20180159 Ver 1_More Info Received_20180312

Strickland, Bev
From: Marshall Matthews <[e-mail]>
Sent: Monday, March 12, 2018 8:36 PM
To: Annino, Amy M
Subject: Re: [External] RE: DWR 18-0159 Shoreline Stabilization Application
• External email. Do not click links or open attachments unless verified. Send all suspicious email as an attachment to
am.
Amy, as stated on the drawing, it will be 2'x 142'
Sent from my iPad
On Mar 9, 2018, at 10:24 AM, Annino, Amy M <[e-mail]> wrote:
Marshall,
Thank you for your clarification of rip rap to be applied above the full pond level. Please clarify the
amount of rip rap to be applied below the full pond level (ex. 5' x 142').
Thanks,
Amy Annino
Environmental Specialist —Asheville Regional Office
Water Quality Regional Operations Section
NCDEQ — Division of Water Resources
828 296 4656 office
amy.anninoa-ncdenr.gov
2090 U.S. Hwy. 70
Swannanoa, N.C. 28711
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From: Marshall Matthews[mai Ito: [e-mail]]
Sent: Tuesday, March 06, 2018 7:36 PM
To: Annino, Amy M <[e-mail]>
Subject: Re: [External] RE: DWR 18-0159 Shoreline Stabilization Application
External email. Do not click links or open attachments unless verified. Send all suspicious email as an
attachment to Report Spam.
Amy, if the slope is to be 2:1 then the bank above full pond would get rip rap 6' x 142'. 1 was not giving
the depth of the stone, just the surface of the bank to accept rip rap. Hope this answers your question!
1

Thanks Marshall
Sent from my iPad
On Mar 6, 2018, at 12:23 PM, Annino, Amy M <[e-mail]> wrote:
Marshall,
To clarify, the measurements I need are for rip rap applied to the shoreline above and
below the full pond level (not the thickness of rip rap applied).
In your email below, it appears that your intention is to lay 10' rip rap on the bank above
the full pond level and 2' of rip rap on the bank below the full pond level? Please let me
know if this is what you are proposing.
DWR requires that banks sloped must be at least a 2:1 slope.
Thanks,
Amy Annino
Environmental Specialist — Asheville Regional Office
Water Quality Regional Operations Section
NCDEQ — Division of Water Resources
828 296 4656 office
amy.annino(o)ncdenr.gov
2090 U.S. Hwy. 70
Swannanoa, N.C. 28711
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Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties
From: Marshall Matthews[mailto:[e-mail]]
Sent: Monday, February 12, 2018 8:36 PM
To: Annino, Amy M <[e-mail]>
Subject: [External] RE: DWR 18-0159 Shoreline Stabilization Application
External email. Do not click links or open attachments unless verified. Send all
suspicious email as an attachment to Report Spa
Amy, to answer your questions below, yes 18" is shown on drawing
but I figured the rock would bed itself 6" into the soil below, so it
would be 18" X 142' which is 213 sq. ft.
So the 1420 was the slope of the bank which was to accept rip rap
which the dimensions are 10' x 142' and this is the length of the
slope.
The 2840 was for the construction access corridor which I figured
would be 20' X 142'. 1 was going to try to not remove any trees or
vegetation unless needed for machinery. There may be one or two
2

pine trees in the 11 to 12" caliper that have to be removed. Currently
the vegetation is pine trees with a few hardwoods and
rhododendron.
Yes I am planning on slopping the embankment to accept the rip
rap, it is currently washed underneath as shown in pictures.
Let me know if you have any further questions. Also feel free to call
me, my number is below.
Thanks Marshall
828-808-0464
From: Annino, Amy M[mailto:amy.anninoCa)ncdenr.gov]
Sent: Monday, February 12, 2018 4:55 PM
To: mrmbuilders123Ccbgmail.com
Subject: RE: DWR 18-0159 Shoreline Stabilization Application
Mr. Matthews,
Please also provide your signature to the Agent Authorization Form. The property
owner, Dionna Long, has signed this but your signature (as the agent) is also needed at
the bottom of the page.
Let me know if you need a copy of the agent authorization form that you submitted to
DWR — I can email you a scanned copy.
Amy Annino
Environmental Specialist — Asheville Regional Office
Water Quality Regional Operations Section
NCDEQ — Division of Water Resources
828 296 4656 office
amy.annino(a)ncdenr.gov
2090 U.S. Hwy. 70
Swannanoa, N.C. 28711
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Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties
From: Annino, Amy M
Sent: Monday, February 12, 2018 4:50 PM
To:'[e-mail]' <[e-mail]>
Subject: DWR 18-0159 Shoreline Stabilization Application
Mr. Matthews,
3

I received your shoreline stabilization application for 131 Clear Sail Way in Nebo, NC and
I have a few questions. Please clarify the following proposed impacts listed in your
application:
• Please provide the dimensions for impacts below the normal pool level
0 284 sq ft listed on page 2 (2'x142'), but 18" shown on drawing for 213
sgft(1.5'x142')
• Please provide the dimensions for impacts above the normal pool level
0 1420 sq ft listed listed on page 2
0 2840 sq ft listed listed on page 2
• Are you proposing to build a construction access corridor? If so, please provide
the dimensions (ex. 12' x 50') and square feet of the corridor. Include
information on vegetation that will be removed to build the temporary
construction corridor.
• Are you proposing to re -grade the shoreline to a gentler slope? If so, please
provide information about this.
Amy Annino
Environmental Specialist —Asheville Regional Office
Water Quality Regional Operations Section
NCDEQ — Division of Water Resources
828 296 4656 office
amy.anninoa-ncdenr.gov
2090 U.S. Hwy. 70
Swannanoa, N.C. 28711
<image001.png>
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties