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Home My WebLink About20151285 Ver 1_Application_20151211. Y.;�''�' . , ::,;- � Transportation December 11, 2015 USACE Raleigh Regulatory Field Office 3 331 Heritage Trade Drive Suite 105 Wake Forest, NC 27587 Attention: Subject: Dear Sir: Eric Alsmeyer Project Manager PAT M�c C RO RY Governor I�IICHOLAS j. TENNYSON Secretary Project Number (aka WBS number): 41665.3E Structure No. 720014 over Byrds Creek on NC 157 (Guess Road) in Person.County The North Carolina Department of Transportation (NCDUT) proposes to replace this bridge. This project is similar in nature to projects 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 February 25, 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 Jurisdictional resources summary sheets NC DEQ Buffer mitigation acceptance letter If you have any questions or need additional information, please contact Mr. Chris Murray at (919) 220- 4633. Sincerely, �i�.� `"�--�.- J. Hopkins, P.E. Division Engineer c: Division 5 file, NCDOT Rob Ridings, NCDENR-DWR �Nothing Comparess=�.� State of North Carolina � Department of Transportation � Division Five Office 2612 North Duke Street � CS # l�-2�-03 � Durham, North Carolina 27704 919-220-4b00 Telephone ( 919-560-3371 Fax <t� � ! *. '� ; � � `� � " � � � � ,�.: �� "� �s�r�>��. __._ _ __. ��r�� r� �� r ��°��e ��i�'�� __ �� € i�� . "� � ��:r �yr�i� �r�� s� �� I��i� . _ __ _ ' �� _ _ �ie�� k��r �� __ __ _ __ ��c�� '��ul��; �J�'� _... _ .. _ _ _ ....... _ ... �� _ _ _ ��w�µ�N� _ _ _ �� r��l ��r�am _ _ .... ..._. _ : �i�� _ _ _ �� 1��i��r �� +�i�� _"�"�'#�� ..,... . .. ._.. _... ... . _..._ �t�� 'l�r�� i�a�r �r� �µ��s�y �F��"� `3"i��r ��' � °T6� ��t • _______ . �:��i�� r� ' �� {� ��.�� __ _ ___ _ _ _ _ __ _ _ ;��', �� ,�.1� _ ��' _ ��" �� t��t �a�� 4.�� i #��6.# 'heR4�8k'1w��$�� ..... . ....... ...... ......... . .. ...... . �f l '5i fi . . ...... .. �$�� }s�✓, t � _ _. _.., �"�� .� �� _ �� r��r��. �� ir�� ; '��r��, �� lir�� #�� f��t a� ��c�� °�� ri�� rr��r��t �� __ _ _ _ �r� ��3� �� _��' �l� _ �� _... _ _ __. . � _. _�_.. � _ _ ,.. _ __ _ _ _ t�.� �:� _ _. _ _ __�__ __. ___ . _ _ _ . ��t�� r�� ,� ��r� ,__.. . . . ....._ _..._ _... .. . _ ... _ .... .. . .... ....... .. � � �� i� � � � �� : �� ,� � � �� ; �, � �� _. _ ___ �� i��r� �� `1 "�� `� �� ' ��r�� r�d �'�� '� _. _ .... _ .____ _. ��E�� . ��d� ti ��;�:�t�� a_; Pdna$ ,arn i�i�srp ��re=�;i ts�t, fi �as�i�s.�: __.. _ _.__.. ..:,. � . _.. ...._....... �� f va��t�a,r„u�sf�! 4t� w�� 'l� t�ar��-n i�,rk �a.�i hx��_ �ns:�it�� _ ._. __._ _ �y, dku��§ �i�f�sn��e�sa;: �Jcs �#��;t _ _ ��$'4a��$�w`�� 4la:it`it4vFrsltancl-�xtf6�c$?t�$ �„�Ah#Li�t�, _ :. _ . �.... �.� _ ��°��€��°�� ;��`�� _ �c�� is�� 1� _ __ _ __ __ _ _ _ _. ��i��l�� i�� 1� °��t ��°� �"�°��t � ��i�� °��r�� _ �l�t � �� _ �� _ _ _. "�°r�� r�� `�� a� �a ��1� ___. _ _ �� i�� i�,��1� _ _ __ _ � ,� �� : �� i��l� �:��r�t��i �� ; �� r� t�� _ _ _ _ _ _. �� :� ��r� �� g�� _ __ _ E��' ��r�� i�c�t � :1�� r��: �� r�� c� �� v��d W �!1 �1��'44 - : �r°��€�I� ��1; ��ar�� t� �i� �air�� - ��I��°� � _. "�"��1�� ; �� ,� lie�� _ � ; ��:��r�� i�� I6c��1� _ � � : �F ; �� r�i � ii��l� _ ___ �I� ��:�� r �c� �� r�� ; �.