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HomeMy WebLinkAbout20140148 Ver 1_More Info Received_20140220Homewood, Sue From: Koser, Michael <MKoser @withersravenel.com> Sent: Thursday, February 20, 2014 11:28 AM To: Homewood, Sue Subject: FW: Basil Holt - Burlington Force Main - Erosion Control Review Attachments: DSCO2727.JPG; SHEETS - FORCE MAIN FM Sheet 5 (2).pdf Sue, Here is what I sent off to Scott this morning in an attempt to finalize our E &S plan for approval. As I mentioned below, I think this is a really viable option so I am hoping that Scott will concur. I am sorry that this is holding you up. Mike- From: Koser, Michael Sent: Thursday, February 20, 2014 8:39 AM To: Holder, Chester; scott.sink @ncdenr.gov Subject: RE: Basil Holt - Burlington Force Main - Erosion Control Review Scott, Sorry for the confusion over the area along US 60 from about Sta. 59 +00 to Sta. 61 +50. 1 made a visit yesterday and feel that there may be a potential for some of the excavated material to get past the silt fence which was Sue Homewood's concern. I think that a pump around during periods of active construction is very viable so we are adding the following note to that plan sheet. If you are in agreement, I will pass this along to Sue and she can finalize her 401. EROSION CONTROL NOTES: 1. PLACE SILT FENCE AND STONE OUTLETS AT TOP OF RIP RAP LINING OR BOTTOM OF FILL SLOPE. ANY SOIL OR DEBRIS THAT FALLS INTO DITCH SHALL BE RECOVERED AND REMOVED IMMEDIATELY. 2. DURING DAILY CONSTRUCTION, CONTRACTOR SHALL BLOCK END OF 54" RCP AND PUMP STREAM FLOW USING RIP RAP LINED DITCH ON SOUTH SIDE OF US 70. REMOVE BLOCKAGE AT END OF EACH WORK DAY. The note 1 is for the construction silt fence and the note 2 is shown applying to the end of pipe on the south side. (see attached PDF) The attached photo shows the 54" pipe with the very minimal "stream" flow that passes through there. This is the flow that will be pumped. The photo is from the south side of the road looking through the pipe to the north side (the construction side). Sincerely, Mike b ° z b z ° IR VALVE ASSEMBLY\ A mN Sz iN "•a � 1 l l 1 1 ° '" _ I I III I I I I I / / /r fig, Ins A 6/ m , — ;11,11 '� - - - - - - -_ /� / / / /." r1llllg�g a/Q v -� / b i i — .._r i y _ 1 f III r I E II III I a l \ 1 v ICI 111 1 11111 �I I� r I i `A' �I I I 1 I 111 I I i�I i I%I�11�1 ii�Il r�fz, J /11 1, Iv iii) I I I I I I 1 I I I m £ m 1 1 o I I 1 r 11 11 11 I I 1 I# I I I I l r \\ _ Ju I /mi' I IIII \I \ °�1I , \ , 3S m -v 09+69d - w aj o 82.5'B NDW BO KIG m + 0 K" /� �T m + u, U a m AI I I Id m z,,r,/ m - o