 <0.01 0.03 49.00 49.00 49.00 Excavation in Mechanized Wetlands (Sq Clearing in Ft) Wetlands (Sq Impacts: F'� Site 1 0 541 Site 2 33 860 Site 3 0 395 Site 4 224 1095 Total 257 2891 Revisetl 3/31/OS •� � V � � O V OFFSITE DETOUR ROUTE See Si�et 1-A Fo� Index of Sl�ets See S/�et 9-B For Conventlonal Symbols ��'��I�1I�; C�I�° �'C�1��C'1H� �C�� IIE�C�II��I1� �� IE� �� FRA11tl�LI1� C� U1�TY LOCATION: BRIDGE 1110.71 OVER CYPRESS CREEK 0111 SR 1636 (SYKES ROAD) TYPE OF WORK: GRADING, DRAINAGE, PAVI11tG, AND STRUCTURE BUFFER IMPACTS PERMIT BEG/N STATE PRaJECT 17BP5RS8 _/ _ GfY� CT A /rJJN1 M ~S��E � \ s\ ��.. _'•�•. . �� -L- BEG/N BR/DGE �- Par sra CLEARING ON THIS PROJECT SHALL BE TO LIMITS ESTABLISHED USING METHOD _ THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. GRAPHIC SCALES DESIGN DATA PROJECT LENGTH LENGTH ROADWAY STATE PROJECT 176P.5.R.58 = 0.082 mi. 50 25 0 50 100 ADT = 600 V= 55 MPH LENGTH STRUCTURES STATE PROJECT 17BP.5.R.58 = 0.022 mi. PLANS CLASS = RURAL TOTAL LENGTH STATE PROJECT 176P.5.R.58 = 0.104 mi. 50 25 0 50 100 LOCAL SUBREGIONAL TIER PROFILE (HORIZONTAL) 10 5 0 10 20 STEWART For NOR7H CAROLlNA DEPARTMENT OF TR9NSPORTATION 20[2 STANDARD SAEC7FICAT(ONS .,� �.n �.. .� � C. 17BP.5.R.58 R�1f PlOI.FQ R�.PlOLNO. 17BP.5.R.58 WA 17BP.5.R.58 WA 17BP.5.R.58 WA � � CONSTRUCTION BUFFER DRAWING PRELIMINARY PLANS S H E ET O F DO �OT USE POR CONSTRUCTION END STATE PROJECT I7BP5R58 -L- PoC STA /7+50.00 END BR/OGE -L- POT STA/5f20A0 HYDRAULICS ENGINEER �' SE`/EN PAtHs R�. ANDY YOUNG. PE s�cxAzur�: RIGHT OF WAY DATE: pRo�scr Excrxccn ROADWAY DESIGN ENGINEER MAY 22. 2015 MICHAEL BURNS, EI PROJEC7'DES7GN ENGlNEtR LETTIIVG DATE: LISA GILCHRIST. EI IV V1Y � �, Z O� 6 NCDOT CONTACT P.E. � STEWART �� kM �� 11515ECa�YNl2J51buIte101 (9]9J SSJ-119LY !�ECOLOGICAL �—� ENGINEERING DETAIL 1 DETAIL 2 CUT DITCH BANK STABILIZATION �Noi�o Scole) (No�ro S�ole� F.on� 3.0� c�o��d ?�i ti�o a` sioae s.o� D F d Hws 4 Geofe�iile M'in. D=1 Ft. ceorexrne Type of Liner= CLASS 6 RIP RAP Max. d=1 Ft. FROM STA.13+00 TO STA.13.65 —L— LT Type o4�'��e.= c�nss naia anr FROM STA 14+85 TO STA 15+00 —L— �O DETAIL 3 TEMPORARY CAUSEWAY (NOT TO SCAIE� MIN ELEV-188.5' � CLP,SS B RIP RAV � NG � i � NG _ GEOTEXTILE CL455 II RIP RAP FROM STA l4 i 60 TO STA 74 i 92 -L- BUFFER DRAWING SHEET OF ti-�o � � ��f � 50' o' loo' V9 �O GRAPHIC SCALE ,� I50' 0' 300' INSET GRAPHIC SCA�E PROIECT REFERENCE NO. SHEET NO. l7BP.5.R.58 4 RNJ SHEET NO. ROADWAY DESIGN HYDRAUUCS ENGINEER ENGINEER 1DREH,IMIN RY PLANS DD NOT VSB PO CONSTRUCTION �""""'"'°`8`=°I �ECO�'.OGICAL I ENGIIVEERING SITE 1 SITE 3 r -L- STAl5+3/AO VAR.PS. VAR.PS. � � � GRAU-350 TL-3 TYPE—III � TYPE—III GRAU-350 TL-3 � 8:1 � � � o a � l � � i � -� o - a �, � N � � a.•i s:i � GRAU-350 TL-3 NPE—III � TYPE—III GRAU-350 TL-3 � � END BRIOG£ �, -L- SfA/S+Qp,pp VAR.PS. z VAR.PS. o BEGIN APPROACH SLAB � -L- STA/3f94D0 � � ��w u, � DETAIL SHOW/NG PAVEMENT—BRIDGE RELATIONSHIP (N.T.SJ SITE 4 FOR PROFILE, SEE SHEET 5. SEE SHEETS S—ITHRU S—/9 FOR STRUCTURE PLANS. BUFFER IMPACTS SUMMARY IMPACT BUFFER TYPE ALLOWABLE MITIGABLE REPLACEMENT ROAD PARALLEL ZONE1 ZONE2 TOTAL ZONE1 ZONE2 TOTAL ZONE1 ZONE2 SITE NO. STRUCTURE SIZE / TYPE STATION (FROM/TO) CROSSING BRIDGE IMPACT (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) 1 1@70', 1@45 ; 24" CORED 13+46 TO 14+24 -L- LT X 979.1 851.4 1830.5 SLAB 2 1@70', 1@45 ; 24" CORED 14+90 TO 16+02 -L- LT X 1279.1 794.7 2073.8 SLAB 3 1@70', 1@45'; 24" CORED 13+70 TO 14+46 -L- RT X 809.5 644.8 1454.3 SLAB 4 1@70', 1@45'; 24" CORED 15+19 TO 16+57 -L- RT X 678.7 539.8 1218.5 SLAB TOTAL: s�as.a 2830.7 6577.1 Rev. May 2006