�r�� ; �� _ ..._ .... .... ...... �� ; �� _ �� ,�; �[�� _ ._ ��'�� : �� __ _ ; �� _ _ �.�� T` _ __ ��.��7�� d�� _ _ _ . __ ,. _ _ __. �� .�� . __ _.. . �� ,� �� _ _. _ _ _ .. . ... .. _ _ � _ __ . � _ _ _ . �` _ ._. . _ _- _.__. �� _ �� ..s � �-� � :, ; �� ____ __ __ _ _ _ _ _ _ _ _ _ _ __ _ __ ___ __ __ __ _ _ ___ _ __ . _ _ __ _ _ _. _ _. _ _. __ _ . �� Pairi�k L N1cCror� Gc�vern�r t�� i�rt� �aro�ir�� D�par��n�nt �f Er�vir�nm�r�� n� ��tural R�s�ur�ces �ivisic�n o� t�'a�er �ua(i�y Ccleen H. Sulli�s �irectnr ' - • •. : ••- •`-• . - - ' • = ' • � : • � . . : • � - • 11 ' � • - : � r - ' •. �" '' - � r L�onal� R. van �er Vaart Secret�r� 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 11, 2015 � • • '•- •• ' �•• �•� • � - - � . i� � • • ' • � . � • � � . • s � . � •• • . � . . — — � Stream Classification: WS-III;NSW with DWR Index Number of 27-3-3-2 ' - • . • � � . • ' • • • •; � � � � � � � ., � �- . . • • .' . i � • . ' • • . �,,� Project Description: See attached spread sheet for project-specific information. er anent 1 pacts: See attached permit drawings and summary sheets. Note stream and riparian buffer impacts. Stormwater Information: See attached stormwater management plan. Signature: � Print Name: Christopher A. Murray, PWS Title: Division 5 Environmental Supervisor Trans�ort�tipn �ermi�ing Ur�it 165Q �I€aik S��ui�e Center, Ra€eigh, �ir�€t� Car�lir�a 2i��-16�� Locat(or€: 2321 Crabtrs� B€v�„ €��leigh, t�r��h C�arolir�a 2; ��4 Phor��: �1�-733-�7�6 i F�X: 91G-733-689`� �il��fii�'�: �1��7,/.JiI�0.�i3i,S��B,CiG.�iS!ifGstd�'��C�51 An E;�i,al �4�p�?or�;�nity `� Affirrna#i�� A�;4icn Err?�;IGY2r �r�e .. ��%� ��`��:��. j �t ,\l �y y �xsF �� a��`�a�� ,y � �i� 1' ��t . i m �1� . i �1�`�n �� . , k. . �, s � �. o-.. . . . ,. :. $ y:` . �_' � } �� - i � ► �. �� a ��.� �� Ii�r. Chris Murray I`�CL3QT I�ivision � Environmenial Super-visar No�th Carotina Department of Trauspcart�tic�n 2� 12 I�t, Duke Street Durham, N€�rth Carolina 27704 l�?ear iVlr. Murray: I�ecem��r 1 i�, 2� 15 Subjeci: Mitigation Accep�an�;e Lett�;r: Division 5 project, Repiace Bridg� 720t�14 on NC 157 (Guess Raad), persc�n County The purpase o# this l�tter is to notify you that the NC. Division of I%Iitigati�on Services (E�CDMS) tiyill provide the buffer mitigatian fs�r the subject praj�ct. �ased on the informatit�n supplied k�y you on i�ecember I0, 20I5, the buffer impacts are lrtcated in CU {�3020201 of the Neuse River basin in the Centr�.l Piedmon# �CP} E�c�-Region and are as fallaws: :��`�� .�� :l��,�� '�.�i :�..��;��:�s�� I��a��s �� '�t�'?��t�.� ��-:��.��.�� `�3 ��`��r T��,�:�� ar� :��z��.��; �'�:�� ,�,�:�.�c � '�Y�:�'��'.�,�_ �,��.� � ��'�<�i � �;��1.