20191242 Ver 1_Summerdale II maps_20191130

Strickland, Bev
From: Krissina Newcomb <[e-mail]>
Sent: Monday, December 2, 2019 12:34 PM
To: Lastinger, James C CIV USARMY CESAW (USA)
Cc: [e-mail]; Goss, Stephanie
Subject: [External] Re: Summerdale II PCN, incomplete notice, SAW-2019-02106
Attachments: Summerdale II maps.pdf
• ' External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
[e-mail]
James,
Sorry for the second email; the Thanksgiving holiday made it difficult to complete our response. This email
should contain the last bit of information you had requested. Please see the attached maps. The impact maps
(Sheets 2 and 3) have been clarified to enumerate the wetland and stream impacts. Also included is a profile of
the road crossing and culvert (sheet 4).
The corrected impact tables are below:

2a. Site # ` gal Reason' : 2b. Impact type* 2c. Type of W. 2d. '
W-1 cu-1yert, fill P Headwater Forest C
JW-2 fill P Headwater Forest C
JW-3 III P Headwater Forest C
W-4
fill
P
Headwater Forest
C
Add
2g. Total Temporary Wetland Impact
0.000
2g. Total Permanent Wetland Impact
0.227
2g. Total Wetland Impact
0.227
. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed i
"." will be used in the table below to repres
3a. Reason for impact's [?r 113b.Impart type` II3c. Type of impact II3d. S. name s
si III road cross i ngI I III Permanent I III Culvert I UT
Add another impact
*k All Perennial or Intermittent streams must be verified by DWR or delegated local government_
3i. Total jurisdictional ditch impact in square feet:
1
N

Please let me know if you need anything else to complete your review of the application. Thanks.
Krissina Newcomb
Hal Owen & Associates, Inc.
PO Box 400, Lillington NC 27546
910-893-8743 www.halowensoil.com
Find us on Facebook at www.facebook.com/halowensoil
On 11/30/2019 3:36 PM, Krissina Newcomb wrote:
Re: USACE AID SAW-2019-02106 NCDWR Project # 20191242 Ver 1
The following information and attached maps are provided as requested by USACE (email dated
10/30/19) and NCDWR (email dated 11/5/19).
1. Jurisdictional features (streams and wetlands) were delineated by Alex Adams. I have
attached the supporting documents for a preliminary jurisdictional determination (PJD). The
map depicts the jurisdictional features within a defined project area, to include part of the
western half of the site (where the existing sewer line and proposed stormwater basin
are). Wetland determination data forms and a PJD form are also attached. These files are named
Coley_Farm*.pdf
2. A revised impact map is attached (summerdaleII_Site Plan USACOE_2019-11-30.pdf). The
plan has been modified to reduce wetland impacts by moving one of the lots from the northern
side of Varina Towns Drive to the southern side. Also, wetlands in the common area have been
removed from the proposed impacts. Proposed wetland impacts have been reduced to 0.23 acre.
3. Avoidance and Minimization Measures:
(a) The road could not be sited perpendicular to the stream due to the narrow width of the
property in that location. A perpendicular road alignment was considered, as suggested, but
reduced the total lot count by 15% which is below a financially viable threshold for the project.
(b) A lot has been moved to a location requiring fewer wetland impacts.
(c) the road shoulder slopes at the wetland crossing will be constructed at a 2:1 slope (2ft run
to lft rise).
(d) Heavy vinyl protection fencing will be installed to protect wetlands during construction, as
indicated on the map.
(0 Wetlands in the common area have been removed from the proposed impacts.
Krissina Newcomb
Hal Owen & Associates, Inc.
PO Box 400, Lillington NC 27546
910-893-8743 www.halowensoil.com

