HomeMy WebLinkAbout20171415 Ver 1_Email_20171128Strickland, Bev
From: Carissa Parker <carissa@bennickgrading.com>
Sent: Wednesday, November 22, 2017 4:10 PM
To: Annino, Amy M
Subject: Re: [External] Re: DWR #2017-1415 - Marcia Reamer application
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Yes
Thanks
On Wed, Nov 22, 2017 at 2:19 PM Annino, Amy M <amy.annino@ncdenr.gov> wrote:
Ok. Will that be 3' above and 3' below?
Amy Annino
Environmental Specialist —Asheville Regional Office
Water Quality Regional Operations Section
NCDEQ — Division of Water Resources
828 296 4656 office
g.ML.aiiiiiiiiiiopiiicdeiiiir.gov
2090 U.S. Hwy. 70
Swannanoa, N.C. 28711
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From: Carissa Parker[mailto:carissa@bennickgrading.com]
Sent: Wednesday, November 22, 2017 2:17 PM
To: Annino, Amy M <amy.annino@ncdenr.gov>
Subject: [External] Re: DWR #2017-1415 - Marcia Reamer application
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Let's go with 6
I think my estimator is giving me the bank height in the place he should be giving me rock height... it may only be 5 but
can we use 6 to be safe
On Wed, Nov 22, 2017 at 2:14 PM Annino, Amy M <amy.annino@ncdenr.gov> wrote:
Carissa,
Can you clarify the height of rip rap proposed for the Marcia Reamer shoreline stabilization application? On page 2,
question 8 describes 6' of rip rap but 5' of rip rap is described in 2 other locations of the application. Thank you,
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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Carissa
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