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Home My WebLink About20180369 Ver 1_B-5663_WETLAND_PERMIT_20180313_20180314�� , u, vt �� V • � � V � � O V See Sheet 1-A For Index of Sheets ; . � �� S :ub — p C:` y' ❑ • • :i7i �� u � �� • � � � �� .. _ , . o� . . J END PROJECT� �, � „� � ;� ��' • � . r��, „ - . — , � � • � � . •��• � =;� BEGIN PROJECT • s • • • • • � �:.- VICINITY MAP OFF-SIiE OEiOIF . O • �� 111/��1'�� ll �� VV dll 1i Sl' Jo�r�sTo�. cou�� LOCATI011t: BRIDGE 46 OVER MILL CREEK 0111 SR 1124 (REEDY PR01VG CHURCH ROAD) 41'AT6 9TATB PRQIHCT lBP6RBNCB NQ S E P I 1025 Wade Avenue Ne�o �� Ralelgh. NC 27605 Te1:919-789-9977 E N G I N E E R I N G 8 Fax'.919-789-9591 rrwn rxw.tm P.e.vaoi.em. CONSTRII CTION License C-2'I97 TYPE OF WORK: GRADING, DRAINAGE, PAVI11lG AND STRUCTURE. WETLAND AND SURFACE WATER IMPACTS PERMIT BEGIN TlP PROJECl 8-5663 -L- STA. l2+OO°00 CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II MODIFIED. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. GRAPHIC SCALES 30 15 0 30 60 PLANS 30 75 0 30 60 PROFILE (HORIZONTAL) 5 2.5 0 5 70 DESIGN DATA ADT 2016 = 345 T = 6 % " y - 55 MPH * TTST = 3% DUAL 3% FUNC CLASS = RURAL LOCAL SUB-REGIONAL TIER PROJECT LENGTH BEGIN BRIDGE -L- STA. l3+ LENGTH ROADWAY PROJECT 45619.3.1 = 0.058 MI LENGTH STRUCTURE PROJECT 45619.3.1 = 0.022 MI TOTAL LENGTH OF PROJECT 45619.3.1 = 0.080 MI NCDOT CONTACT: VIRGINIA MABRY MANAGER, PRIORITY PROJECTS UNIT �1 END BRIDGF -L- STA. 14+6/ +/- ENU TlP PR�JECT 8-5663 -L- STA. 16+�5.00 � �� _---- �� S E P I ,ozswadeA�e��e PfC !Bd 1/! 1/4' RaleigM1 NC 2'l805 �%f% �: � Te1:91&]88-99)] C x � i5N [ E n i x � e F�nse �09-9591 TRllcilax Li :C-2191 FOR THE NORrH CAROLINA ONISION Of HI6HWAY5 2012 ST9NDARD SPEClFICATTONS BEN CRAWFORD, PE RIGHT OF WAY DATE: PRo�Ecr Excrx�n NOVEMBER 15, 2016 I. T. YOUNIS PROJECT DES/GN ENGINEER LETTIIYG DATE: NOVEMBER 15, 2016 � OBZNRION PERMIT DRAWING SHEET 1 OF 11 HYDRAULICS ENGINEER ROADWAY DESIGIII ENGINEER P.E. � INCOMPLETE PLANS DO NOT USE FOR R/W ACOUISiT10N DOCUMENT NOT CONSIDERED FINAL 11NLE55 ALL SIGNATURES COMPLETED N I � � K S�� I Re?9 9- 894 605 E N G I N E E R I N G 8 Fax�.9'19-789-9591 c o N 5 T R U c T I 0 N License' G2197 PERMIT DRAWING SHEET 2 OF 11 PROJECT REFERENCE NO. SHEET NO. 456/93J 4 RNJ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED � DENOTES FILL IN WETLAND *„ + * DENOTES MECHANIZED , , + + CLEARING �DENOTES IMPACTS IN SURFACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE WATER • � • .� •� ■■■■■ � ■■■■■� � .