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HomeMy WebLinkAbout20041760 Ver 8_Application_20080118 a^" SfA7F u '+~ ~ ~ ~~. STATE OF NORTH CAROLINA DEPAR'TIVIENT OF TRANSPORTATION MICHAEL F. EASLEY GOVERNOR N.C. Division of Water Quality 1650 Mail Service Center Raleigh NC 27699-1650 ATTN: Mr. Rob Ridings NCDOT Coordinator Dear Sir: December 28, 2007 ~ , ~.~ t ~:~ ~`~t~ / ,'~ J f :A ~V ~~ Cp,;:~~ qT~c AR'~C H LYNDO TIPPETT SECRETARY oy ~~~aa.s Subject: Neuse River Buffer Authorization Modification Request for US 70 (Clayton Bypass) from I-40 to US 70 Business in Wake and Johnston Counties, State Project No. 8.T311002, TIP No. R-2552, NCDOT Divisions 4 and 5, WBS Element 34459.1.1. Reference: Neuse River Buffer Authorization dated January 14, 2005 (WQC Project No. 041760) The NC Division of Water Quality issued a Neuse Buffer Authorization for the above-mentioned project dated January 14, 2005 and a subsequent modification dated April 11, 2006. NCDOT has recently determined that additional riparian buffer impacts are required. Please find enclosed a site map, a revised permit drawing, and an additional buffer impact summary table. Section AB Buffer Site AB 4A: A field review of the project area was held between NCDOT and NCDWQ on October 10, 2007. From the field review it was determined that the outlet ditch extending from the dry detention/hazardous spill basin located right of station 45+70-L-, needed to be widened and armored with rip rap due to erosion that had occurred at the site. As a result, approximately 102 feet of base ditch (approximately 5 to 10 feet wide) lined with class II rip rap from the outlet of the dry detention/hazardous spill basin will be added to where it ties with the natural stream. Also, a permanent drainage easement will be required (see permit drawing). These revisions account for an additional 2,20_4.45 ft2 of riparian buffer impacts in Zone 1 and 1,462.98 ftz of riparian buffer impacts in Zone 2. No additional mitigation is proposed since the impacts at eaca~i--- site are not equal to or exceed 0.3 ac or 1501inear ft. MAILING ADDRESS: LOCATION: NC DEPARTMENT OF TRANSPORTATION TELEPHONE: 919-715-1500 2725 CAPITAL BLVD. PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS FAX: 919-715-1501 PARKER LINCOLN BUILDING, SUITE 1BH 1598 MAIL SERVICE CENTER WEBSITE: WWW.NCDOT.ORG RALEIGH NC 27604 RALEIGH NC 27699-1598 NCDOT requests that the referenced Neuse River Buffer Authorization is modified to reflect the revisions outlined in this letter. We are providing five copies of this application to the North Carolina Department of Environment and Natural Resources, Division of Water Quality, for review. If you have any questions or need additional information please contact Tyler Stanton at (919) 715-1439 or tstanton@dot.state.nc.us. Sincerel , t. /Gregory J. Thorpe, Ph:D. Environmental Management Director, Project