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Home My WebLink About20150170 Ver 1_Application_20150209Fabir,k IJO9d P,4cCroiy Govemor -�--:�► � E Pdorth C�r�riin� CSv�rartm�ni of Envircr�r�es�t ard Na��ral R�saurces Civision oi Water �uaLc; Gl7uak Wakil6 Director Attachment L: Low Impact Bridge Replacement Process Low Impact Bridge Project No.: BD-5112V County LINCOLN Bridge No. 54-0124 over HOWARDS CREEK WBS Element Number: 45358.3.22 JGhrt E Skvarl3, Iil Secretary This project is subject to the Low Impact Bridge Process as agreed to on October 6, 2009. 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's Minimum Criteria Rules. Date: 1/21/15 Applicant Name: NC DEPARTMENT OF TRANSPORTATION Applicant Address: PO BOX 47 1710 E. MARION STREET SHEIBY. NC 28151 Primary Contact for Project: TRISH BEAM Phone No.: (704) 480-9044 Is this an after-the-fact application: Yes X No River Basin: CATAWBA Stream Classification: C Regulatary Authorization Options for this Activity Federal: USACE Nationwide General Permit 3— Maintenance State: General Water Quaiity Certification #3687 Locai: None The proposed bridge will be placed on its �xisting alignment. The new bridge structure will be a 3-span, 1@35', 1@55', 1@35' — 21" deep cored slab bridge (OAl = 125' long by 36' wide). There are no wetlands present within the proposed limits of construction. The placement of riprap bank stabilization under the proposed bridge, as weli as riprap slope protection for (1) existing and (1) proposed ditch, results in 63 linear feet of permanent stream impacts. An off-site detour will be utilized during"construction. This bridge is following the Low Impact Bridge Pro�jess established by FHWA, NCDOT, and Regulatory Agencies. ...,., / . Signature: � � �'J,9�r'� �,�� r �, Print Name: TRISH BEAM Title: DIVSION 12 ENVIRONMENTAL SUPERVISOR i�rdnsporfatien Peimitting Unit r�re �iceo Mzii s��i�e cento�� R�ai�n, ^aa,�n c��oim�z�as-�sao IV �xth��tct�il�& Loratlon�. 2321 CrabYree BNd., Rzleigh, Nodh Carolinz 27604 ��}sp¢p,rgrigj��gy 4'hone:919-733-ASG 1 PAX�. 919-i33�8S3 f✓ ��'� s'�l `'�� Infemet: http�.11h2o.enr.staten�.uslncweYlandsl Attachment G: Low/Minimal Impact � C � � _ � � � � 0 _ � N s � � � � .3 0 0 0 � � m E � 0 L > C w N � � w � � � U 7� u,00 o t� N�Y � TU �_� N� ��o � N '�^ v ! ( A � .. � V W 0 � � � � 0 N V ., � V � � O V See Sheet 9-A Fo� Index of Sheets See Sheet 9-B Fo� Conventionol Symbols TO SR 1002 CAT SQUARE RD. