HomeMy WebLinkAbout20160299_RE Site 62_20151217HI Matt,
I agree, it would help maintain water quality if we can avoid DCIAs and
utilize grass swales. Thanks for the detail.
Dave W.
Dave Wanucha
Division of Water Resources
Transportation Permitting Unit
NC Department of Environmental Quality
336-776-9703 office
336-403-5655 mobile
Dave.Wanucha@ncdenr.gov
NC DEQ Winston Salem Regional Office
450 West Hanes Mill Road, Suite 300
Winston Salem, NC 27105
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third
parties.
From: Lauffer, Matthew S
Sent: Wednesday, December 16, 2015 5:22 PM
To: Wanucha, Dave <dave.wanucha@ncdenr.gov>
Subject: RE: Site 62
Dave,
They talked about moving the outlet to avoid acquisition of additional
temporary drainage easement. By doing this, they would eliminate the
grass swale. I would prefer not having any directly connected
impervious area and maintain the grass swale. I would have brought it
up sooner in the conversation, but did not realize it until we had moved
on. That’s why I wanted to check with you first. If you are in favor
of keeping it, I will let the Design Build Team know. Thanks for your
willingness to work through this project today.
Regards,
Matt
Matthew (Matt) Lauffer, PE, CPM
Assistant State Hydraulics Engineer
Hydraulics Unit
Department of Transportation
919 707 6703 office
919 621 0443 mobile
mslauffer@ncdot.gov <mailto:mslauffer@ncdot.gov>
1590 Mail Service Center
Raleigh, NC 27699-1590
1020 Birch Ridge Dr.
Raleigh, NC 27610
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third
parties.
Facebook <https://www.facebook.com/NCDOT1/> Twitter
<http://ncdot.gov/travel/twitter/> YouTube
<https://www.youtube.com/user/NCDOTcommunications>
From: Wanucha, Dave
Sent: Wednesday, December 16, 2015 12:49 PM
To: Lauffer, Matthew S
Subject: RE: Site 62
The plans are showing a standard grass swale at Site 62. Did I miss
something in the banter? I’ll make note in the draft minutes when they
are sent out.
Dave w.
Dave Wanucha
Division of Water Resources
Transportation Permitting Unit
NC Department of Environmental Quality
336-776-9703 office
336-403-5655 mobile
Dave.Wanucha@ncdenr.gov <mailto:Dave.Wanucha@ncdenr.gov>
NC DEQ Winston Salem Regional Office
450 West Hanes Mill Road, Suite 300
Winston Salem, NC 27105
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third
parties.
From: Lauffer, Matthew S
Sent: Wednesday, December 16, 2015 10:10 AM
To: Wanucha, Dave <dave.wanucha@ncdenr.gov
<mailto:dave.wanucha@ncdenr.gov> >
Subject: RE: Site 62
Directly connected impervious area. Sorry about that.
Sent from my Verizon Wireless 4G LTE smartphone
-------- Original message --------
From: "Wanucha, Dave" <dave.wanucha@ncdenr.gov
<mailto:dave.wanucha@ncdenr.gov> >
Date: 12/16/2015 10:07 AM (GMT-05:00)
To: "Lauffer, Matthew S" <mslauffer@ncdot.gov
<mailto:mslauffer@ncdot.gov> >
Subject: RE: Site 62
DCIA?
Dave Wanucha
Division of Water Resources
Transportation Permitting Unit
NC Department of Environmental Quality
336-776-9703 office
336-403-5655 mobile
Dave.Wanucha@ncdenr.gov <mailto:Dave.Wanucha@ncdenr.gov>
NC DEQ Winston Salem Regional Office
450 West Hanes Mill Road, Suite 300
Winston Salem, NC 27105
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third
parties.
From: Lauffer, Matthew S
Sent: Wednesday, December 16, 2015 9:47 AM
To: Wanucha, Dave <dave.wanucha@ncdenr.gov
<mailto:dave.wanucha@ncdenr.gov> >
Subject: Site 62
Dave do you want the grass swale on site 62 for treatment? We have
DCIA from shoulder berm gutter if we don't keep the swale.
