20080911 Ver 1_Emails_20080530

FW: DA Number: SAW-2008-01533 (Bailey's Landing sid Phase 3)
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Subject: FW: DA Number: SA W-2008-01533 (Bailey's Landing sid Phase 3)
From: "Shern, James F SAW" <[e-mail]>
Date: Fri, 30 May 2008 13:57:37 -0400
To: <[e-mail]>

fyi

From: Shern, James F SAW
Sent: Friday, May 30,2008 1:56 PM
To: 'Brandon Mclamb'
Subject: RE: DA Number: SAW-2008-01533 (Bailey's Landing sid Phase 3)

You can send the peN, Give a description of the twice as long dissipater pads. Include the info listed below,
Your project may be eligible for NWP 29, Discuss feasibility of access from the west to avoid driveway crossing,

From: Brandon McLamb [mailto:[e-mail]]
Sent: Monday, May 19, 20083:05 PM
To: Shern, James F SAW; Brandon McLamb
Subject: Re: DA Number: SAW-2008-01533 (Bailey's Landing sid Phase 3)

Let's try this again...

On Mon, May 19,2008 at 2:51 PM, Shern, James F SAW <James.F.Sherncmsaw02.usace.army.mil>
wrote:

Attachment missing,

From: Brandon Mclamb [mailto:[e-mail]]
Sent: Wednesday, May 14, 2008 11:12 AM

To: Shern, James F SAW
Subject: DA Number: SAW-2008-01533 (Bailey's Landing sid Phase 3)

James,

I have attached a zipped folder that includes .pdfversions of things that should be helpful with this
project. The overall sheet shows Bailey's Landing Phase 3 and 4. The top of bank is labeled on that
sheet as well. Roadway sheets for both of the crossings are also shown, as well as a break down of the
wetland impacts that will also be turned into DWQ. The dissipator impacts were reduced as much as
possible and are designed for "inlet protection" instead of "scour prevention" which is twice as long.
The dissipators are large in one part because of the huge drainage area and also because of the large
pipes being placed for the two crossings. I will send you a letter from the owner that I am authorized
to obtain fill permits on the property as soon as I recieve it. Please let me know if you need anything

I of5

~
6/] 6/2008 I, 0/

FW: DA Number: SAW-2008-01533 (Bailey's Landing sid Phase 3)

further.

Thanks,

Brandon

On Fri, May 9, 2008 at 6:17 PM, Shern, James F SAW <James.F.Shem(a}saw02.usace.army.mil>
wrote:

I have attached a list of info that we need to issue fill permits. I'll need a letter from the owners that
you are authorized to obtain fill permits on the property. Send a scan of the existing property
boundary with the extent of jurisdictional features (wetland lines and top of bank) on the property.
Add a graphic scale to the maps.

Your project purpose is to access high ground portions of the property to build a residential
subdivision, So I can't issue a NWP permit without showing the proposed lots on the south end of
the RKL property. Alternatively, if you took off the road crossing then the plan could be considered
complete; just showing the 6 lots and driveway crossing.

The total stream impact cannot exceed 300ft (1/2 acre for wetlands) in total under a NWP. Before
submitting an application, locate and mark the exact start and end points for the stream impacts
in the field, including the rip rap, if proposed at the ends of the culverts. Pull a tape down the
centerline of the creek if you have to, in order to confirm impact length.

The amount of dissipater pad impacts may need to be reduced to satisfy minimization. It is a lot
longer than I am used to seeing per DOT standards. Send the expected impact numbers.
Cross-sections at the ends of the culverts to show channel inverts and proposed pipe sizes and
headwall heights are helpful document minimization. Above-grade fills within the FEMA 1 DO-year
floodplain are restricted by NWP 29 so clarifying the 2 100 year floodplain lines and providing
average stream flow cfs at the crossing will help, Floodplain fills must be in compliance with local
and FEMA floodplain regs.

Once avoidance and minimization are met, unavoidable impacts will need a compensatory mitigation
proposal reflecting a 2:1 ratio, You project info is filed, Please refer to the project number, included
in the subject line, in all future correspondence,

Jamie Shern

Regulatory Specialist

'i

6116/2008 10:23 AM

FW: DA ~umber: SAW-2008-01533 (Bailey's Landing sid Phase 3)

US Army Corps of Engineers

From: Brandon McLamb [mailto:[e-mail]]
Sent: Friday, May 09,2008 10:20 AM
To: Shern, James F SAW
Subject: Re: New Site - Tryon Road - Raleigh

James,

I believe I sent the .pdfto you on the same day after talking with Mike (he said you probably couldn't
open a .dwg). I have sent it again with this email. Since the first email i have broken the sites down
into zones and have some numbers concerning the disturbance if you would like for me to bring that
by. Let me know if there is anything I can do to speed this process along.