�. , � �J PROJECT REFERENCE NO. SHEET NO. S E P I 025 wade A�e��e 456/93J 4 Raleigh, NC 27805 �yy SHEET NO. Tel'9t9-789-4977 E N G I N E E R I N G 8 Fax�.9�9-789-9591 ROADWAY DESIGN HYDRAULICS c o N 5 T R U c T I 0 N License' G2197 ENGINEER ENGINEER PERMIT DRAWING SHEET 3 OF 11 � \ DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED � DENOTES FILL IN WETLAND • * � • DENOTES MECHANIZED � ` ' CLEARING . . « . �DENOTES IMPACTS IN SURFACE WATER �DENOTES TEMPORARY IMPACTS IN SURFACE WATER 30' 0' 30' 60' 90' GRAPHIC SCALE / , / � / • , � �■� � �I�� PROJECT REFERENCE NO. SHEET NO. S E P I �025 wade A�e��e 456/93./ 4A Raleigh, NC 27805 �yy SHEET NO. Tel'9�9-789-4977 E N G I N E E R I N G 8 Fax�.9�9-789-9591 ROADWAY DESIGN HYDRAULICS c o N 5 T R Il c T I 0 N License' G2197 ENGINEER ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PERMIT DRAWING SHEET 4 OF 11 + � � � + � � � + � -+: DENOTES FILL IN WETLAND DENOTES MECHANIZED CLEARING DENOTES IMPACTS IN SURFACE WATER DENOTES TEMPORARY IMPACTS IN SURFACE WATER . i i il II ' II II III i il il II II II I �'I �I I I II II I I II II II I I II I I I �I I I I II . II II I II II II ' II II � � � � �I S E P I PROIECT REFERENCE NO. SHEET NO. L'i I I I I I I I I I I I I I.^ II II II I I I I I 'I 10259 ade Avenue i Ra,e; h N� Z,sos 8-5663 5 � I I I Tel'919-789-9977 ROA�WAY DESIGN HYDRAULICS . _. ... _�... . . ._ _ .. . � I I I II III I II I �I II I . �I . . . ... Fax:919-789-9591 ENGINEER ENGINEER _ _ _.. . . . . . I . _. _ . .—.—_ .—. _... .. .. ...— E N G I N E E R I N G 8 LiGense C-2197 �J � . . . . . . . . . . . I . . I I I . i . . .. . -1 . .,. . . � C 0 N STRU CTIO N .. I � I .. I II II� I, I I .. . , . II II I II II I II II II I .. . :. ; I � I I I I II I II I I I I I I I II I I I I II III II I I I II I I � � � � ' I I I I I I I I I � I� I I I I � FRELIMIN RY PLANS . : . . . . . . . �,. i . . . . ��.. ,. i i ,. i .. �� .. �,. . . . . . . . . . . . . . . . DO NOT L`SE FO CONSTRL`CTiOf. II , . . . II I . . I I I I . . . . . . . . . � i i ii � i I� I � � Ii � I� ; PERMIT DRAWING ; _ . .------ ----- -- ___ __-- -----I-I-� —___; i - — —;-------- ---- SHEET 5 OF �� DOCUMENTNOTCONSIDEREDFINAL � I I I II . III II III I I I�I I� I'. . � IIII II IIII � I I I � .. �. .. I . �. . .. . . . .. . _. I UNLESS ALL SIGNATURES COMPLETED � I � � � I � II � II I I I II . . I I .. , �I I , I . , , I I .. .. � . - . . . � . . . � . . . I . . . . i . . . Pl �_ l2+ OAO II Ili II� �,PI � i13�+85.00 I'� Is� :. i� ib -i II II Rlj = l5 50.00 , EL = �I/� .6Jr' I II I ! i i �L�i '/�52i7i , G i EIL �. � j 5��'1� �� _ l4 .74' �i i �i �i �i � ��I I�� . � �!