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY MODIFIED METHOD II �'I�_�"I'I�: (�I� \(�I°'l�H �_� l'�(�I.I \ � IDI��I�I(�>\ (�I�� I-II��I-I\V� �� "� LII�COL1� CO U1�T Y LOCATION: BRIDGE 1110.124 OVER HOWARDS CREEK 0111 SR 1113 (REEPSVILLE RD.) TYPE OF WORK: GRADING, PAVING, DRAINAGE, AND STRUCTURE WETLAND AND SURFACE WATER IMPACTS PERMIT � N O � � 0 Z � 0 � m ��'1'B V,`l.o rrere Pxa.Na x BD-5112V BD-5112V BD-5112 V BTATB VR018C1' REPEqBNC6 NQ BD-5112V P.A.PROl.NQ N.A. N.A. HX66T TOTAL No. xeers � OPdCRIP110N PE CONSTRUCTION BRIDGE 540124 PERMIT DRAWINGS SUBMITTAL NUMBER 5-070R2 V3d2015 r� STEWART �/��MOFF�TT � NICHOL � � c� °o Op N � N Q N Z Z Tp cqNs �R �� r.epo.ea tn rae ofh« f FIyDRAULICS ENGINEER GRAPHIC SCALES DESIGN DATA PROJECT LENGTH STEWART ADT = 1400 F�, PRELIMINARY PLANS LENGTH ROADWAY PROJECT BD-5112V = 0.073 mi. no Nar ose POR CONSTRUCCION 50 25 0 30 60 ADT FY = i�VA n�oerx caaocrna �� pg��p� DEPARTMENT OF TItANSPDXTfITlON DHV = WA LENGTH STRUCTURE PROJECT BD-5112V = 0.024 mi. zorz sraNDnnn sPECrFrcnzroxs ��`�� `�� PLANS � % s �- p` TOTAL LENGTH PROJECT BD-5112V = 0.097 mi. MATTHEW LUDWIG, PE srcxaruns: P.E. � � 50 25 0 30 60 T= b°�a 'k RIGHT OF WAY DATE: PRO�scr sxcrveER � � ROADWAY DESIGN ENGINEER � o * (TTST 3°/a + DUAL 3°/a) �� a 07 /23 /2014 MICHAEL BURNS, EI � r PROFILE (HORIZONTAL) V= 55 MPH rxo�scr nss.cx ExcrxeEx �'•�p �t.� CLASS = MINOR LETTING DATE: �� g�� l0 5 0 6 �2 COLLECTOR K. ZAK HAMIDI, PE 07 /23 /2013 NCDOT CONTACT: p.E. PROFILE (VERTICAL) SUBREGIONAL TIER TPMU - DESIGN BUILD GROUP s,cNnrunE: N z 0 N � � � � 3 N 0 � � 0 � � � � a � NOTES: lJ Proposed b�idge:1�35':1�55'; 1�35': OAL=l25' Existinq brldge:1�22'-3'; 3�22': 1�22'-3': OAL = ll0'-6' DETAIL C RIP RAP AT EMBANKMENT , No„o ��a�e, iam�. o�m, to�mlo. z. Grade -NWS•=913.9' GEOTEXiILE PERMANENT TEMPORARY ��PeO`�°e. ��a��a°P STREAM STREAM FROM STA.12 r62.4 TO STA 12 r84.3 -LS- DETAIL B FROM STA.13+13.1 TO STA. 13+41.2 -L5- IMPACTS IMPACTS RIP RAP AT EMBANKMENT O�HO,m 5�oie, � SITE 1 8 LF 0 LF '°�"° + D'i�ch 1.0'min. �, o SITE 2 45 LF* 47 LF ��` NW5=913.9' CLA55 IIftIPRAP GEOTE%TILE SITE 3 10 LF 0 LF T„e o,�;�e,- ,5 To„5,«„R;,_Ra, TOTAL 63 LF 47 LF GeO,eXf1�e- 20i FROM STA.12+73.2 TO STA.12+88.5 LT -LS- FROM STA. 73 i� 26.1 TO STA. 13 I- 42.7 RT -L5- *NOTE: PERMANENT STREAM IMPACTS AREA INCLUDES IMPACTS FROM PERMANENT BANK STABILIZATION & TEMPORARY WORK PAD 540124-01 �DENOTES IMPACTS IN SURFACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE WATER BEGIN PROJECT � TIE TO EXISTING —L5— STA. 10 + 00.00 CLASS II RIPRAP TO ELEV 925.8' EST 110 TONS LAT BASE DITCH TIE EXISTING DITCH TO PROPOSED DITCH SEE DETAIL A �� CLASS II RIPRAP AT EMBANKMENT SEE DETAIL B Q10=0.8 CFS Vl Q=1 J FTiS F--�� Q�E� / +32.5 / F F/ � / � �// � - F _ __F _ F� \ �/ / F+30.1 I r T�. � �� / T lP/ �__�,E�—E-�'__E—�/ PUE PUE / � P(�f� �A \ 1 �\\�\ � � 1\ � j � � � � � � � CLASS II RIPRAP BANK STABILIZATION EST 160 TONS EST 190 SY GT �� SEE DETAIL C 540124-01 CLASS II RIPRAP AT EMBANKMENT SEE DETAIL B LINE EXISTING DITCH WITH CLASS 'B' RIPRAP 540124-02 25 TONS 56 SY GEOTEXTILE 540124-03 ^I ^ O O N I\ M A� 0 Q Z �'�°� � END PROJECT TIE TO EXISTING c�a,ss u RiPR,�,P —L5— STA. 15 + 10.00 BANK STABILIZATION EST 100 TONS TIE TO EXISTING EST 120 SY GT FENCE TIE TO EXISTING — SEE DETAIL C FENCE INSTALL 151 LF BARBED WIRE FENCE REMOVE AND REINSTALL EXISTING GATE �CLASS II RIPRAP ES�T 85�TONS 925.8' SB F F P�e. - 62.2 + 78.� / � F �8�0 � F '` \ � 79. F — F-�- 15" CSP W/2 ELBOW AND ROD ,�� E �Q10=1J CFS G� V10 - 4.8 FTiS GRAU 350 TL-3 TYPE—III l II�r'• BRIDGE 540124 O h PROJECT REFERENCE NO. SHEET NO. BD-5112V PRM1 RNJ SHEET NO. ROADWAY DESIGN HYDRAUUCS ENGINEER ENGINEER PI3ELIMIN�RY PLANS DO Ndf USE FO CONBTRVCT[ON rJ .w ��a � _ ��MOFFATT 9 NICHOL T E WA R T s,,,,. _.<,b .ati. „ s,,. ..s9 ..� PERMIT DRAWINGS � so •oo. � %�°��_ o �� ir , ,o �� P�E / �� 0�' � ,.,,;�\ ,q a e� RETAIN � � � N TOE PROTECTION SEE DETAIL D 540124-04 � � .S �2, 2j�' 4 ,/ii � FOR —L5— PROFILE SEE SHEET 5 TYPE-III GRAU 350 TL-3 � � � � 0 � j y---TYPE-III �-5 �' J TYPE-III 1 BEGIN BRIDGE GRAU 350 TL-3 � -LS- STA. 12 + 41.06 AT-1 gEGIN APPROACH SLAB END BRIDGE END APPROACH SLAB -LS- STA. 13 + 77.14 ' -L5- STA. 12 + 30.06 -LS- STA. 13 + 66.14 DETAIL SHOWING PAVEMENT—BRIDGE RELATIONSHIP (N.T.S.) N z 0 N � � � 3 N 0 � � 0 � � � � a � NOTES: lJ Proposed b�idge:1�35':1�55'; 1�35': OAL=l25' Existinq brldge:1�22'-3'; 3�22': 1�22'-3': OAL = ll0'-6' DETAIL C RIP RAP AT EMBANKMENT , No„o ��a�e, iam�. o�m, to�mlo. z. Grade -NWS•=913.9' GEOTEXiILE PERMANENT TEMPORARY ��PeO`�°e. ��a��a°P STREAM STREAM FROM STA.12 r62.4 TO STA 12 r84.3 -LS- DETAIL B FROM STA.13+13.1 TO STA. 13+41.2 -L5- IMPACTS IMPACTS RIP RAP AT EMBANKMENT O�HO,m 5�oie, � SITE 1 8 LF 0 LF '°�"° + D'i�ch 1.0'min. �, o SITE 2 45 LF* 47 LF ��` NW5=913.9' CLA55 IIftIPRAP GEOTE%TILE SITE 3 10 LF 0 LF T„e o,�;�e,- ,5 To„5,«„R;,_Ra, TOTAL 63 LF 47 LF GeO,eXf1�e- 20i FROM STA.12+73.2 TO STA.12+88.5 LT -LS- FROM STA. 73 i� 26.1 TO STA. 13 I- 42.7 RT -L5- *NOTE: PERMANENT STREAM IMPACTS AREA INCLUDES IMPACTS FROM PERMANENT BANK STABILIZATION & TEMPORARY WORK PAD 540124-01 �DENOTES IMPACTS IN SURFACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE WATER BEGIN PROJECT TIE TO EXISTING —L5— STA. 10 + 00.00 CLASS II RIPRAP TO ELEV 925.8' EST 110 TONS LAT BASE DITCH TIE EXISTING DITCH TO PROPOSED DITCH SEE DETAIL A �� CLASS II RIPRAP AT EMBANKMENT SEE DETAIL B Q10=0.8 CFS Vl Q=1 J FTiS F--�� Q�E� / + 32.5 / F F/ � / — �// � - F--- — F F�� \ �(�— �l �--E�—E E / F+30.1 � PUE PVf CLASS II RIPRAP � BANK STABILIZATION EST 160 TONS EST 190 SY GT �� SEE DETAIL C 540124-01 CLASS II RIPRAP AT EMBANKMENT SEE DETAIL B LINE EXISTING DITCH WITH CLASS 'B' RIPRAP 540124-02 25 TONS 56 SY GEOTEXTILE ^I ^ O O N I\ M A� 0 Q Z 540124-03 �'�°� � END PROJECT TIE TO EXISTING c�a,ss u RiPR,�,P —L5— STA. 15 + 10.00 BANK STABILIZATION EST 100 TONS TIE TO EXISTING EST 120 SY GT FENCE TIE TO EXISTING — SEE DETAIL C FENCE INSTALL 151 LF BARBED WIRE FENCE REMOVE AND REINSTALL EXISTING GATE �CLASS II RIPRAP ES�T 85�TONS 925.8' l II�r'• BRIDGE 540124 O h PROJECT REFERENCE NO. SHEET NO. BD-5112V PRM2 RNJ SHEET NO. ROADWAY DESIGN HYDRAUUCS ENGINEER ENGINEER PI3ELIMIN RY PLANS DO Ndf USE FO CONBTRVCT[ON rJ .w ��a � _ ��MOFFATT 9 NICHOL T E WA R T s,,,,. _.<,b .ati. „ s,,. ..s9 ..� PERMIT DRAWINGS so •oo. � I �� // _ o �� c � ��J� �� . PVE / S B F F P�e + 78.� � ` b� F � 8�0 � �0�' ��/� /� �; � � / �RETAIN � 79 v " F—�}— 15" CSP W/2 ELBOW� AND ROD �i�,�T E �Q10=1.7 CFS G� V10 = 4.8 FTiS GRAU 350 TL-3 TYPE-III 4, TOE PROTECTION SEE DETAIL D 540124-04 � � .S �2, 2j�' 4 ��.,� FOR —L5— PROFILE SEE SHEET 5 TYPE-III GRAU 350 TL-3 � � � � 0 � j y---TYPE-III �-5 �' J TYPE-III 1 BEGIN BRIDGE GRAU 350 TL-3 � -LS- STA. 12 + 41.06 AT-1 gEGIN APPROACH SLAB END BRIDGE END APPROACH SLAB -LS- STA. 13 + 77.14 ' -L5- STA. 12 + 30.06 -LS- STA. 13 + 66.14 DETAIL