Find us on Facebook at www.facebook.com/halowensoil
On 10/30/2019 12:12 PM, Lastinger, James C CIV USARMY CESAW (USA) wrote:
Krissina,
I have reviewed the PCN for Summerdale II, and have determined it
to be incomplete. Please address the following in order for me
to proceed with PCN review:
1. Your PCN indicated a delineation by others was performed for
the site. It appears that there is no record of a delineation
that was ever submitted in our files, and no delineation, data
forms, and appropriate paperwork in the form of a JD request
packet was submitted with the PCN. Please submit this
information for Corps concurrence. Please keep in mind that a
site visit will required in order to verify potential aquatic
resources on site. Once a delineation packet has been submitted I
will contact you to schedule a site visit.
2. Your impact maps are unclear, as I am not able to determine
the impact areas associated with this permit application. It
also appears that stream channels and wetlands will be impacted
that are currently not accounted for within the PCN.
Specifically, based on your submitted plans there appears to be
unaccounted wetland impacts for lots 7-9, unaccounted wetland
impacts for sewer line connection below the proposed stormwater
BMP, and unaccounted wetland impacts from fill slopes for the BMP
itself. Please clarify, and include these impacts if necessary.
Your stream channel impacts associated with this project in the
wetland area proposed for impacts for Varina Towns Drive are
unclear and inconsistent. The culvert is not shown on all plan
sheets, nor was a cross section of the culvert submitted (please
submit). While the pipe length is shown at 78 feet, it also
appears that addition stream channel length above and below the
culvert will be filled. Please clarify.
Until these impacts are quantified this office will be unable to
determine if the project qualifies for the use of a NWP or if a
standard permit will be required, or if additional mitigation may
be required.
3. Please clearly demarcate the boundary of the project on all
plans submitted to this office. Please consistently label all
jurisdictional features on your submitted plans. Please use a
graphic scale on all impact maps so that impact lengths can be
measured. It is currently unclear where wetland boundaries,
project boundaries, stream channels, or impact areas exist on the
site.
4. Your avoidance and minimization statement is insufficient.
Please submit further information regarding why the roadway could
not be designed to cross the stream channel at a perpendicular
angle, or the use of headwalls (thereby reducing stream impact
lengths), and the need for the proposed number of lots
necessitating lot fill.
Please submit the above information within 30 days of receipt of
this Notification or we will consider your application withdrawn
and close the file. I will be out of the office the remainder of
the week on vacation. When I return I will try to get further
4

information regarding the mitigation bank site from our
Mitigation POC in the office (unfortunately she is out of the
office all week as well), and update you on my findings.
Please let me know if you have any questions or concerns
regarding the above requested information.
James Lastinger
Regulatory Project Manager
Raleigh Regulatory Field Office
US Army Corps of Engineers, Wilmington District
ADDRESS: 3331 Heritage Trade Drive, Suite 105 Wake Forest, NC
27587
Tel: [phone], x32
Cell: [phone]
Fax: [phone]
5

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SITE DATA
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AREA PER DEED 6.52 Ao.
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SITE DATA
ADDRESS
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AREA PER DEED
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PIN NUMBERS
0656576506
DEED
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ADDRESS
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SETBACKS
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SIDE
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SEPARATION
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EASTING — VACANT
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IMPERVIOUS SURFACE
DRIVEWAYS/PARKING = 11.872 SO FT
DWELLINGS — 48,750 SQ FT
ROADWAY — 28.240 SO FT
SIDEWALK =9605 SO FT
KIOSK — 246 SQ FT
TOTAL = 98,713 SO FT OR 2.26 AC
LOT SIZE
1560 SQ. FT.
OWNER/DEVELOPER ENGINEER
PRIME 1 BUILDERS, LLC GREG BAGLEY
2209 HAMRICK DRIVE 805 COKESBURY ROAD
RALEIGH, NC 27616 FUQUAY VARINA, N.C. 27526
Ph. [phone] Ph. [phone]
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=410 SQ FT
=188 SQ FT
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SITE DATA
ADDRESS
131 COLEY FARM ROAD
AREA PER DEED
6.52 A.
ZONING
RMD
PIN NUMBERS
0656576506
DEED
BM 2OD4 PG 1782
OPEN SPACE
.98 REQUIRED, 2.35 AC PROVIDED
DISTURBED AREA
3.82 ACRES
WETLAND DISTURBED
0.34 AC
WOODED
6.52 AC
ADDRESS
131 COLEY FARM ROAD
SETBACKS
FRONT
20'
REAR
5'
SIDE
8'
SEPARATION
10'
LAND USE
EXISTING — VACANT
PROPOSED = TOWNHOUSES
IMPERVIOUS SURFACE
DRIVEWAYS/PARKING — 11,872 SQ FT
DWELLINGS — 48,750 SO FT
ROADWAY = 28.240 SO FT
SIDEWALK —9605 SQ FT
KIOSK — 246 SO FT
TOTAL = 98,T13 SO FT OR 2.26 AC
LOT SIZE
1560 SQ. FT.
ENGINEER
GREG BAGLEY
805 COKESBURY ROAD
FUQUAY VARINA, N.C. 27526
Ph. [phone]
OWNER/DEVELOPER
PRIME 1 BUILDERS, LLC
2209 HAMRICK DRIVE
RALEIGH, NC 27616
Ph. [phone]
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