�� ill huffer mftig�tion reque�ts and approvals are ac�ninistrated through the Riparian Restoration Buffer Fund. The 1'riCD(�T will be re�ponsibi� t� erisure that appropriate c�ampensation for the buf%r mitigation will be prc�vided in the agreed upon method of fund tcansfer. I3p�n receipt of the NCI��R's Buffer Authc�rization ��rtification, NCDMS �,rril� tra,t�sfer funds from the NCI3flT 2984 Fund intc� the Riparian It�siaration Buffer Fund, Upon completiQn of transfer pa�menta T�ICLIOT will have completed i�s riparian buffer mitigation responsibi�ity �ar t�is bridge replacement proj�ct. Subsequ�ntly, NC�MS will canduct a revieur of current At+�LDCI�' ILF Program mitigation prajects in the river basin ta determine if availabl� buffer mitzgation cr�di#s �.x�st. If there are buf%r mitigation credits availabte, ihen the Riparian R�staration Buffer Fund wYll purchase the appropriate �maunt of buffer mitigation cred�ts fram h1CDOT iLF Frogram. �f you hav� any questions a.r need additic�nal infc7zz�mation, please cc�nt�.ct Beth Harmc�n at 919-7t�7-8�2t}. Sinc�rely, � `�� p� �� , q�'' �..�... .� �� M w�'"' ��,. �� ,<� r `� i James`�$:� �tan�171 Crec�it Mar�agemen� Su�,�rvisor cc. NIr. Er�c Alsrneyer, US�i�E _ Raleigl� Fi�3d C�hffice l�tis. Arny �hapman, I�ivisian �f�Vater Resc�urces, 401CC�J'etlas�ds i�S. LIlit�a �1��3��T`lCG�f, ��i�'�}� — p��i File� 1'�C' 157 . B�rid�e 72(�014 i�ivision 5 � .. . ,. � ' � s. �t,l �r� �„� YW ��'�,�'�'a �� `� � ' � .>.. �. . , �� : � \��,'��a1'F' �'+ �;�� ! �i � v.°k. � � . . , . - , :� � . :, . . .. :ii . . ... ... .:. . ....... ::. ... X.§: �� '�'l�l �v��t`�"��ia.�� 'e�.'�`��. � ... . . ?. ...., � „t �).,,., WkR.,, .'�, n � .... .... ... .. •� � V � � O V OFFSITE DETOUR ROUTE See Sheet 1-A For Index of Sheets See Sheet 1-B For Conventlonal Symbols �J'�111� II A �� d 1i �� ' �.1J��.A � !�Jl 1L 1LL�`�J� J.L. JL��.1�� .iS L�J' PERS01�1 COU11tTY LOCATION: BRIDGE 1110.14 OVER BYRDS CREEK 0111 1VC l57 (GUESS ROAD) TYPE OF WORK: GRADING, DRAINAGE, PAVI11lG, A11tD STRUCTURE BEGIN STATE PROJECT 4/6653E —L— POT STA 12+00,00 n �� TO CALOWELL \\� a� � m o= �� 3 � � F � O i CLEARING ON THIS PROJECT SHALL BE TO LIMITS ESTABLISHED USING METHOD III THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES DESIGN EXCEPTION REQUIRED FOR SAG VERTICAL CURVE K AND VERTICAL SSD BUFFER IMPACTS PERMIT BEGIN BRIOGE —L— POT STA l6 � GUESS ROAO (NC 157J I � BYRDS CREEK Nq\ /Vq 2p8,'v END BRIDGE —L— POT STA 17+30J3 BUFFER DRAWING SHEET OF flDRELIMINARY FLANS DO NOT U9F. FOR CONSTRUCTION TO HURDLE MILLS � END STATE PROJECT 4/665.3E —L— POT STA 20t80.00 � STEWARC ��RM,��F�sF�� ,�d 1151 SE Cary Paikway,5u�te lUt Ca�y,�C 2)518 (919155J-f1929 � ECOLOGICAL -' ENGINEERING GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Pr"o�ed ;n `he or�`e ' tn'nna uLres ENCINEEx STEWART LENGTH ROADWAY STATE PROJECT 41665.3E = 0.152 mi. F�� 50 25 � 5� ��0 ADT = 1600 NOR7H CAROLlNA �� p� LENGTH STRUCTURES STATE PROJECT 41665.3E = 0.015 mi. DEPARrmrExr oF TraaNsroxzarrox �� ,� K = wq 2012 STANDARD SAEC7FIC9TlONS �� o PLANS p= wq TOTAL LENGTH STATE PROJECT 41665.3E = 0.167 mi. � � DOUG TAYLOR, PE `'t SlGNATURE: �a 50 25 0 50 100 T= wA 'k RIGHT OF WAY DATE: pRo�ccz Eucr,vccx ROADWAY DESIGN ENGINEER � � * (TfST WA + DUAL WA) �'� � OVI�2015 MICHAEL BURNS, EI � � PROFILE (HORIZONTAL) V= 55 MPH rko�eca nEsic,v e,vcrxeta �"��. �e:� CLASS = MAJOR LETTIIVG DATE: �� p�� 10 5 0 10 2� COLLECTOR LISA GILCHRIST, EI � VI VL O� 5 NCDOT CONTACT PROFILE (VERTICAL) REGIONAL TIER P'E' SIGNATURE: � SITE 4 oc;�La I . -.;'- ✓G 321 . PG 4 I 4. �r & DETAIL 1 DETAIL 2 DETAIL 3 SPECIAL CUT DITCH TOE PROTECTION SPECIAL CUT DITCH � H i ro scolel (� e�o scoiel I Na� io s<alel irant Fran� � i�cF s � �icF Slope �f�°�� Na�ur I 1� �o� Slope Notural '7.'