HomeMy WebLinkAbout20061042 Ver 3_Staff Comments_20111228Lucas, Annette
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Lucas Annette
Wednesday December 28 2011 12 34 PM
Witherspoon Lauren
Lucas Annette �
06 1042v3 Ashton Hall SD
06 1042v3 Ashton Hall SD docx
Annette M Lucas PE
Envu�onmental Engineer
NCDENR � DWQ � Wetlands and Stormwater Branch
1650 Mail Service Center Raleigh NC 27699 1650 (Mail)
512 1V Salisbury St Raleigh NC 27604 � 9�h Floor (I.ocahon & Parcels)
Phone (919) 807 6381 � Fax (919) 807 6494 � Email Annette Lucas�ncdenr �
Website http //portal ncdenr org/web/wq/swp/ws/401
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06 1042v3 Ashton Hall SD
AML comments
December 28 2011
For LS VFS #7 the Supplement Form states that the peak flow during the design storm is 40 55
cfs while the peak flow from the 10 year storm is 29 45 cfs There appears to be an error
Please provide the correct value for the peak flow from the design storm so that the DWQ can
review your proposed level spreader design
2 For BMP #8 please provide an explanation as to why a diffuse flow device has not been
provided at the outlet
3 For LS VFS #10 the Supplement Form states that the peak flow durmg the design storm is 58 15
cfs while the peak flow from the 10 year storm is 2515 cfs There appears to be an error
Please provide the correct value for the peak flow from the design storm so that the DWQ can
review your proposed level spreader design
4 For LS VFS #11 the Supplement Form states that the peak flow durmg the design storm is 64 58
cfs while the peak flow from the 10 year storm is 42 27 cfs There appears to be an error
Please provide the correct value for the peak flow from the design storm so that the DWQ can
review your proposed level spreader design