Development and Environmental Analysis Branch W/attachment Mr. John Hennessy, NCDWQ (5 Copies) Mr. Travis Wilson, NCWRC Mr. Gary Jordan, USFWS Mr. Ron Sechler, NMFS Mr. Michael Street, NCDMF W/o attachment (see website for attachments) Dr. David Chang, P.E., Hydraulics Mr. Greg Perfetti, P.E., Structure Design Mr. Victor Barbour, P.E., Project Services Unit Mr. Mark Staley, Roadside Environmental Mr. Richard E. Greene , P.E. Div. 4 Engineer Mr. Jamie Guerrero, Div. 4 Environmental Officer Mr. Scott McLendon, USACE, Wilmington Mr. Jay Bennett, P.E., Roadway Design Mr. Majed Alghandour, P. E., Programming and TIP Mr. Art McMillan, P.E., Highway Design Ms. Jennifer Evans, P.E., PDEA m ~Q mod m Q~ Q ~ W ~ ~ ~ k ~ ' F' L't I tt . ~ ~. ~ ~~ . r • ` ~ ' . r --~E ~ y ~~lt ~ :~~. ,y ._ !`~ ~ .~,. ~ f~` ~~ y ~ ~ .~ ^ ~ 4 F~"• F~a i ~ c~ `" ~ ~ _, r i' ~. k __ _. f I=t ~y I ~'' , r~ti'~4;~ ti._ = ~~ ~ r ~.,~ «, ~.~: `~~' ~` ~ ~~~ r*+' jl • ±~~. YrLI L .~•cE~ ^ t_ '`_ ~•Y ... r~ 0 ~ ~ z ~~ o CL ~ z ~' z =z , ~ ~ ® moo' ~ 4 ~ o z ~ ~ r-- m ® z ® ~a o -"!~ u ~ ~ Q ~ :; o ~~e ; F 1=~;_- ii h e A ~--~ ~ ti~ H ' ~ ~ "'~ ~ W I~+ ~~ ~ ti. ~ ~~~ r" ~ ' _ti 5 r '~Lf M. l' i f~ * ' ~ ~ ~~ f~•} ;Y ~•~t ~Y~ f ~ ~ ~ ~'+t ~~~_~~ ~~ ~ ' -~ ~~ ~. pp IF ~.. ..;1 ~ r ~ ~--{--- ,, t- -~- - r~. `~i ] ,r ,~r~ ~ :. eft t} i~ ~~ L t ti4~a' ~tJ r'-'~ I i ~!, i i ~. r rl L _ J ~ .1 ~ ~~ ~ ~>~~,~ b .y ,.tt ~ ~ ~'S 1. /~~+~("F } :~ :4 ,.. t~If. ~~' L''1 I~ 1 ' f ~1 ~ 1 .. r ~ f '~ tY.y~ •~.i ~~TI u 4 f ~iV}li ELk • ' ~'! 'F 11 ~ ~• ~~5 xti~- f7. I,h ~, •' ~ :. ~..-.. '~ i' STRUCTURE SIZE 900mm RCP ~L- Sta. 45+59 to Sta. BUFFER IMPACTS SUMMARY IMPACT TYPE ROAD CROSSING BRIDGE EL T ZONE 1 (ft2) ZONE 2 (ftZ) TOTAL (ft2) ZONE 1 (ft2) ZONE 2 (ft2) TOTAL (ftZ) X 2204.45 1462.98 3667.43 BUFFER REPLACEMENT ZONE 1 ZONE 2 (ft2) (ftZ) TOTAL: 2zoa.ds 1as2.9a 3667.43 N 7. O G ~ T U a 0 ro P d v O m v 0 G a G O O J.OM TO 1.5M BASE DRCH Wm1 CLASS II AIP AAP lA7 MTN 173 SM F.F. BS CM SEE DETAIL W MATCHLINE INSET A 1a ,~~ / ~~ 1 -L- +59000 85000 (278871 & l13D~ (370731 l.Om BASE DRCH CUSS 8 UNED +30000 64.8 M7N 132.0 SM F.F. DOE ~ 512 56000 SEE OEfAIL V ~,~~-x~ fJ8-.73'1 _ ;cox +61000 x 4900011607¢'1 95000 (14753'1 P SLUICE GATE W/ENDW b NOTE: SEE CR055-SECTIONS AND ROADWAY STANDARD DR4IYINGS, -'' ~ - sEE DEraa sHr. 2-G J^ ~ sPREA STD.N0.865Dl,SHEET 2 FOR SPECIAL MEDIAN GRADING. ~J t - - I SEE SHEETS !9 AND 20 FOR -L- PROFILE r. SEE SHEET 2-p fOR DRAINASE DETAILS MATCHLINE INSET A -c- 1 Pl= 38+81.623 ~= 20'44'475'fRTI ?g T = ~ 0 R = 2,500A00 SE _ .03 VoPS = 110 km/hr -L- +81000 85000 (278871 & 110o mm 113000 1370731 _x~Y ~~ ~ z ~x~x s .x E E ' BL-73149+85.956= $ x ' CLASS B RIPRAP ^' 45 M7N -L- POT 41+86.950 TOFF 56.780 LT) 11.7 SM F.f K -L- 42+70000 +29230 +93.000 45.000 fl97b4'J 45000 0418gJ 95000 rr47b4'J I POSED WW FENCE E -L- 4 D -~---__- +05000 55000 ((80.45'1 CHARLES N. CDATS D8 671 PG. 27 DB 166 PC. 146 PB 9 PG.43 0 BL-732 51+05.184 -L- POT 44+13.289 TOFF 50.376 LTI ~~ ~~A Y END SPECIAL GRADING -L- POT 44+!6233 REVISED ~uvray R~ PI.