� �( Qe Ground ?'I F�� Gro��d 7� p F�o��e� Gr�o�nd �—y—.{ �'`F��S\o d D Min. D= 1.0 F1. � I d d= 1.0 Ff. Geo�exiile Min. �= 1.0 Ft. FROM STA. 14+50 TO STA. 16+50 -L- LT 6= 1.0 Ft. Geoten�le Type of Li�er= CuSS B RIP 2nP Max. d= 1.0 Ft. Type of Liner= CLn55 B RIP RnP FROM STA. 17+50 TO $TA. 20+$0 -L- LT FROM STA. 72 �i 00 TO STA. 12+52 -L- RT FROM STA. 17+18 TO STA. 20+80 -L- RT DETAIL 4 ABUTMENT REMOVAVPROPOSED Proposed RIP RAP BENCHES Proposed Excavafion ��° $C0�`I Bndge — Exlstin9 � — � Bridge Exisr�ng A6atment Class II �s:i ro RiP Rap Eie�.=ssao� w.s. Geote.tile -�Ele�.=ssa.�' FROM $TA. 16+45 TO $TA 77+26 -L- NORTH AND SOUTH STREAMBANKS � O O P8 �IO PG 62-C • ;.1 . . Q •, . 1 .. �. ♦ / Q � �'✓ ��7 :`S�'�� ' "�SK��,� W .�, _, E'� ..,.G ;� ��_..��a,��.. �"//. �1'! �'//. , • - � „ '�% � �% �..�,��,��,��.. *a�� —�------------ — : � o �! rs,s �`''^��%'a.`��v� �s- ��a a�.''.n°f.�'e'M�+�:i�'E��'-'f!•�.��'I�_ :,� iv�� I..:�aii''�'.�'. 0 � �s�e :�e° --- W � `��i�► W �� Ps... � � �~ �� I 45' RT / —` & 45' RT j 1S +9/ TOE PROTECTION 45' RT O SEE DETAIL 2 � ea Rr ROCK PLATE FILL $LOPE FROM STA.12+50 TO STA.,4��5 -�_ RT SITE 1 SEE SHEET 2G-1, DETAII 2 SITE 2 �S re �,e SITE 2 �S\ � � `�-S( ls�-_. � CLA55 B RIP RAP EST 2 TONS EST 7 SY GEOTEXTILE CLA55 II RIP RAP (STR. PAY ITEM, SEE STR. P�ANS) O SITE 3 '.E TO E%ISTING;DITCH REMOVE EXIST�NG ABUTMENTS O AND CONSTRUCT BENCHES TO ELEV = 554.0' WITH CLAS$ II RIP RAP SEE DETAIL 4 .. . . . EST 270 70N5 EST 365 SY GEOTEXTILE �� SITE 3 SITE 1 FOR -L- PROFILE SEE SHEET 5 SITE 5 H� A 2pII N SPECIAL CUT DITCH SEE DETAIL 3 sa & PROIECT REFERENCE NO. SHEET NO. 4/665.3E 4 RNJ SHEET NO. ROADWAY DESIGN HYDRAUUCS ENGINEER ENGINEER PId]ELIMIN RY PL.�NS DO NOT VSB R CONSIRUCT[ON ` �� .�°a z.r.� ': � emo I�IGNG�'INO �IRINc BUFFER DRAWING SHEET OF ALLOWABLE IMPACTS ZONE 1 � ALLOWABLE IMPACTS ZONE 2 MITIGABLE IMPACTS ZONE 1 � MITIGABLE IMPACTS ZONE 2 SPECIAL CUT DITCH SEE DETAIL 3 50' 0' 100' SCALE 100' 0' 200' INSET SCALE 6' � � SITE 4 & DETAIL 1 DETAIL 2 DETAIL 3 SPECIAL CUT DITCH TOE PROTECTION SPECIAL CUT DITCH � H i ro scolel (� e�o scoiel I Na� io s<alel irant Fran� � i�cF s � �icF Slope �f�°�� Na�ur I 1� �o� Slope Notural '7.'� �( Qe Ground ?'I F�� Gro��d 7� p F�o��e� Gr�o�nd �—y—.{ �'`F��S\o d D Min. D= 1.0 F1. � I d d= 1.0 Ff. Geo�exiile Min. �= 1.0 Ft. FROM STA. 14+50 TO STA. 16+50 -L- LT 6= 1.0 Ft. Geoten�le Type of Li�er= CuSS B RIP 2nP Max. d= 1.0 Ft. Type of Liner= CLn55 B RIP RnP FROM STA. 17+50 TO $TA. 20+$0 -L- LT FROM STA. 72 �i 00 TO STA. 12+52 -L- RT FROM STA. 17+18 TO STA. 20+80 -L- RT DETAIL 4 ABUTMENT REMOVAVPROPOSED Proposed RIP RAP BENCHES Proposed Excavafion ��° $C0�`I Bndge — Exlstin9 � — � Bridge Exisr�ng A6atment Class II �s:i ro RiP Rap Eie�.