20130816 Ver 1_Emails_20130814

Steenhuis, Joanne
From:
Gene Young [gene_arm @bellsouth.net]
Sent:
Wednesday, August 14, 2013 1:51 PM
To:
'Bailey, David E SAW'; 'Julian Stewart'
Cc:
Steenhuis, Joanne
Subject:
RE: Lot 12 Chadwick Shores, Sneads Ferry, Onslow Co, NC; SAW- 2013 -00535
you state that the
(UNCLASSIFIED)
Dave,
I have forward this to the engineer for his input on the fill slope ratio. At first I understood the foundation was to be
designed such that it acted as a retaining wall, but I believe this may have been a miscommunication. I believe, there will
need to be a little fill outside the foundation, so we will revise the PCN once we get the ratio right.
Not signing it was just a brain goof on my part.. the revised one will be signed... promise.
Thanks for your help
Gene
From: Bailey, David E SAW [mailto: David. E. Bailey2(a)usace.army.mil]
Sent: Monday, August 12, 2013 4:03 PM
To: Gene Young; Julian Stewart
Cc: Steenhuis, Joanne
Subject: Lot 12 Chadwick Shores, Sneads Ferry, Onslow Co, NC; SAW- 2013 -00535 (UNCLASSIFIED)
Classification: UNCLASSIFIED
Caveats: NONE
Gene,
Thanks for your PCN and attached plans for the above referenced project dated 7/23/2013,
received 8/2/2013. I have reviewed the information and offer the following comments to be
addressed before your application can be considered complete:
1)
Section A3 of the PCN: the owner's address and
other contact info is required.
2)
You must sign AND date the PCN;
3)
Thanks for the plan sheet. However, in Section
D1b of the PCN
you state that the
back foundation wall is will act as a retaining
wall; yet the
plan sheet does not
show the foundation wall acting as a retaining
wall. Instead,
a 1:1 slope is shown
which is much too steep for stability purposes.
Please either
revise the PCN or
revise the plans such that they are consistent
and that a stable
slope /wall is
designed.
4)
Similarly, the driveway fill is shown at a 1:1
slope. Please
revise the PCN and
plans such that a stable slope is designed.
Please submit the above information within 30 days of receipt of this Notification or we will
consider your application withdrawn and close the file. If you have any questions please let
me know.
-Dave Bailey
David E. Bailey
Regulatory Specialist
1

US Army Corps of Engineers
CE- SAW -RG -L
69 Darlington Avenue
Wilmington, North Carolina 28403 -1343
Phone: [phone]
Fax: [phone]
Email: David.E.Bailey2(@usace.army.mil <mailto: David .E.Bailey2(@usace.army.mil>
We would appreciate your feedback on how we are performing our duties. Our automated Customer
Service Survey is located at:
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Classification: UNCLASSIFIED
Caveats: NONE
N