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HomeMy WebLinkAbout20221759 Ver 1_More Info Received_20230130 Homewood, Sue From:Philip May <philm@inverenv.com> Sent:Monday, January 30, 2023 6:46 AM To:Homewood, Sue Cc:Phillips, George L CIV USARMY CESAW (USA) Subject:\[External\] RE: Request for Additional Information for Magnolia Village - Randolph County - DWR#20221759 Attachments:Plan & profile Stream Culvert Revised.pdf Follow Up Flag:Follow up Flag Status:Flagged CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to Report Spam. Sue, Please see the attached exhibit with a sill added to the culvert that will not have the base flow. Let me know if you have any questions or need anything else. Thanks Phil PS I got your voice mail Friday about 30 minutes after we talked. Sorry I called later than you were working…you shouldn’t have answered! Phil May Inver Environmental Consulting, LLC (919) 606-1065 www.inverenv.com From: Homewood, Sue <sue.homewood@ncdenr.gov> Sent: Tuesday, January 17, 2023 8:55 AM To: Philip May <philm@inverenv.com> Cc: Phillips, George L CIV USARMY CESAW (USA) <George.L.Phillips@usace.army.mil> Subject: Request for Additional Information for Magnolia Village - Randolph County - DWR#20221759 Hi Phil, I have reviewed the above noted project and require additional information to complete the review. Please provide a response to the below items within 30 days. Please note that the application will be considered “on hold” until a complete response is received. 1. It appears that both of the culverts are to be buried below the streambed elevation. The stream is reported as approx.. 4 feet wide and the culvert widths as 8’ in total width. Culverts should be designed and installed in such a manner that the original stream profiles are not altered and allow for aquatic life movement during low flows. The dimension, pattern, and profile of the stream above and below a pipe or culvert shall not be modified by widening the stream channel or by reducing the depth of the stream in 1 connection with the construction activity. The width, height, and gradient of a proposed culvert shall be such as to pass the average historical low flow and spring flow without adversely altering flow velocity. If the width of the culvert is wider than the stream channel, the culvert shall include multiple boxes/pipes, baffles, benches and/or sills to maintain the natural width of the stream channel. If multiple culverts/pipes/barrels are used, low flows shall be accommodated in one culvert/pipe and additional culverts/pipes shall be installed such that they receive only flows above bankfull. Thanks, Sue Homewood Division of Water Resources, Winston Salem Regional Office Department of Environmental Quality 336 776 9693 office 336 813 1863 mobile Sue.Homewood@ncdenr.gov 450 W. Hanes Mill Rd, Suite 300 Winston Salem NC 27105 Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties. 2 \\\11111111111 cio WOJ'IIVWD®DNJNJ39Sf :11yw3 88£ 1.-d 'ON 3SN3JI1 LO8fr-OZ17 (9££) :Hd tPSZLZ JN `3l1IAa13N213Ni 3AR1a 1S3A21VH NWfllflb LESS 0�1d `0NIH33NIJN3 >1038 '8 'r 94DO anssVuo!sinay Jl1NflOO Hd1OGNV2I ON `31VOH01V 122b1S 3NIVIJ 3OV11IA VI1ONOew nonil0 lAltra 1S - 31IdOeld '8 NV1d 0.1 0 oo 0 N w W — \1N W ARCHDAL.E ROD =— NCSR 1577 60' RIW 387.6' 'Vl,7. 0 8 �PVC.SOR 26 SEVyER PROP b 5 WpTER W WPROP• 6•' PVC C-900 vv N41"0028'' W 161106 41°26'45"E • N Z on J W „ I CC O on N Ou .O N J N VI ce $a r.1 w 17 On u_ race a. w ai4Zw O O J djmoZz Z 0a Pa.n N n a o w = to K It P 0 W 68 I co : ti W so' T I �m N N m n 0 UTILITY LEGEND YARD INLET CATCH BASIN cel—w00u-10 coZ O Z 0 ceO w - 0 J 0 473 o La= H w a— l7 ua y > 0 0 Z Z O. w - L OOI- Na.KO UUd'y-OULL d03 uo u STORM LINE O n WATER LINE Ct O v_ J z� � w w J J Ca U p d- Z0 _ w 1— Z 0 w ariz 0 FIRE HYDRANT GATE VALVE w W 1- WATER METER N SEWER LINE SEWER MANHOLE SEWER CLEANOUT O CD O 0 N S O O O 0 co J a