=ssao� w.s. Geote.tile -�Ele�.=ssa.�' FROM $TA. 16+45 TO $TA 77+26 -L- NORTH AND SOUTH STREAMBANKS � O O P8 �IO PG 62-C PB 10 PG6:� \ \ O \ � s \ \SITE 5 Pa�� `' SITE 4 I SPECIAL NT DITCH �•.�c�� SEE DETAIL 1 TIE TO i EXISTING DITCH � /� I s CLA55 B RIP RAP CLASS II RIP RAP EST 2 TONS �e -' S( / (STR. PAV ITEM, SEE STR. PLANS) 6PS-2� � GEOTE%TILE \ \� � .�,0 TIE TO E%ISTING DITCH 75" BEGIN SBG a m �' + R .90 -�- N �= R � > �� \`t ��y�� — z , �-�-r . ;�:� L��:��:�->_� F � — — — — — — E R MO E ¢.I .� � � . . . .-r �S�r � F�� .\J� �SS3�: � - r r r .. m S'�:'I ' __ t +so / mti '~ 45' RT / & 45' RT j _ � JS +9/ TOE PROTECTION 45' RT O SEE DETAIL 2 � 6d RT ROCK PLATE FILL $LOPE FROM STA.12+50 TO STA.,4��5 -�_ RT SITE 1 SEE SHEET 2G-1, DETAII 2 SITE 2 � :i9 y '`��.��/dr _ .M ��J C CLA55 B RIP RAP� EST 2 TONS EST 7 SY GEOTEXTILE CL455 II RIP RAP �STR�. P9Y ITEM, SEE STR. PLANS) SITE 5 H� A 2pII N SPECIAL CUT DITCH SEE DETAIL 3 5d � � PROIECT REFERENCE NO. SHEET NO. 4/665.3E 4 RNJ SHEET NO. ROADWAY DESIGN HYDRAUUCS ENGINEER ENGINEER PId]ELIMIN RY PL.�NS DO NOT VSB R CONSIRUCT[ON ` �� .�°a z.r.� ': � emo I�IGNG�'INO �IRINc BUFFER DRAWING SHEET OF ALLOWABLE IMPACTS ZONE 1 � ALLOWABLE IMPACTS ZONE 2 MITIGABLE IMPACTS ZONE 1 � MITIGABLE IMPACTS ZONE 2 SITE 3 + �E TO E%ISTING.'DITCH / . . * * & 4S'RT � �� , SPECIAL NT DITCH REMOVE EXIST�NG ABUTMENTS 4 � � SEE DETAIL 3 AND CONSTRUCT BENCHES TO � � � 50' 0' 100' ELEV = 554_0' WITH CLAS$ II RIP RAP � SEE DETAIL 4 ' � '� -" EST 270 70N5 � EST 365 SY GEOTEXTILE �� SCALE 100' 0' 200' INSET SCALE SITE 3 SITE 1 FOR -L- PROFILE SEE SHEET 5 BUFFER IMPACTS SUMMARY IMPACT BUFFER TYPE ALLOWABLE MITIGABLE REPLACEMENT ROAD PARALLEL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 SITE NO. STRUCTURE SIZE / TYPE STATION (FROM/TO) CROSSING BRIDGE IMPACT (ftZ) (ftZ) (ftZ) (ftZ) (ftZ) (ftZ) (ftZ) (ftZ) 1 1 75'; 33" BOX BEAM 12+51 TO 15+58 -L- RT X 3360.0 889.0 4249.0 2 1 75'; 33" BOX BEAM 16+13 TO 16+73 -L- RT X 690.0 315.0 1005.0 3 1@75'; 33" BOX BEAM 16+gg TO 17+64 -L- RT X 644.0 442.0 1086.0 4 1 75'; 33" BOX BEAM 17+00 TO 17+61 -L- LT X 407.0 277.0 684.0 5 1 75'; 33" BOX BEAM 16+10 TO 16+62 -L- LT X 310.0 267.0 577.0 TOTAL: zo5�.o 1301.0 3352.0 3360.0 889.0 4249.0 k 11�;11�� <14' North Carolina Department of Transportation Sl[?l"llitYel�'Pf �.�� Highway Stormwater Program �. STORMWATER MANAGEMENT PLAN (Version 2.02; Released April 2015) FOR NCDOT PROJECTS WBS Element: TIP No.: 41665.3e County(ies): Person Page 1 of 1 General Project Information WBS Element: TIP Number: 41665.3e Project Type: Bridge Replacement Date: 9/3/2015 NCDOT Contact: W. Galen Cail, PE Contractor I Designer: Reid Robol, EI - Ecological Engineering Address: 1000 Birch Ridge Drive Address: 1151 SE Cary Parkway Ralei h, NC 27610 Suite 101 Ca , NC 27518 Phone: 919-707-6711 Phone: 919-557-0929 Email: cail ncdot. ov Email: rrobol ecolo icalen .com Cit ITown: Ralei h Count