20150438 Ver 1_More Info Requested_20150507

Price, Zan (George)
From: Price, Zan (George)
Sent: Thursday, May 07, 2015 4:48 PM
To: 'Carson, Hunter'
Cc: Alexander, Tasha L SAW
Subject: RE: After the Fact - 5 copies?
Please submit the following to me (electronic copy is fine):
1. Updated PCN impact table to include the length of stream impacted by the rip rap bank stabilization.
2. Typical detail that was used to install riprap on the streambank in this area.
Thank you for your quick response. Feel free to submit this when you return from paternity leave if necessary.
Zan Price, P.E.
NCDENR - Division of Water Resources
Water Quality Regional Operations Section
Asheville Regional Office
2090 U.S. Hwy. 70
Swannanoa, N.C. 28778
ph.: 828 - 296 -4500
fax: 828 - 299 -7043
email: zan.price @ncdenr.gov
website: www.ncwatergualitV.org
Notice: Per Executive Order No. 150, all emails sent to and from this account are subject to the North Carolina Public Records Law
and may be disclosed to third parties.
From: Carson, Hunter [mailto:HCarson @msdbc.org]
Sent: Thursday, May 07, 2015 4:39 PM
To: Price, Zan (George)
Cc: Alexander, Tasha L SAW
Subject: RE: After the Fact - 5 copies?
Za n,
The area in the photo was actually not submitted as a stream impact because there was no crossing that took
place. However, it is apparent that the creek bank has been permanently impacted due to rip -rap installation. Rip -rap
was not shown on the construction drawings, nor intended (as shown in the attachment); however, our inspector felt it
was necessary in order to stabilize the bank following installation of the new sewer line. This section of pipe was
replaced in the existing trench, which is located immediately adjacent to the creek.
FYI, the rip -rap on the left side of the photo gives the appearance that a stream crossing was made; however, this was
existing material as confirmed by our preconstruction video. We did have to tie the existing 8" DIP line (from Riverside
Business Park) back into MH #4, but this was all completed on the south side of the creek (i.e. 2' outside of the
MH). Please let me know if you need additional information, and how you wish to proceed.
Thanks,
W. Hunter Carson, P.E.
Project Manager, CIP Division
Metropolitan Sewerage District of Buncombe County, NC

2028 Riverside Drive
Asheville, NC 28804
Phone: [phone]
hcarson @msdbc.org
From: Price, Zan (George) [mailto: Zan. PriceCd)ncdenr.gov]
Sent: Thursday, May 07, 2015 9:49 AM
To: Carson, Hunter
Cc: Alexander, Tasha L SAW
Subject: RE: After the Fact - 5 copies?
Thank you Hunter.
Which stream impact # from your application is shown in the attached picture? The impact length appears greater than
anything listed in your stream impact table.
Regards,
Zan Price, P.E.
NCDENR - Division of Water Resources
Water Quality Regional Operations Section
Asheville Regional Office
2090 U.S. Hwy. 70
Swannanoa, N.C. 28778
ph.: 828 - 296 -4500
fax: 828 - 299 -7043
email: zan.price @ncdenr.gov
website: www.ncwaterguality.org
Notice: Per Executive Order No. 150, all emails sent to and from this account are subject to the North Carolina Public Records Law
and may be disclosed to third parties.
From: Carson, Hunter [mailto:HCarson @msdbc.org]
Sent: Friday, May 01, 2015 11:14 AM
To: Price, Zan (George)
Subject: RE: After the Fact - 5 copies?
Zan,
Attached are scanned copies of the submittal and stream impact drawings that will be sent to Raleigh today for the
"after- the - fact" 401 Water Quality Certification. Stream Impact S -5 has been changed from rip -rap to coir matting per
our discussion. The submittal also includes a check in the amount of $240 for the application fee.
Let me know if you need additional information.
Thanks,
W. Hunter Carson, P.E.
Project Manager, CIP Division
Metropolitan Sewerage District of Buncombe County, NC
2028 Riverside Drive