SHOWING PAVEMENT—BRIDGE RELATIONSHIP (N.T.S.) ;; 940 ii i i i i i i �� o ;; 930 w � �� II II �� 920 ' ' ' 910 ' i i ' i i �� II �� i i 900 '� I I ' i i �� I�� _� �� , � 3 N 0 � � � E � 0 w � � w a 0 BEGIN GRADE -L5- STA. 10 + 00.00 EL = 939.42' I��m�� . _L� Iilii iiiiiiliiiiii, TE PO R,ARY VVO RK PAD _ _ � BEGIN BRIDGE f �- � -LS- STA. 12 + 41.06 Pl = 11+30.00 EL = 932.92' VC = 260' K=55 DS = 37 MPH KEXIST/N6 4� SPAN SPAN B PAN i : 35.0'* 55.0'* 35.0 � : , : -, - �� • _--� �� i� �� • •�� - — �■■■■■ �■�� iiiiiii■ I.�.•. - i■■■■■■■■■■ ;•;•; : .., . ■■� � �■� ■ ��:;:;. :,. .... .. ;,,•�•o ,•, :.�j�;. ,,!; ,, � ,.,.:: , . � � '� ��' _.e.:J :�. 1 � ,r�'� ',�!� � �� TEMP. WORK PAD & TEMP.IMPACTS IN SURFACE WATER TOP ELEVATION = 922.0' SIDE SLOPES - 1.5:1 NATURAL GROUND (12/10/2013) �� ; BENCHMARK 1 8" SPIKE IN 24" WHITE OAK � N 660220 E 1286167 '� -L5- STA 12 + 15.11, 82 .04' RT � ELEV. 929.47' . � i i i� i i i i� i i.,• i� i i i i i i i i� i i i� i i i i .. . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .... . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . 12 13 14 15 1 O � END BRIDGE —L5— STA. 13 + 66.14 Pl = 14f40.00 EL = 93/.99' VC = l30' K = ll8 DS = 55 MPH � //]l. BRIDGE 540124 i�■■■■■■■■■■■■■■i END GRADE —L5— STA. 15 + 10.00 EL = 932.55' f —J0.3000 °d +J0.8000% *MEASURED ALONG CHORD � �TEMP. WORK PAD & TEMP.IMPACTS IN SURFACE WATER TOP ELEVATION = 920.8' SIDE SLOPES — 1.5:1 — N W S E L= 913.9' —r1—;-1—r—rr '_ PROJECT REFERENCE NO. SHEET NO. BD-5112V PRM3 RNJ SHEET NO. ROADWAY DESIGN HYDRAUUCS ENGINEER ENGINEER PI3ELIMIN RY PLANS DO Ndf USE FO CONBTRVCT[ON , ��MOFFATT 9 NICHOL , .. ., .: .,q,�E:;bwa,.,o. �,:: w;:os.o T E WA R T s,,,,. _. s„ ..s9 ..� PERMIT PLANS BRIDGE HYDRAULIC DAT A DESIGN DISCHARGE _ 1800 CFS DESIGN FREQUENCY = 25 YRS DESIGN HW ELEVATION = 924.8 FT BASE DISCHARGE fUSGSI = 2500 CFS BASE FREQUENCY fUSGSI = l00 YRS BASE HW ELEVATION fUSGSI = 925.44 FT BASE DISCHARGE fFEMAI = 3232 CFS BASE FREQUENCY fFEMAJ = l00 YRS BASE HW ELEVATION fFEMAJ = 925.99 FT OVERTOPPING DISCHARGE _ 16000 CFS OVERTOPPING FREQUENCY = � 500 YRS OVERTOPPING ELEVATION = 932.8 FT DATE OF SURVEY = 8-7-20/3 w.s. E�EVar�onr AT DATE OF SURVEY = 9/3.9 FT 11 ;; 940 �� o ;; 930 w � �� II �� 920 ' ; ; 910 I�I II �� i i 900 '� I I '� I I �� I� � _� �� , � 3 N 0 � � � E � 0 � w � � � � w a � . . . . . .. .. � . . .. . .. _. BEGIN GRADE -L5- STA. 10 + 00.00 EL = 939.42' 1 O — iiii��■ii� - �.....