ies): Person River Basin s: Neuse CAMA County? No Wetlands within Project Limits? No Pro'ect Description Pro'ect Len th lin. miles or feet : 0.175 Miles Surroundin Land Use: Rural area with forest and agricultural landuses Proposed Pro'ect Existin Site Pro'ect Built-Upon Area ac. 0.71 ac. 0.49 ac. Typical Cross Section Description: 2@ 12.0 ft lanes with 4.9 ft shoulders and 1.1 ft guardrail with total bridge width of 36 ft 2@10 ft lane with 1.8 ft shoulders with total bridge width of 23.6 ft and total bridge and total bridge length of 75 ft length of 40.3 ft. Annual Avg Daily Traffic (veh/hr/day): Design/Future: 1600 Year: 2010 Existin : 1600 Year: 2010 General Project Narrative: State project 41665.3e involves the replacement of the existing NCDOT Bridge #720014 on SR 1115 over Byrds Creek. Bridge #720014 consists of 1@40' — 4" steel plank floor (Description of Minimization of Water on steel I-beams, timber caps and abutments with concrete sills/footers. The proposed bridge will consist of 1@75', 33" box beam. The proposed crossing is located in Zone X Quality Impacts) of FIRM Map number 3710998100J and is not located within a flood study area. The proposed bridge will provide more hydraulic opening than the exising bridge. No deck drains are required. Two stormwater outfalls are proposed which will be placed at a distance to minimize disturbance to buffer zones. Rip Rap pads will be utilized to dissipate the energy. Waterbody Information Surface Water Body (1): Byrds Creek NCDWR Stream Index No.: 27-3-3-2 NCDWR Surface Water Classification for Water Body Primary Classification: Water Supply III (WS-III) Supplemental Classification: Nutrient Sensitive Waters (NSW) Other Stream Classification: None Impairments: None Aquatic T&E Species? Comments: NRTR Stream ID: Buffer Rules in Effect: Neuse Project Includes Bridge Spanning Water Body? Yes Deck Drains Discharge Over Buffer? No Dissipator 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 Sheet 1-A For Index of Sheets See Sheet 1-B For Conventlonal Symbols �J'�111� II A �� d 1i �� ' �.1J��.A � !�Jl 1L 1LL�`�J� J.L. JL��.1�� .iS L�J' PERS01�1 COU11tTY LOCATION: BRIDGE 1110.14 OVER BYRDS CREEK 0111 1VC l57 (GUESS ROAD) TYPE OF WORK: GRADING, DRAINAGE, PAVI11lG, A11tD STRUCTURE WETLAND AND SURFACE WATER IMPACTS PERMIT BEGIN STATE PROJECT 4/6653E —L— POT STA 12+00,00 n �� TO CALOWELL \\� a� � m o= �� 3 � � F � O i CLEARING ON THIS PROJECT SHALL BE TO LIMITS ESTABLISHED USING METHOD III THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES DESIGN EXCEPTION REQUIRED FOR SAG VERTICAL CURVE K AND VERTICAL SSD BEGIN BRIOGE —L— POT STA l6 � GUESS ROAO (NC 157J I � BYRDS CREEK Nq\ /Vq 2p8,'v END BRIDGE —L— POT STA 17+30J3 PERMIT DRAWING SHEET OF flDRELIMINARY FLANS DO NOT U9F. FOR CONSTRUCTION TO HURDLE MILLS � END STATE PROJECT 4/665.3E —L— POT STA 20t80.00 � STEWARC ��RM,��F�sF�� ,�d 1151 SE Cary Paikway,5u�te lUt Ca�y,�C 2)518 (919155J-f1929 � ECOLOGICAL -' ENGINEERING GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Pr"o�ed ;n `he or�`e ' tn'nna uLres