20130030 Ver 1_Triage Comments_20130124

Triage Comment Sheet
DWQ# a0,2>0036
Triand By:
Reviewer 1
Reviewer 2 "rJ4 M ue 1 ier
Reviewer 3 Larry Eat°"
Issue Project
❑ Reviewer 1
Issue with Conditions
2r Reviewer 1
Date: 2Z 3
Date: d /aa 11
Date: 1/2q /13
❑ Reviewer 2
P(la.livr» 4/FyL.., Sz>
WReviewer?
— Anne #r
Reviewer 3
fte c"W' xWff AAA,4r
Mn bni%e Alq4rm ?jaru A' t, ee,4 jelfo Ae SfTGUM �a5 ih GC can
❑ Reviewer 3
More Information
❑ Reviewer 1 ❑ Reviewer 2 ❑ Reviewer 3
Return Aanlicadon
❑ Reviewer 1 ❑ Reviewer 2 ❑ Reviewer 3
PLEASE PRINT CLEARLY
jy)
--- w,-- n—, Fnr WPTIAflAC f Archd9IPI1Tr1 ➢OP Qn} c%TrIYOP leceip RhPPI 7017 dne

Lucas, Annette
From:
Lucas, Annette
Sent:
Sunday, January 27, 2013 2:01 PM
To:
Higgins, Karen
Cc:
Lucas, Annette
Subject:
13 -0030 Bass Lake Outfall Greenway
Attachments:
13 -0030 Bass Lake Outfall Greenway.docx
Karen,
I don't think they have done a good job right now addressing diffuse flow. Please see the attached hold bullet.
A
Annette M. Lucas, PE
Environmental Engineer
NCDENR I DWQ I Wetlands and Stormwater Branch
1650 Mail Service Center, Raleigh, NC 27699 -1650 (Mail)
512 N. Salisbury St, Raleigh, NC 27604 1 9th Floor (Location & Parcels)
Phone: [phone] Fax: [phone] Email: Annette. Lucas[�,ncdenr.eov
Website: http: / /l)ortal.ncdenr.org, /web /mM/sgM /ws /401
A Before printing this email, please consider your budget and the environment.
E -mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to
third parties.

13 -0030 Bass Lake Outfall Greenway
AML comments
January 27, 2013
1. Please provide full -size plan sheets showing the entire greenway project with its storm drainage
system, including every conveyance swale and outlet. Per the Neuse Buffer Rule (15A NCAC
2B .0233), stormwater may be discharged into an existing drainage ditch provided that the
additional flow does not erode the ditch or it may be allowed to sheet flow off the trail without
the use of a conveyance swale. Any new discrete stormwater discharge that is not directed into
an existing drainage ditch must meet diffuse flow requirements per Chapter 8 of the BMP
Manual.