Thanks,

Brandon

On Thu, May 8, 2008 at 4:57 PM, Shern, James F SAW <James.F.Shern(Cl}saw02.usace.army.mil>
wrote:

Please convert to pdf and resend.

From: Brandon McLamb [mailto:[e-mail]]
Sent: Monday, May 05,20088:41 AM
To: Shern, James F SAW
Subject: New Site - Tryon Road - Raleigh

James,

Attached is a .dwg of the site plan for Bailey's Landing Phase 3 that Mike Stewart emailed you about.
If you can't open a .dwg and need it converted to a pdfI can do that as well.

Thanks,

3 of 5.

6/16/2008 10:23 AM

FW: DA Number: SA W-2008-01533 (Bailey's Landing sid Phase 3)

Brandon McLamb, E.!.
Stewart -Proctor Engineering
(ph) 919-779-1855
(fax) 919-779-1661

James,

We have a new development south of Tryon Road, We have to cross Steep Hill Creek to do the
development. We just had a pre-submittal meeting with DWQ, Our plan is to do the express review with them.
During the meeting they said we needed to meet with you and get started on the 404 permit now because their
express review takes 30 days and we would need our 404 before then, Could you em ail me a time when we
could sit down with you and the plan so we could review and therefore make a good first submittal.

Thanks,

Michael L. Stewart, p, E.
STEWART-PROCTOR, PLLC
319 Chapanoke Road Suite 106
Raleigh, NC 27603
tel: [phone] fax [phone]
[e-mail]

Brandon McLamb, E.!.
Stewart-Proctor Engineering
(ph) 919-779-1855
(fax) 919-779-1661

Brandon McLamb, E.!.
Stewart -Proctor Engineering
(ph) 919-779-1855
(fax) 919-779-1661

40f5

6/16/2008 10:23 AM

FW: DA ~umber: SAW-2008-01533 (Bailey's Landing sid Phase 3)

Brandon McLamb, E.!.
Stewart -Proctor Engineering
(ph) 919-779-1855
(fax) 919-779-1661

50f5

6/16/2008 10:23 AM

F\y: DA, Number: SA W-2008-0 1533 (Bailey's Landing sid Phase 3)

Subject: FW: DA Number: SAW-2008-01533 (Bailey's Landing sid Phase 3)
From: "Shern, James F SAW" <[e-mail]>
Date: Fri, 30 May 2008 13:56:52 -0400
To: <[e-mail]>

There plan still seems to have longer than usual outlet protection at the culverts, Also there buffers appear to
be drawn from the centerline rather than top of bank, Their stated impacts are 279 If of steam and 0,31 acres of
wi impact for this phase, I will be requiring 2:1 mitigation under NWP 29,

From: Brandon McLamb [mailto:[e-mail]]
Sent: Monday, May 19, 20083:05 PM
To: Shern, James F SAW; Brandon Mclamb
Subject: Re: DA Number: SAW-2008-01533 (Bailey's Landing sid Phase 3)

Let's try this again...

On Mon, May 19,2008 at 2:51 PM, Shern, James F SAW <James.F.Shern(a}saw02.usace.army.mil>
wrote:

Attachment missing,

From: Brandon McLamb [mailto:[e-mail]]
Sent: Wednesday, May 14, 2008 11:12 AM

To: Shern, James F SAW
Subject: DA Number: SAW-2008-01533 (Bailey's Landing sid Phase 3)

James,

I have attached a zipped folder that includes .pdfversions of things that should be helpful with this
project. The overall sheet shows Bailey's Landing Phase 3 and 4. The top of bank is labeled on that
sheet as well. Roadway sheets for both of the crossings are also shown, as well as a break down of the
wetland impacts that will also be turned into DWQ. The dissipator impacts were reduc~d as much as
possible and are designed for "inlet protection" instead of "scour prevention" which is twice as long.
The dissipators are large in one part because of the huge drainage area and also because of the large
pipes being placed for the two crossings. I will send you a letter from the owner that I am authorized
to obtain fill permits on the property as soon as I re.cieve it. Please let me know if you need anything
further.