�y II�J, . � � � � � ii _____---- -____ ----- --�C-- /��- �. ��. - ' �- -_-__ ___vC� = It� i i i i III i ~ i._i _ `^� E i l;lA�$II --i t/,E-'=--9 -- ------------ --- �I------- ------ i I I -_ _ i i ' r i � i�f i I --- � K 1= l29 �i I I, I K' 115 � ;� I„ ��oa ��. . ca,Pl I I K= ll5 , i �i I� DS I= 5 MPH I� I I D5 =' 55 MPM �I I � I� I � I�,QS = 5 MPH ' � i II II i I�i�iillll �i BRI GE j ii Iliii!iliiiliil I!i liliiilili liliiiiii, II i � I ilii Illli n ��i i ii�i i�.�2%�j Ilil l ill liiil i i�i i I I i i I i i'i' � G � i 4 i• i i I i i i i I ��. 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I I I� I I I I I i j i I I I�i I I I I i � � I II II III II I I I II II III IIIII III I I I I i I I i III IIIIii I J IIl IIII IIII IiII IIII iIIIIIIii I i i i � I Il�li i� illll lii ii i iiiii i ii � illll i i i I ! I i Il i i II i I I I I� i I I i i : i i i i i i _ _ J . i i i-�-- �- - . � I�- - - - � �-. I_li i - i ! . . _. i I I i I N ---_ I--_--� I� �� I---- H__ . _ � �_— �I i ___ II I I I II _ ___ - I� I� I I _ _� — I i I � _ _ I --- -- — — — — —_ _ __ ___ _ — W I : j I _:I III . :_- II! IIIiII I ; I � I ti I III I I II IIII I I I I µ � --- I I i _ _--_ �- - I_ __ _ I i � i i __ �_ _ __ � _ » ___�-___ ----- _ _ _ --- _ ___ _ . _ � _.__ _ �: I_. I __ . _I__ I'�� I-II-- -- - _ _ --- _ �- - - II� �. I� --- n--- I i -� � . - - - --- - ---- � � � III I I II i.I I IIl I IIII III I I � ' I � � iii i �II ----- i il I II li i �iill ill i , i �: i i iii illiii i i i i i i iii i iii I � i i i i i ii �i �i � � : : I I I � I l i � I �- I--- I -�- -- 1 ��_�_ I I� i l[�-_� � I : � �: � : i � �_ I I _. � I � i i � _ � _- _-� - -- --�. . -- _ i � i_ i I_ li II li li __ i i I i i li I I i_ I � i �:;< : �i� ��i _ �i� i i ��iii �� i�i ilili � � i I � � � w_ � i i �Ill�i ili�iii iiiljii�il liiiliili �iiiiiii�i�i �i�i�lilliii i l I i i I I i �>:F- � iii iiiill liiiiilil iiiiiiiii iiiiiiiii Iiiiiiiil i i i i i i i i �� SHEET NO. x-� SHEET NO. X-2 SHEET NO. X-3 SHEET NO. X-4 SHEET NO. X-5 WETLAND AND SURACE WATER IMPACTS 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) (ft) (ft) (ft) 1 12+49 TO 1@ 30 ; 1@ 60'; 1@ 25' < 0.01 0.02 13+7g -L- LT & CL 21" CORED SLAB 13+84 -L- CL EMBANKMENT STABILIZATION < 0.01 49 13+89 -L- CL EXISTING INTERIOR BENT REMOVAL < 0.01 36 2 14+13 TO < 0.01 14+gg -L- LT & CL 14+18.9 -L- CL EXISTING INTERIOR BENT REMOVAL < 0.01 75 14+25 -L- CL EMBANKMENT STABILIZATION < 0.01 36 3 14+79 TO 15+67 -L- RT BRIDGE < 0.01 0.02 0.01 4 12+66 TO 13+21 -L- RT BRIDGE < 0.01 TOTALS': < 0.01 0.04 0.01 0.01 0.01 124 72 0 *Rounded totals are sum of actual impacts NOTES: SITE 1 INCLUDES EXISTING INTERIOR BENT REMOVAL AT STA. 13+88.9 -L- CL. THIS SITE ALSO INCUDES RIP RAP PLACEMENT ALONG THE CHANNEL EMBANKMENT. SITE 2 INCLUDES EXISTING INTERIOR BENT REMOVAL AT STA. 14+18.9 -L- CL. THIS SITE ALSO INCUDES RIP RAP PLACEMENT ALONG THE CHANNEL EMBANKMENT. �