~N B~0 /W REV. 11/6/07 ND_~ SHEET N0. R /W ~~~, nlls ooaJAlENr ouGBUUr ~ p LaUED AND SEATED BY A T. NOTIWGNAJ,1, ~ E~ PE,18533, ON MAROI 3,!005 6 ~ Il' ~E ---e-_ x~r~ 11po ~^ _ ~' ".' ~ ~ l~ ~ --x~x ~,,~,, `^~ y BL-733 52+21.929 ;7h"1 ~"' t25D00 -L- POT 45+28.453 (OFF 69.523 L 58000 (19029'1 +34000 45000 !14784'1 & ~ 55000 080.45'1 & +84000 56000 (!83.73'1 SBD00 09029'1 c o 90D~B'NlFORM TRANS1710N P STD. BERM DRCN ~ +60A00 50 ~ ~ ~ STD. BERM 000 (!57.48'1 PDE---~PD ~~ ~j , PD€---pDE °~ +80.000 {3 BDO ~-,--r ~~ - -------'£--------~~ ~`-,=---~-- ~- __~ Pp 48000 (157.48'1 PROPOSED WV! FENCE . ` ` ~ ~ PDE ~~ O ~ 32000 «0499'1 _-- BLREV-R901PINC 50+52.326 40o CSP ~ ~- O -----0--- - ~_ x -L- POT q3+34.388 (DFF 3,704 LT) wrElwW Q ---~--- 45 --~_-- 0 130 ZGI ' ,~' ~ ~ W ~BDO - ~ - T----- ~-lGI--~- TYP 46 IYPEA ~~- '~ TYPE A ~~ 600 CSP + boo + x Fs 45o µ~~,' ,' BLREV-R902 PINC 51+86.533 ~ W/BBDW --"~ d ~ GRAU 350 I 49 ,, r~"'~ -L- POT 44+68.452 (OFF 2,460 Ril ~ 57 2GI ice' Q ~ PS. 2G1 1~J1 ~ ~ 1~ ~ i a z ~ ~ O O ~~ 0 1~ I 15.607 0 n ~ o GAAU MJBD_ _ ~ x ~ ------------------------ ^'~ ,' ,' Mew L ~ ------------------ ~ ,~ ,5~., --------- i r2 Ps. W -----------------•- ,'ti5' CABLEGUIDERAI ~ __ _ W - O ~_-- N L2 PS. - -------'-- 2GI ~ ~ 56 -.__-----•-- -- .ir - ,~ ' W 12 PS. 2GI {3 N s~~ M~ N ~ I (3 TYPE A W J G Z ~ ~ N ~1 J I r'~ F 43 3 P.S. ~ .y ~3 a. Z FS 46 r' G 3 - 42 PS. V 1GI m ~-'' f L CA7-1 -------E------- 1GI ,' .'~ ~, ~---_ ~-_-__ ' --~--- -- ~ C1A55IRIPAAP --E------i L--- ~ --`-F-_- 9.1MTN 19.1 SM F.F O R "'i~~~'G ------ ------1'-------=---- 55 ` -G--------~--- ----r- PROPOSED H^N FENCE ~ _ _ _ _ t _ - - R x n: E -L- 42+30.000 ROP05ED WW FENCE +48000 .. ~`"'~''-'~:-n.l"-' fi DRY DETENTION / 95.000 «47.64'1 ROCK WHR 'r HAZARDOUS SPILL BASIN CIA55 IRIPRAP 45.000 f147b4'I r„~-~ :.T~-'` 4, Z ,,,7ti:n.r:~ ' ' +95000 s ,,_ FLOOR ELEV 73.5 m fd=0.6 m) ;~ r = +20.C170 r ~" r1 ~ SEE DETAIL SHT. Z-K 111.0 MTf w~ +60000 .. R ` ^ 1 oImET srRUCruRE RAWDOWN ,aTIL '"' I E , ` 45000 (147b4'1 98000 (157.48'1 ~ ~ ~ /'~92:ODD/„ ~ SEE DETAIL SNf.1-E 6 1-I EE DETAB 5P{T. 2-H `~ I" DETAIL W 98000 «574er ~,- ` 45000 a47b4'J ~ x STAN A BAS 51 .~ I DITCH v 0 I k K~ TOP OF BERM ' (Nat to Soalel (~ 5,= ~ t^ _ ELEV 74.80 m 3 ~~ ~ I I ~~ `~ SLUICE GATE W/ENDWALL r~ x crouna ~~ CHARLES N COATS ~, r~ SEE DE7A1L SFIT.1-G _ I N D T~ craund , ~''~'~, $ ~ ~4.,ti..--/ 0 I D6 67~C; 27'' ^ ~ ' 1050 - S 54 ~ J,'1TRANSmON FROM 52 Filter Fcprlc 8 Mln. D= 0.6m n DB 766 PG.146 ~~ ~ r., 3M BASE TO 1.5M ~ .;.-E Max, d= 0.9m PB 9 PG. 43 1 I +'4 ~ '-' BASE 4M FROM OUTLET -L- PT 43(29.230 R= 3m td Ism ~ a-~;. I T DB Of ~X +98000 W W 45000 041b4J Llnsr Class IIRIp-Rap -~ ~L~fi` 85.000 (278871 ^ ^ I,~- STA I5+70 RT _ a - 1 LEVE