Thanks,

I of5

6/16/2008 10:23 AM

FW: DA Number: SAW-2008-01533 (Bailey's Landing sid Phase 3)

Brandon

On Fri, May 9, 2008 at 6:17 PM, Shern, James F SAW <James.F.Sherncmsaw02.usace.army.mil>
wrote:

I have attached a list of info that we need to issue fill permits. I'll need a letter from the owners that
you are authorized to obtain fill permits on the property. Send a scan of the existing property
boundary with the extent of jurisdictional features (wetland lines and top of bank) on the property,
Add a graphic scale to the maps.

Your project purpose is to access high ground portions of the property to build a residential
subdivision, So I can't issue a NWP permit without showing the proposed lots on the south end of
the RKL property. Alternatively, if you took off the road crossing then the plan could be considered
complete; just showing the 6 lots and driveway crossing,

The total stream impact cannot exceed 300ft (1/2 acre for wetlands) in total under a NWP. Before
submitting an application, locate and mark the exact start and end points for the stream impacts
in the field, including the rip rap, if proposed at the ends of the culverts. Pull a tape down the
centerline of the creek if you have to, in order to confirm impact length,

The amount of dissipater pad impacts may need to be reduced to satisfy minimization. It is a lot
longer than I am used to seeing per DOT standards. Send the expected impact numbers,
Cross-sections at the ends of the culverts to show channel inverts and proposed pipe sizes and
headwall heights are helpful document minimization. Above-grade fills within the FEMA 1 DO-year
floodplain are restricted by NWP 29 so clarifying the 2 100 year floodplain lines and providing
average stream flow cfs at the crossing will help. Floodplain fills must be in compliance with local
and FEMA floodplain regs.

Once avoidance and minimization are met, unavoidable impacts will need a compensatory mitigation
proposal reflecting a 2:1 ratio. You project info is filed. Please refer to the project number, included
in the subject line, in all future correspondence.

Jamie Shern

Regulatory Specialist

US Army Corps of Engineers

From: Brandon McLamb [mailto:[e-mail]]
Sent: Friday, May 09,2008 10:20 AM
To: Shern, James F SAW
Subject: Re: New Site - Tryon Road - Raleigh

20f5

6/16/2008 10:23 AM

FW,: DA Number: SA W-2008-01533 (Bailey's Landing sid Phase 3)

James,

I believe I sent the .pdfto you on the same day after talking with Mike (he said you probably couldn't
open a .dwg). I have sent it again with this email. Since the first email i have broken the sites down
into zones and have some numbers concerning the disturbance if you would like for me to bring that
by. Let me know if there is anything I can do to speed this process along.

Thanks,

Brandon

On Thu, May 8, 2008 at 4:57 PM, Shern, James F SAW <James.F.Shern(a?saw02.usace.army.mil>
wrote:

Please convert to pdf and resend,

From: Brandon McLamb [mailto:[e-mail]]
Sent: Monday, May 05,20088:41 AM
To: Shern, James F SAW
Subject: New Site - Tryon Road - Raleigh

James,

Attached is a .dwg of the site plan for Bailey's Landing Phase 3 that Mike Stewart emailed you about.
If you can't open a .dwg and need it converted to a pdf I can do that as well.

Thanks,

Brandon McLamb, E.!.
Stewart-Proctor Engineering
(ph) 919-779-1855
(fax) 919-779-1661

30f5

611 6/2008 10:23 AM

FW: DA Number: SAW-2008-01533 (Bailey's Landing sid Phase 3)

. . ,

James,

We have a new development south of Tryon Road. We have to cross Steep Hill Creek to do the
development. We just had a pre-submittal meeting with DWQ, Our plan is to do the express review with them,
During the meeting they said we needed to meet with you and get started on the 404 permit now because their
express review takes 30 days and we would need our 404 before then, Could you email me a time when we
could sit down with you and the plan so we could review and therefore make a good first submittal.

Thanks,

Michael L. Stewart, P.E.
STEWART.PROCTOR, PLLC
319 Chapanoke Road Suite 106
Raleigh, NC 27603
tel: [phone] fax [phone]
[e-mail]

Brandon McLamb, E.!.
Stewart-Proctor Engineering
(ph) 919-779-1855
(fax) 919-779-1661

Brandon McLamb, E.!.
Stewart-Proctor Engineering
(Ph) 919-779-1855
(fax) 919-779-1661

Brandon McLamb, E.!.
Stewart - Proctor Engineering
(ph) 919-779-1855
(fax) 919-779-1661

WARNING: Your email contained a unacceptable attachment and has been renamed
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http://www.ncmail.net/MIMEDefangInformation.htm

40f5

6/16/2008 10:23 AM

FW: DA Number: SAW-2008-01533 (Bailey's Landing sid Phase 3)
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