20060638 Ver 7_More Info Received_20170619

Strickland, Bev
From:
Witherspoon, Josh <[e-mail]>
Sent:
Monday, June 19, 2017 9:15 AM
To:
Harmon, Richard G; Scarbraugh, Anthony; Cahoon, Steve
Cc:
[e-mail]
Subject:
RE: HF Lee Seep Collection and Conveyance System DWR 06-0638 V7
Attachments:
Seepage Collection PCN Revised Page 4_6-19-17.pdf
Anthony — Attached is the updated Page 4 from the PCN. Please replace page 4 that Dicky sent on Friday with this
version. Please let me know if you have any questions. Thanks.
Josh Witherspoon, LSS, PWS
Senior 2 Ecologist, Environment and Infrastructure Americas, Amec Foster Wheeler
4021 Stirrup Creek Drive, Suite 100, Durham, NC 27703
T (919)-381-9900 D (919)-381-1402 M (919)-219-9549 VOIP #748-1402
0osh.witherspoon .amecfw.com amecfw.com
From: Harmon, Richard G
Sent: Friday, June 16, 2017 11:40 AM
To: Scarbraugh, Anthony<[e-mail]>; Cahoon, Steve <[e-mail]>
Cc: [e-mail]; Witherspoon, Josh <[e-mail]>
Subject: RE: HF Lee Seep Collection and Conveyance System DWR 06-0638 V7
Mr. Scarbraugh,
Per our discussion earlier today (June 16), the table of wetland impacts (C.2) and text (C.2.h)on page 4 of the PCN
application has been updated and is attached. Please replace page 4 of the PCN package sent to you from Mr. Josh
Witherspoon with the attached page 4.
If you have questions, please contact me.
Regards,
Richard G. "Dicky" Harmon, PWS
Associate Scientist
Environmental & Infrastructure
Amec Foster Wheeler
4021 Stirrup Creek Drive, Suite 100
Durham, NC 27703
O: 919-381-1366
M: 919-801-8990
Richard. harmon caamecfw.com
Amecfw.com
From: Scarbraugh, Anthony[mailto:[e-mail]]
Sent: Friday, June 16, 2017 10:04 AM
To: Cahoon, Steve <[e-mail]>

Cc: Harmon, Richard G <[e-mail]>; [e-mail]
Subject: HF Lee Seep Collection and Conveyance System DWR 06-0638 V7
Mr. Cahoon,
Per a discussion with Mr. Richard Harmon of AMEC (Duke Energy Progress, LLC environmental consultant), the project
has been redesigned so that the proposed wetlands impacts will be above grade fill. I requested that Mr. Harmon make
the amendments to PCN application on page 4 of 10 to reflect the impact as a fill and not an excavation of headwater
wetlands and to change the narrative under the comments section 2h to accurately reflect the changes. If you have any
questions, please feel free to contact me.
Regards,
Anthony Scarbraugh
Environmental Senior Specialist
Division of Water Resources — Water Quality Regional Operations
Department of Environmental Quality
252 948 3924 office
anthony.scarbraugha-ncdenr.gov
943 Washington Square Mall
Washington, NC 27889
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C. Proposed Impacts Inventory
1. Impacts Summary
1a. Which sections were completed below for your project (check all that apply):
❑ Wetlands ❑ Streams — tributaries ❑ Buffers ❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
Wetland impact
number
Permanent (P) or
Temporary T
2b.
Type of impact
2c.
Type of wetland
2d.
Forested
2e.
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2f.
Area of
impact
(acres)
W1 P
Fill
Headwater Wetland
No
Corps
0.13
W2 T
Fill
Headwater Wetland
No
Corps
0.14
W3
Choose one
Choose one
Yes/No
W4
Choose one
Choose one
Yes/No
W5
Choose one
Choose one
Yes/No
W6
Choose one
Choose one
Yes/No
2g. Total Wetland Impacts:
0.270
2h. Comments:
The diversion berm construction will result in 0.13 acre of permanent impacts to wetlands and 0.14 acre of temporary impacts to wetlands for
construction of an access path.
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
Stream impact
number
Permanent (P) or
Temporary (T)
3b.
Type of impact
3c.
Stream name
3d.
Perennial (PER) or
intermittent (INT)?
3e.
Type of
jurisdiction
3f.
Average
stream
width
(feet)
3g.
Impact
length
(linear
feet)
S1 P
Fill
INT
Corps
3
30
S2
Choose one
-
S3
Choose one
S4
Choose one
S5
Choose one
-
S6
Choose one
3h. Total stream and tributary impacts
30
3i. Comments:
The proposed placment of the concrete sump box within the stream channel will result in 30 linear feet of permanent stream impact.
Page 4 of 10
PCN Form — Version 1.4 January 2009
Revised: 06/16/2017 Per NCDEQ