ENCINEEx STEWART LENGTH ROADWAY STATE PROJECT 41665.3E = 0.152 mi. F�� 50 25 � 5� ��0 ADT = 1600 NOR7H CAROLlNA �� p� LENGTH STRUCTURES STATE PROJECT 41665.3E = 0.015 mi. DEPARrmrExr oF TraaNsroxzarrox �� ,� K = wq 2012 STANDARD SAEC7FIC9TlONS �� o PLANS p= wq TOTAL LENGTH STATE PROJECT 41665.3E = 0.167 mi. � � DOUG TAYLOR, PE `'t SlGNATURE: �a 50 25 0 50 100 T= wA 'k RIGHT OF WAY DATE: pRo�ccz Eucr,vccx ROADWAY DESIGN ENGINEER � � * (TfST WA + DUAL WA) �'� � OVI�2015 MICHAEL BURNS, EI � � PROFILE (HORIZONTAL) V= 55 MPH rko�eca nEsic,v e,vcrxeta �"��. �e:� CLASS = MAJOR LETTIIVG DATE: �� p�� 10 5 0 10 2� COLLECTOR LISA GILCHRIST, EI � VI VL O� 5 NCDOT CONTACT PROFILE (VERTICAL) REGIONAL TIER P'E' SIGNATURE: �- e, � � 321 ?C 4 BE6/N STATE PROJECT -�- Por sra i2-roo.00 i WOUOS f, ��; �.r..: -,ri-.r.'rri.'"� DETAIL 1 DETAIL 2 DETAIL 3 SPECIAL CUT DITCH TOE PROTECTION SPECIAL CUT DITCH � H i ro scolel (� e�o scoiel I Na� io s<alel o,o�� , o,o�, � icF s � icF Slope �f�°�� Na�ur I 1� �o� Slope Notural '7.'� �( Qe Ground ?'I F�� Gro��d 7� p F�o��e� Gr�o�nd �—y—.{ �'`F��S\o d D Min. D= 1.0 FI. I I d Geo�exiile Min. �= 1.0 ft. FROM STA. 14+50 TO STA. 16+50 -L- LT 6= 1 0 Ft. Geoten�le Type of Li�er= CuSS B RIP 2nP Max. d= 1.0 Ft. Type of Liner= CLn55 B RIP RnP FROM STA. 17+50 TO $TA. 20+$0 -L- LT �,,,�.. �_. ,,, . ,,,, „� ,._. .., . ... , .._ FROM STA. 17+18 TO STA. 20+80 -L- RT DETAIL 4 ABUTMENT REMOVAVPROPOSED Proposed RIP RAP BENCHES p�oposed Excavafion ��° $C0�`I Brdge — Existin9 � — � Bridge Exisr�ng A6atment class II ua ro Rip Rap Eie�.=ssao� w.s. Geotenfile -�Ele�.=ssa.] FROM STA. 16+45 TO STA. 77+26 -L- NORTH AND SOUTH STREAMBANKS Y�m'v�� ti T�E PR�TE�T��N %�f— SEE DETAIL 2 ROCK PLATE FILL SLOPE — FROM $TA.12+50 TO $TA. 14+75 —L— RT SEE SHEET 2G-1, DETAIL 2 DETAIL 5 TEMPORARY CAUSEWAY (NOT TO SCnLE� MIN ELEV=554.0' � CLASS B RIP RAP � : NG i _ NG _ GEOTEXTILE CLASS II RIP RAP � O SPECIAL NT DITCH SEE DETAIL 1 �5" 1 C - — E R MO � g;� � E ,�; � � j ��,Ct��vl �)Y. � � � \ B2 —1S—re� � SITE 1 \ �\ \ PQ Np ', T,E To `�`�`"� \ SITE 1 EXISTING DITCH CLA55 B RIP RAP� EST 2 TONS EST 7 $Y GEOTE%TILE BEGIN SBG +90 L— � �: BZ \ N CLA55 B RIP RAPJ EST 2 TONS EST 7 SY GEOTEXTILE CLA55 II RIP RAP (STR. PAY ITEM, SEE STR. PLANS) O �TEMPORARY CAUSEWAY SEE DETAIL 5 CLASS II RIP RAP �p/�(STR. PAV ITEM, SEE STR. PLANS) �TIE TO E%ISTING DITCH E TO EXISTING DITCH REMOVE E%ISTING ABUTMENTS O AND CONSTRUCT BENCHES TO ELEV = 554.0' WITH CLAS$ II RIP RAP SEE DETAIL 4 . EST 270 TONS EST 365 SY GEOTEXTILE —L— CURVE DATA Pl Sta 10+995/ Pl Sta 22+63.78 �= 0' 45' 36.6' (LT) 0= 0' 27' 40.2" (LTl D= 0' 22' S5J' D= 0' 38' 11.8' L = 199A1' L = 72.44' T = 995/' T = 3622' R = 15,000.00' R = 9A00.00' FOR —L— PROFILE SEE SHEET 5 PERMIT DRAWING SHEET _ OF _ �DENOTES TEMPORARY IMPACTS IN SURFACE WATER PROIECT REFERENCE NO. SHEET NO. 4/665.3E 4 RNJ SHEET NO. ROADWAY DESIGN HYDRAUUCS ENGINEER ENGINEER PId]ELIMIN RY PL.