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HomeMy WebLinkAbout20091046 Ver 1_Email_20091112Meritte, Ken From: Mclamb, Erica S Sent: Thursday, November 12, 2009 1:10 PM To: Averitte, Ken Subject: RE: 1 -4407 questions See responses below. Erica McLamb Environmental Specialist, NCDOT 919- 431 -1595 From: Averitte, Ken Sent: Thursday, November 12, 2009 11:08 AM To: Mclamb, Erica S Subject: I -4407 questions Erica, I'm trying to finish up the review on the Hwy. 220 improvements in Randolph county. I visited the permit sites on Nov. 3 . The stream at site 3 is pretty well hammered, all the way to bedrock in places. Your impact table mentions an 18" pipe, but my guess is that the pipe is just the conveyance to the stream, and the actual impact is riprap at the pipe outlet shown in the drawings. Is this correct? Yes. The rip rap used for outlet protection would be the actual impact at site three. At site 2, the table mentions a 36" RCP and 15" CSP. I saw that the 36" pipe has fallen and needs to be reset. Is this part of the impact? Will it be extended? Or is riprap the only impact at site 2? That appears to be the case per the drawings. Site two involves the re- setting of an existing 36" section of pipe that has separated from the cross pipe under the existing road due to erosion. Also, a 15" metal slope drain pipe will outlet near this location. The 15" pipe will funnel water away from the shoulder via a curb and gutter section. Rip Rap is being used to stabilize the stream bed and the end of the 36" pipe. It will also act as a dissipation device for the 15" lateral pipe (site 1) and the 15" down -slope metal pipe. Thanks for any info. Ken Averitte Environmental Senior Specialist Fayetteville Regional Office (910)433 -3303 PLEASE NOTE MY NEW E -MAIL ADDRESS Ke n.Ave ritte @ ncd e n r.gov E -mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties. k)D }/A� rL \L /\ g & oq=Ew ƒwo- LU c ®® n # � co co e22� © E}�� /W _ \ \ § \ � ƒU) 0 0 0 /m � - q (n c co # § \ k k w § / \ k « CL LU 0 -E -E z %%ate �/ ]f /� k/ t # G > %2 4. 2 3 f w LU 4 s rL F= :E /_®� � a =_o U- (D * I ± e \ a_ \ § § % \ § \ ƒ ƒ E ® m \ Of 3 _ \ \ \ %t M n w 00 R \ j / \ \ \ J t f 2 = , e = , ) § \ k ^ ~ / e