Sent from my Verizon Wireless 4G LTE smartphone
________________________________
Email correspondence to and from this sender is subject to the N.C.
Public Records Law and may be disclosed to third parties.
gov <mailto:dave.wanucha@ncdenr.gov>
>; Williams, Andrew E SAW <Andrew.E.Williams2@usace.army.mil
<mailto:Andrew.E.Williams2@usace.army.mil> >
Subject: R-2536 Burial of Pipes on Jurisdictional Features
Importance: High
Hi Travis,
I wanted to follow-up with you regarding discussions yesterday during
the 4C meeting for Section 2 and burial requirements. There has been
discussions about burial and if it is necessary if aquatic passage is
not viable due to length and slope and the possibility that material
will not stay in the pipe or culvert due to the slope. While there is a
need for additional quantification of this topic, the following are
recommendations for R-2536 only based on existing guidelines and
discussions to date. Please provide comments. Thanks for your
response.
Proposed:
Pipes on JS streams do not need to be buried if either of the following
are true:
1. If the pipe is greater than 250’ in length.
2. If the pipe is on greater than a 3% slope. Velocity in a 36”
pipe on a 3% slope is about 10 fps at 0.5 feet of depth. Depth vs
Velocity of a 36” pipe is shown below.
The plans will say “Pipe not Buried” on the pipe where JS features
enter a pipe with either of the above conditions.
Pipes that are buried will have a sill incorporated into the headwall
to provide stability for the upstream section.
Culverts on JS streams do not need to be buried or backfilled if slope
is greater than 4%
If culverts greater than 4% are buried, then sills are required on both
ends of the culvert.
All other culverts will follow the Hydraulics Unit Guidelines on Sills
and Baffles
<https://connect.ncdot.gov/resources/hydro/Hydraulics%20Memos%20Guidelin
es/01-06-2014%20Guidance%20for%20when%20to%20use%20Sills%20,Baffles%20in
%20Box%20Culverts.pdf>
Examples on R-2536 that came up at the meeting that need your
concurrence include:
Site 43C
54” Pipe over 390 feet would not be buried.
Site 33
54” Pipe over 400 Feet long will not be buried.
Site 35
6X7 RCBC on 4.89% slope will not be backfilled and will have sills if
buried a foot.
Regards,
Matt
Matthew (Matt) Lauffer, PE, CPM
Assistant State Hydraulics Engineer
Hydraulics Unit
Department of Transportation
919 707 6703 office
919 621 0443 mobile
mslauffer@ncdot.gov <mailto:mslauffer@ncdot.gov>
1590 Mail Service Center
Raleigh, NC 27699-1590
1020 Birch Ridge Dr.
Raleigh, NC 27610
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third
parties.
Facebook <https://www.facebook.com/NCDOT1/> Twitter
<http://ncdot.gov/travel/twitter/> YouTube
<https://www.youtube.com/user/NCDOTcommunications>
________________________________
Email correspondence to and from this sender is subject to the N.C.
Public Records Law and may be disclosed to third parties.
/ ' � /
' / �
� S�G
�
/ ' � � �+ 5
/� � �
SPjEI���J FYCH=_ '.
S.EG T91L\ �
'�"l � -- �
-7 � °
,i �� � �.,
n P�
/ 1 / �
��R
i�
/
/ /// / �/�
'� ,�,. �
�
N ? �dF GE WA?ER � � J � / .. �I
�}' " �� B�
� �
1���i
���i
��
�L� RIPRA
E FABJ,
��..'
I
\
�
i
� .
f,ITE 62
(
_/
. - �� / Sv�c�
�i , � � SEE DE
uss n/aiP
� �BENCH�BOI
EST. 5/TON;
I`V � EST.b SY �
-� � �OIR SfBER /
� 1�nniWc �
—32 LI\OP y�UTLE� /