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WPO201600008 Correspondence 2017-08-15
From: Millard, Eric (DEQ) <Eric.Millard @deq.virginia.gov> Sent: Tuesday, August 15, 2017 3:52 PM To: Justin Shimp Cc: Vincent d. Pero Subject: RE: Glenmore Review Justin, Vinny and I just happened to be in the area today and stopped in to take a look. Some of the issues we saw: 1. The work upstream of the culvert and down appears to be in excess of what was permitted. Please confirm these distances. 2. The material used in and on the stream bank upstream of the culvert does not appear to be non - erodible. 3. The upland area adjacent to the upstream of the culvert area is not uniformly vegetated but does not have any silt fence present. 4. The upstream section appears to have been widened Overall we were not too concerned with the culvert countersinking. It could be better but we have seen a lot worse. Vinny, if I missed something please chime in. Thanks, Eric Millard VWP Specialist Senior, Valley Regional Office Virginia Dept. of Environmental Quality Office: 540-574-7813 Fax: 540-574-7878 eric.millard@deq.virginia.gov Mail: P.O. Box 3000, Harrisonburg, VA 22801 Located at: 4411 Early Road, Harrisonburg, VA 22801 -----Original Message ----- From: Justin Shimp [mailto:iustin@shimp-engineering.com] Sent: Tuesday, August 15, 2017 8:19 AM To: Millard, Eric (DEQ) Subject: Glenmore Review Hi Eric, Did you still want to make a site visit this week? Sent from my Whone slaw Todd Shifflett From: Todd Shifflett Sent: Monday, April 25, 2016 10:59 AM To: 'Justin Shimp, P.E.' Subject: Glenmore K2C-II Justin, After talking with John, it was determined that the revision that was submitted for the above project is a new application. Please submit a new application with requirements and the fee and I will send it for review. Thanks! Todd Shifflett Community Development Engineering Division (434)296-5832 ext. 3072 tshifflett@albemarle.org ct.-4-`A() /1 Irl >a ://0qui I-C A *. 1 Nose John Anderson From: Justin Shimp, P.E. <justin@shimp-engineering.com> Sent: Friday, March 04, 2016 5:18 PM To: John Anderson Subject: Fwd:Carroll Creek Culvert, No Rise Certification Justin Shimp, P.E. 434-953-6116 Begin forwarded message: From: Glenn Brooks <GBROOKS(�albemarle.orq> To: "Justin Shimp, P.E." <iustinRshimp-engineerinc.com> Cc: Avi Sareen <AVI@tntenvironmentalinc.com>, Jess Achenbach <jess@reddirtdev.com> Subject: RE: Carroll Creek Culvert, No Rise Certification Date: January 28, 2016 at 2:13:10 PM EST Yes, that sounds correct. I rely on you for the details. Glenn Brooks, P.E. County Engineer VSMP Administrator Albemarle County From:Justin Shimp, P.E. [mailto:Justin@shimp-engineering.com] Sent:Thursday,January 28, 2016 2:00 PM To:Glenn Brooks<GBROOKS@albemarle.org> Cc:Avi Sareen<AVI@tntenvironmentalinc.com>;Jess Achenbach<jess@reddirtdev.com> Subject:Carroll Creek Culvert, No Rise Certification Hi Glenn, We are working on the permit for the box culvert and VRMC has asked for County confirmation of a`no-rise' condition.As I see it the flood plain in this area is driven by the backwater from the Rivanna River and there will be no impacts to the FEMA floodplain elevation as a result of our project. Assuming you agree,could you reply to this email so we can pass that confirmation along to VRMC? Thanks! Justin Shimp,P.E. 434-953-6116 1 0=DD 1,„ r O r N 13 Z SLgcO \cr-z_� co z ` A cn C . D O 1 m co r� D p 2 m 0 * 77<i o ODx—. • MILTON v ZS m8 �N + RD ± m m + No 13 cn t w D x o © 2 N N i a � , MILTON RD o 2 ali I to la Mia I au.a r,' .,.. m 41 2 R, 5.,,,, Iti, tir �\ L i X z Y 1 o - I \IV r+. , mn %41. N m c) . \A A l m o NO m //// �\ _ f �xO z Z D GI' / - T�� fir J t •d s o,...✓ m ., r Z z� /l \ J PIPER~AY v A O 1~ r .i o N ,9 \Ait , ��.� czi o • N Z X 29 t_ 1111111. .I N A N C N • _ o rn 18 NO mI> oco 7O C) . O 8 Z 3 w o = �Qo o o rtJ m w Z e'•ll Z .,„:71 $ g Z O S m �1 m 3 m m O Z m p x pr x 'Sy0 x D Z 0 O D°" D)v�W:y 3O0N d»Na I $„-.L..—� -03'0 41;4 0L'n RIMORMA r)..gT2 - - -o D gR3K0 _ .D x-,:,,'=id a X08 .n itifo n z m z z z r 0. s43O itg s00 � 0$= X C,TI Q ~7-. 'D tr C NO Ev a n r r.] Lti -p 00acoii `G o .v HC1On = m O II w F.n m m `;8 x un trl h7 O b r- oZc�B t T m^v z r cn Z 4 o »_g F3 m a � gg 3 s �! til H cp o >- N y w m S m r+ z t�7 H 1'r7 N 0 r3�o 6 am cm it x v d C7 .< G O Sawn o -< w� E 1 V g trl - ma»ww 3- AT nC :o @ r„ r h7 7� T 35.m , o1 pa¢ =rn o f o O ti l A _o d T cinm o7TD P. y p 00 - j_ RTIC m