�NS DO NOT VSB R CONSIRUCT[ON �DENOTES IMPACTS IN I '�I I��ECOLOGICAL SURFACE WATER �r�T ��ICNGIN��RING 50' 0' 100' � "� 8 SCALE q 2p�� iso� o� 300� N WSET SCALE SPECIAL CUT DITCH SEE DETAIL 3 sa END STATE PROJECT 4/665.3E —L— POT STA20t80.00 SPECIAL CUT DITCH SEE DETAIL 3 DETAIL SHOW/NG PAVEMENT—BRIDGE RELATIONSHIP (NTSJ �- e, � � 321 ?C 4 BE6/N STATE PROJECT -�- Por sra i2-roo.00 i WOUOS r, �!; �.r... -,r*-.r.'.r"'"� DETAIL 1 DETAIL 2 DETAIL 3 SPECIAL CUT DITCH TOE PROTECTION SPECIAL CUT DITCH � H i ro scolel (� e�o scoiel I Na� io s<alel o,o�� , o,o�, � icF s � icF Slope �f�°�� Na�ur I 1� �o� Slope Notural '7.'� �( Qe Ground ?'I F�� Gro��d 7� p F�o��e� Gr�o�nd �—y—.{ �'`F��S\o d D Min. D= 1.0 FI. I I d Geo�exiile Min. �= 1.0 ft. FROM STA. 14+50 TO STA. 16+50 -L- LT 6= 1 0 Ft. Geoten�le Type of Li�er= CuSS B RIP 2nP Max. d= 1.0 Ft. Type of Liner= CLn55 B RIP RnP FROM STA. 17+50 TO $TA. 20+$0 -L- LT �,,,�.. �_. ,,, . ,,,, „� ,._. .., . ... , .._ FROM STA. 17+18 TO STA. 20+80 -L- RT DETAIL 4 ABUTMENT REMOVAVPROPOSED Proposed RIP RAP BENCHES p�oposed Excavafion ��° $C0�`I Brdge — Existin9 � — � Bridge Exisr�ng A6atment class II ua ro Rip Rap Eie�.=ssao� w.s. Geotenfile -�Ele�.=ssa.] FROM STA. 16+45 TO STA. 77+26 -L- NORTH AND SOUTH STREAMBANKS r�mti�� , ;� �r�� TOE PROTECTION � SEE DETAIL 2 ROCK PLATE FILL SLOPE - FROM $TA.12+50 TO STA. 14+75 -L- RT SEE SHEET 2G-1, DETAIL 2 DETAIL 5 TEMPORARY CAUSEWAY (NOT TO SCnLE� MIN ELEV=554.0' � CLASS B RIP RAP � : NG i _ NG _ GEOTEXTILE CLASS II RIP RAP O PB 10 PG 6: SPECIAL NT DITCH SEE DETAIL 1 SITE 1 � � � S\ \PQ TiE To ��`"� \ SITE 1 EXISTING DITCH CLA55 B RIP RAP� EST 2 TONS EST 7 $Y GEOTE%TILE BEGIN SBG 90 L- � j \ N TB 2GI l5' — W/EL WS �l ,�I CLA55 B RIP RAP� EST 2 TONS EST 7 SY GEOTEXTILE CL455 II RIP RAP (STR�. PAY ITEM, SEE STR. PLANS) O �TEMPORARY CAUSEWAY SEE DETAIL 5 CLASS II RIP RAP �p/�(STR. PAV ITEM, SEE STR. PLANS) �TIE TO E%ISTING DITCH PERMIT DRAWING SHEET _ OF _ �DENOTES TEMPORARY IMPACTS IN SURFACE WATER PROIECT REFERENCE NO. SHEET NO. 4/665.3E 4 RNJ SHEET NO. ROADWAY DESIGN HYDRAUUCS ENGINEER ENGINEER PId]ELIMIN RY PL.�NS DO NOT VSB R CONSIRUCT[ON �DENOTES IMPACTS IN I '�I I��ECOLOGICAL SURFACE WATER �r�T ��ICNGIN��RING 50' 0' 100' � "� 8 SCALE q 2p�� iso� o� 300� N WSET SCALE SPECIAL CUT DITCH SEE DETAIL 3 sa 'E TO EXISTING DITCH / � ,- � ��SPECIAL NT DITCH REMOVE E%ISTING ABUTMENTS O � � SEE DETAIC 3 AND CONSTRUCT BENCHES TO ELEV = 554.0' WITH CLP.S$ II RIP RAP - SEE DETAIL 4 , .. .._'i �i� h80NK � EST 270 TONS �, �g� � � � EST 365 SY GEOTEXTILE —L— CURVE DATA Pl Sta 10+995/ Pl Sta 22+63.78 �= 0' 45' 36.6' (LT) 0= 0' 27' 40.2" (LTl D= 0' 22' S5J' D= 0' 38' 11.8' L = 199A1' L = 72.44' T = 995/' T = 3622' R = 15,000.00' R = 9A00.00' FOR —L— PROFILE SEE SHEET 5 END STATE PROJECT 4/665.3E —L— POT STA20t80.00 DETAIL SHOW/NG PAVEMENT—BRIDGE RELATIONSHIP (NTSJ WETLAND PERMIT IMPACT SUMMARY WETLANDIMPACTS SURFACE WATERIMPACTS 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 16+65 TO 17+07 -L- 1@75'; 33" BOX BEAM < 0.01 < 0.01 73.2 55.9 TOTALS`: < 0.01 < 0.01 73.2 *55.9 0 'Rounded totals are sum of actual impacts NOTES: 'Concurrent with permanent stream impacts �