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HomeMy WebLinkAbout20040289 Ver 1_Other Agency Comments_20041119Re: R-2911A Subject: Re: R-2911A From: "Matt M. Haney" <MMHaney@dot.state.nc.us> Date: Fri, 19 Nov 2004 15:25:23 -0500 To: steven.w.lund@usace.army.mil, brian.wrennC ncmail.net In other words, the culvert will be constructed as shown on the permit drawings and half-sized plans that were submitted with the permit application. Therefore, a permit modification is not required, and revised permit drawings and plan sheets are not required. Please let me know if this is incorrect. Matt "Matt M. Haney" wrote: Steve & Brian, I just faxed you a drawing showing the new & old location of the culvert at Site 2. However, I was just told that the Structure Design Unit is going to revise the culvert structural design to correspond with the roadway plans. This will result in no change to impacts. The revised design should be ready within a few weeks. Once I receive it, I will forward it to you. Hopefully this will not require a modification. Matt 1 of 1 11/19/2004 3:33 PM R2911 A -Permit Drawings Response to Comments 9/ 18/02 Comments from Matt Haney: A field meeting was held with the regulatory agencies for R-2911A. Two wetlands that show up on the permit drawings were deemed to be "non-jurisdictional" which means that they can be deleted from the drawings. These wetlands are Site 8 (Sta. -L- 68+35 rt to -L- 68+51 rt) and Site 9 (Sta. -L- 74+16 rt to -L- 74+63 rt). Quantities removed from summary sheet with explanation added. Plan view sheets unchanged. At Sta. Y7 11+20 rt (stream below pond), if the streamflow is maintained in this stream, there is no impact. The pond will not be drained, so there is no impact to the stream. Pezmit drawings were not changed as no work is being done in this location. At Sta. L 31+80 lt, the smaller (in considered permanently impacted if natural stream design. As the draw into a filled channel. Roadway drawings (Sheet 2M) shows a tributary with the existing stream, Ditch was added to permit drawings. boundary, so there is no change to termittent) stream will be it is not carried through the ings show, it will be flowing lateral V ditch connecting the upstream of natural channel design. Ditch is not withing wetland the summary sheet. • • • • DENOT69 MECHANIZED ~ ' ~ • • • CLEARING • ® DENOTES EXCAVATION IN WETLANDS ® DENOTES FILL IN WETLANDS ® DENOTES F[LL IN SURFACE WATERS ]~1L~N ~gIEW ~~~1Li 10 0 40 SCALE ~ E c m ~~~~E o ,'n o o v rn zu~o m a~ ~ c c y V y m Q E oM ~ o ~ N c°D a w U E ~ _ w ~- ~ Q d ~ L N C Q Q O ~ Z Z w O O U F- ~ LL U U ' fn C N M (n ' (n M (J~ C ~ L O 0. ~ O ' ` o > > o - ~ -~ O O Z Z ~~ L m o cD 0 ~ 0 rn 0 rn o W W M ° ~ m g g ~ ? 0 0 0 0 o w w o ' ~ ~ ~ Q _ N ~= W W c L N .L.. L O o 0 O 0 O (~ (~ ~ ~ U~ 0 g D ~ ~ V c N fA () o c ~ ~ N to O Q ~p N L f6 O O O ~ O p ~ G. > X> O O O p ~ W c ~' W a D Z = ~ ;~ g ~ Z F- W ams o Q ~ ~ J F- - W N C ~ ~ h M M cr ~ _ L O O O O ~ j O O O O O ~ a ~ ~ U m U m U C~ ~ ~ U U U w ~, ~ a ~ ~ ~ N v~ ~ d E U ~ ~ ~ ~ ~ ~ a E x E x x ~ ~ ~ ~ E E o E E o 0 0 ~ ~ ~ ~ O M N M ~ f D O O ~ F F- I- 1- ~ H ' F... F- J ~ ~ J J H ' H ' H H ' H ' H J J J ~ J Q J ~ O ~ ~ O Q ~ Q: R Q ~ (p ~ O N ~ V O N O m O ~ N CO N O O _ t M t ~ t I~ t (p (p O M ~ M E (O M (D ~ + t t t + t t t ~t ~ ~ ~ t v O M M N M N M V M ~ M ~Y 'cY ~ ~ W ~ ~ ~ ~ ~ ! ~ ~ CO (D h I~ J J J J J J ..~ J } } } } J J J J J J i i i N M ~t 1n (O 1~ O O ~ J ~% O Q Z ~ O F-