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HomeMy WebLinkAbout20120665 Ver 1_More Info Received_201207273 FW B 4804 Page 1 of 2 s k FW 6 -4804 Euless, Amy Sent Friday July 27 2012 4 12 PM To Carrillo Sonia Attachments B 4804_Hyd_profde pdf (144 KB) B 4804_Hyd_rpt_culvert pdf (71 KB) b 4804_hyd_psh4 pdf (397 KB) Here s the add info and the request for B4804 in Rockingham Cc From Riffey Deanna Sent Tuesday July 24 2012 4 46 PM {k To Euliss Amy t Subject FW B -4804 Amy Here is the information I received from Hydraulics Please let me know if this 9 answers your questions ' S Deanna From Morgan Stephen R Sent Tuesday July 24 2012 4 41 PM To Riffey Deanna 3 Cc Gulledge Karen H Subject RE B -4804 Deanna Please forward the attached drawings and explanations to Amy for clarification Note the Hyd_profile drawings shows the normal water depth which was omitted in the original drawings The Hyd_rpt_culvert drawing shows a section through the proposed culvert and indicates the normal water surface culvert bury depth and culvert grade We did not elect to use benches or sills for this culvert to direct the low flow i pattern for these reasons The culvert dimension is very similar to the normal channel dimension tf The normal water depth is about 1 and placid rather than rapid 4 The proposed culvert will be buried about 2 and set on a flat grade t The proposed culvert is relatively short f t Reference the hyd_psh4 drawing for post stormwater controls Existing ditches along the roadway will be moved laterally away from the new roadway typical section and will tie to the existing ditches prior to entering the � buffer The existing ditches dissipate before entering the buffer and provide i diffuse flow through the buffer in the floodplain No alteration of the existing conveyance in the buffer is proposed No new outlets are proposed and all roadway runoff is by sheet flow If you need additional information please let me know https //mail nc gov /owa/ ?ae= Item &t =IPM Note &id= RgAAAADMSzLcd9W2TJH14 %2bm 7/27/2012 6 FW B 4804 Thanks Stephen Page 2 of 2 From Ri.ffey Deanna Sent Wednesday July 18 2012 3 51 PM To Morgan Stephen R Subject FW B -4804 Here are the question from Amy Euliss regarding permit application for B -4804 Please respond as soon as possible From Euliss Amy r Sent Wednesday July 18 2012 3 00 PM To Riffey Deanna Cc Carrillo Sonia Subject B4804 I have a couple of questions regarding the PCN for B4804 There is no discussion about post construction the Jordan Buffer rules Will diffuse flow be provided? existing ditches (stormwater conveyances) being used? I modified to handle the flow Please refer to the Jordan for applicability in Rockingham County f stormwater with regard to If not why's Are E so are they having to be Buffer Rules Table of Uses N Will flow be directed into one or two barrels? If so please add sills and floodplain benches to the appropriate barrels If not please justify why 5 If I don t receive the information in one week I will put the project on hold Thanks ' Amy Please note my new email address amy euliss @ncdenr gov<mailto amy euliss @ncdenr gov> Amy Euliss NC DENR Winston -Salem Regional Office Division of Water Quality Surface Water Protection , 585 Waughtown Street Winston -Salem NC 27107 Voice (336) 771 -5000 FAX (336) 771 -4630 , Email correspondence to and from this sender is subject to the N C Public Records Law and may be disclosed to third parties https / /mail nc gov /owa/ ?ae= Item &t =IPM Note &id= RgAAAADMSzLcd9W2TJHI4 %2bm 7/27/2012 N I ,, � 4 i s ti �� d t � J t G '` z c i t ti { a i s t f 1 � � u 15 t - - - - - - - - - - LCLO 0 LU IL -Lu- - — - - - - — - — - - - - - - 4n C4 LU71il--- LLJ 0 IC) 10 J= C-4 U u ()I- Ln - - 0 -1 UJI L U III L -CN- Ln ICIN —CN-1 -3: 00 --Oo - --zs N O O rl- r -- 1 LU ► co II 1 1 J W V) �:a M �i p�p Zo / / b c� O 1 c� D 1 Lo z o o 0 10 L..n I x OD rya n II N Iw Q x> LU u., N w H Q 1 I 0 > J V) l N w I U C7 _ Co In r� 10 m -4 I C\j � N m M U \ Z 0, Q- � d" I a W � � in t7 / '-I � r -- ► co II 1 1 J W V) �:a M �i p�p Zo / / b O O 0000 000 O �O r I N O O + N O O N O + M N e� b 1 � Ma o uL o OD x> N u., N t) ui 0 > a_ O O N