20180322 Ver 1_More Info Received_20180418

Iecd :
C. Proposed .Impacts Inventory
1. Impacts Summary
1 a. 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. 2b. 2c. 2d.
2e. 2f.
Wetland impact
Type of jurisdiction
number — Type of impact Type of wetland Forested
(Corps - 404, 10 Area of impact
Permanent (P) or (if known)
DWQ — non -404, other) (acres)
Temporary T
W1 E] P ®T
Construction
Access
Bottomland
Hardwood Forest'
® Yes
❑ No 1
® Corps
® DWQ
0.001
W2❑P❑T❑No
❑ Yes'
❑ Corps
El DWQ
El Yes!
❑ Corps
W3 ❑ P ❑ T
!❑ No 1 ;,
❑ DWQ
❑ Yes; ,; ElCorps
W4 E] P F] T ❑ No El DWQ
2g. Total wetland impacts
0.001
2h. Comments:
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.
3b.
3c.
13d.
3e.
3f.
3g•
Stream impact
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number -
(PER)
(Corps - 404, 10
stream
length
Permanent (P) or
,or
intermittent
DWQ — non -404,
width
(linear
feet)
Temporary (T)
(INT)?
other)
(feet)
Stream
enhancement/
®PER
® Corps
20
299
S1 ®P ❑ T
stabilization (bank
Lick Creek
El INT
®DWC2
grading,- in -stream
structures)
Stream
enhancement/
!®PER
® Corps
20
749
S2 ®P ❑ T
stabilization (bank
Lick Creek
E] NT
® DWQ
grading, in -stream
structures)
Stream
enhancement/
® PER
® Corps
20
64
S3 ®P ❑ T
stabilization (bank
Lick Creek
❑ INT
® DWQ
grading & geolift
installation)
3h. Total stream and tributary impacts
1,112
3i. Comments:
Page 5 of 12
PCN Form —Version 1.3 December 10, 2008 Version

Goss, Stephanie
From: Ian Eckardt <[e-mail]>
Sent: Tuesday, April 17, 2018 9:59 AM
To: Williams, Andrew E CIV USARMY CESAW (US)
Cc: Goss, Stephanie
Subject: [External] RE: Corps of EngineersSAW-2018-00623 (Disaster Recovery Act Technical
Services (DRATS) Repair/Restoration Project/Chris Wood Site) INCOMPLETE
NOTIFICATION
Attachments: Wetland Data Forms - DP1 (Wetland A).pdf; Figure 4 - Site Map.pdf; Figure 6 - Impact
Map.pdf
External email. Do
Mr. Williams,
links or open attachments unless verified. Send
Please find responses in red for the requested information below. Using the F19 indicator, hydric soils are present at ,
DPI. which results in a small linear wetland (Wetland A, 0.001 AC) in the swale feature. A revised wetland determination
form sheet is attached for Wetland A. Figures 4 (Site Map) and 6 (Impact Map) have been revised to include the new
feature. Impact lengths and acreage were added to Figure 6. Due to the narrow width of the project corridor we'll need
to cross Wetland A and plan to do so using mud mats so impacts (0.001 AC) for access purposes will be temporary.
Please let me know if you need additional information.
Thanks,
Ian
-----Original Message -----
From: Williams, Andrew E CIV USARMY CESAW (US) <[e-mail]>
Sent: Tuesday, April 3, 2018 9:42 AM
To: Ian Eckardt <[e-mail]>
Cc: Goss, Stephanie <[e-mail]>; Williams, Andrew E CIV USARMY CESAW (US)
<Andrew.E. W [e-mail]>
Subject: Corps of Engi nee rsSAW-2018-00623 (Disaster Recovery Act Technical Services (DRATS) Repair/Restoration
Project/Chris Wood Site) INCOMPLETE NOTIFICATION
Mr. Eckardt:
This email serves as an incomplete notification for the following project:
The Disaster Recovery Act Technical Services (DRATS) Repair/Restoration Project/Chris Wood Site. This site is located
approximately 800 feet northeast of the Lick Creek Road, Valley View Drive in Lee County, North Carolina.
It is identified by the following Corps of Engineers Action ID:
SAW -2018-00623
Please provide the following:

1. The total proposed stream length, post construction. The Pre -construction notification (PCN) indicates that the
proposed work will impact 1,112 linear feet of stream length. The total proposed stream length, post construction will
match the existing 1,112 linear feet.
2. The PCN indicates there are four (4) impact sites (S1 (299 If), S2 (749 linear feet) and S3 (64 linear feet). Please provide
a revised map indicating the specific length with labels. Individual impact lengths and acreage have been provided in
Figure 6 attached.
3. The wetland determination data form (DP1-upland) submitted with the PCN indicates that there is wetland vegetation
and wetland hydrology indicators at that collection point. The data form also indicates that hydric soil indicators are not
present. However, the soil'profile description appears that it may meet the Piedmont Floodplain Soils (F19) indicator.
Specifically,'the Matrix and Redox Features from 10 inches to 14 inches appear to meet F19; however, a description of
the soils from 14 inches to 16 inches would be necessary to confirm the indicator. Going down an additional 2 inches at
data point (DP) 1 does meet the F19 indicator. The wetland.data sheet has been revised to indicate hydric soil. F19 is
present and the boundary of new wetland (Wetland A),has been added'to Figures 4 and 6 attached.
Please provide the additional soil profile description (from 14-16 inches). If the description matches hydric soil indicator
F19, you would need to use Chapter 5 of the Eastern. Mountains and Piedmont Region Regional Supplement to make the
wetland/upland determination at this collection point. A revised map showing the wetland boundary would be needed,
if the profile meets the indicator (On flood plains, a mineral layer at least 15 cm (6 inches) thick, starting at a depth 525
cm (10 inches) from the soil, surface, with a matrix (60 percent or more of the volume) chroma of less than 4 and 20
percent or more distinct or prominent redox concentrations occurring as soft masses or pore linings).
Please provide the above information within thirty (30) days. Otherwise, the application will be withdrawn.
If you have any questions or concerns, please contact me. Thanks.
Andrew Williams
Regulatory Project Manager
US Army Corps of Engineers
Wilmington District, Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest; North Carolina 27587
919-554-4884 ext. 26
j

Figure 4: Site Map
Disaster Recovery Act Technical Services (DRATS)
WILD LANDS 0 200 Feet Stream Repair Project - Wood Site
ENGINEERING I Cape Fear River Basin 0303004
Lee County, NC

Figure 6: Impact Map
Disaster Recovery Act Technical Services (DRATS)
WI LD LAN D S o zoo Feet Stream Repair Project - Wood Site
ENGINEERING I �I Cape Fear River Basin 0303004
Lee County, NC