��... i■■■■■ ■■■ i■■■■■■■■■■ iiiiii��iii . .. � . . �. _L5_ I . . . . . . . . . . . . . . . . . . . . . � SPAN SPAN B PA� 35.0'* 55.0'* 35.i , --- •,,, e �--� _ _ i■■■■■ . i■■■■■■■ I:�.•. i■■■■■■■■■■ �� - ... . .,.�... i■■■■■■■■■■ . . . � :;.-. i■�■■■■�■■�■■■■■■ !.;.;. i■■■■■■■■■■■■■■■ • � � � �'�•�,�, , i■■■■■■■■■■■■■■■ . i■■■■■■■■■■ • •p:•: ,: i■■■■■■■■■■ , , �:.- � . ,_,• �■■■■■■■■■■ � � �;. �o;� �■�■■■■�■■� �,�.,� ,..�� : �■■■■■■■■■■ % :., .- : i■■■■■■■■■■ • � • '�� ' . i■■■■■■■■■■ � � � � ',' � i■■■■■■■■■■ � ; �■■■■■■■■■■ „ i■■■■■■■■■■ ; � i■■■■■■■■■■ � � �': f i■■■■■■■■■■ . . �■■■■■■■■■■ � '� ` C'�� ■■■■■■■■■■ , � ► i■■■■■■■■■■■ , �■■■■■■■■■■■■■■■■ : . �■■■■■■■■■■■■■■■� � ............... �■■■■■■■■■■■■■■■■ �■■■■■■■■■■■■■■■ --.- ;, .; . . �■■■■■■■■■■■■■■■ i■■■■■■■■■■■■■■■ �; � : 11 1 L 13 END BRIDGE -- - - -- �, Pl = 14f4n_nn � II�r'• 11 BRIDGE 540124 LL — /JL.JJ � _ • •II � •:III � � � • • • • � ■■■■■■ ■n . � .- ■■■■■■■■■■� iiiiiiiiii . . � • � : �■■■��■■■■� � - ■■■■■■■■■■■� � .,. .................. -- - .................. --.- :. .; . � ■■■��■■■■■■��■■■■� ■■■��■■■■■■��■■■■� �- . ■■■■■■■■■■■■■■■■■� ■■■■■■■■■■■■■■■■■� ■■■■■■■■■■■■■■■■■� -----------------■ 14 PROJECT REFERENCE NO. SHEET NO. BD-5112V PRM4 RNJ SHEET NO. ROADWAY DESIGN HYDRAUUCS ENGINEER ENGINEER PI3ELIMIN RY PLANS DO Ndf USE FO CONBTRVCT[ON , ��MOFFATT 9 NICHOL . .. ., .: .,q,�E:,'6wa,.,o. �,:: ;;:os.o T E WA R T s,,,,. _. s„ ..s9 ..� PERMIT PLANS BRIDGE HYDRAULIC DAT A �SIGN DISCHARGE _ 1800 CFS �SIGN FREQUENCY = 25 YRS �SIGN HW ELEVATION = 924.8 FT �SE DISCHARGE fUSGSI = 2500 CFS �SE FREQUENCY fUSGSI = l00 YRS �SE HW ELEVATION fUSGSI = 925.44 FT �SE DISCHARGE fFEMAI = 3232 CFS �SE FREQUENCY fFEMAJ = l00 YRS �SE HW ELEVATION fFEMAJ = 925.99 FT ERTOPPING DISCHARGE _ 16000 CFS ERTOPPING FREQUENCY = � 500 YRS ERTOPPING ELEVATION = 932.8 FT TE OF SURVEY = 8-7-20/3 >. ELEVATION DATE OF SURVEY = 9/3.9 FT 15 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 inWetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (tt) (tt) 1 12+88 LT to 12+94 LT Riprap bank stabilization <0.01 8 2 12+g4.3 to 13+13.1 Riprap stabilization/ 0.02 0.02 45 47 Temporary Workpad 3 13+20 RT to 13+28 RT Riprap bank stabilization <0.01 10 TOTALS: 0.02 0.02 63 47