20191759 Ver 1_More Information Received_20200219

SYnF.
Staff Review
Does this application have all the attachments needed to accept it into the review process?
(-- Yes C No
ID#* Version*
20191759
Is this project a public transportation project?* C Yes
r No
Reviewer List:* Stephanie Goss: eads\szgoss
Select Reviewing Office:* Raleigh Regional Office - [phone]
Does this project require a request for payment to be sent?*
C
Yes
No

Project Submittal Form
Please note: fields marked with a red asterisk below are required. You will not be able to submit the form until all
mandatory questions are answered.
Project Type: r
New Project
r
New Project w Existing ID
r
Pre -Application Submittal
r
More Information Response
r
Other Agency Comments
r
For the Record Only (Courtesy Copy)
r
Stream or Buffer Appeal
New Project - Please check the new project type if you are trying to submit a new project that needs an official approval
decision.
Pre -Application Submittal - Please check the pre -application submittal if you just want feedback on your submittal and
do not have the expectation that your submittal will be considered a complete application requiring a formal decision.
More Information Response - Please check this type if you are responding to a request for information from staff and
you have and ID# and version for this response.
Other Agency Comments - Please check this if you are submitting comments on an existing project.
Is this supplemental information that needs to be sent to the Corps?*
r Yes r No
Project Contact Information
Name: Wyatt I brown
VUio is subaitting the inforrration?
Email Address: [e-mail]
Project Information
Existing ID #: Existing Version:
SAW-2019-00920 1
20170001(no dashes)
Project Name: Barnes
Is this a public transportation project?
r Yes
r No
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
r Yes r No r Unknown
County (ies)
Johnston
Please upload all files that need to be submited.

Oickthe upload button or drag and drop files here to attach document
Barnes Landing Subdivision —Additional Info
52.6KB
02122020 (1).pdf
Barnes Landing 401-404 2-7-20 (5).pdf 1.24MB
Only pdt or Iv17 files are accepted.
Describe the attachments:
Memo answering questions from Chris
Revised construction drawings
P By checking the box and signing box below, I certify that:
o I have given true, accurate, and complete information on this form;
o I agree that submission of this form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the
"Uniform Electronic Transactions Act")
o I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes
(the "Uniform Electronic Transactions Act');
o I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written
signature; AND
o I intend to electronically sign and submit the online form."
Signature:
,Vj t,ww
Submittal Date: Is filled in autorratically.

January 27, 2020

To: Chris Hopper
US Army Corps of Engineers, Raleigh Regulatory Office
Fr: Wyatt Brown
Brown’s Environmental Group, Inc.
Re: PCN Addendum/Additional Information
Barnes Landing Subdivision
SAW-2019-00920
NC Hwy 210
Johnston County, NC

This information is being provided in response to requests for the following additional
information, delivered via eMail on Friday January 17, 2020:

1. The Barnes Landing subdivision will not be connected to the Johnston County Public
Utility wastewater system. All lots will be served with individual septic systems,
permitted through the Johnston County Environmental Health Department. In
addition, there are no potential impacts to streams or wetlands required for the
construction of the wastewater systems. If it is determined that wetland crossings are
necessary for the on-site septic, the crossings will be bored under the wetland or The
Corps of Engineers will be contacted to see if a permit is required.

2. Regarding potential future, cumulative impacts: the proposed subdivision is not a
phased project, and will not require additional, future impacts for completion. In
addition, for individual lot surveys where streams and/or wetlands may be present on
the lot, the lot survey will include an informational insert providing notice of the
presence of potential wetlands which may be under the jurisdiction of the US Army
Corps of Engineers.

3. Regarding the USFWS IPaC website identifying Michaux’s sumac as a concern on this
property: during the site delineation, a visual observation was made of the edge of the
forested woodlands (potential habitat) to determine presence of Michaux’s sumac. No
Michaux’s sumac was observed in these areas.

The majority of the woodline was comprised of a very dense stand of undergrowth of
privet, honeysuckle, and greenbrier, bounded by cultivated, mowed and maintained
areas. Michaux’s sumac is shade intolerant, and the dense understory along the
woodline does not provide suitable habitat. In addition, the cultivated, mowed and
maintained areas at the woodline boundary are cultivated or maintained annually,
generally prohibiting establishment of the species.
Michaux’s sumac is identified as a historic species in Johnston County, indicating no
species has been observed for at least 50 years, and there are no known current
occurrences of Michaux’s sumac in Johnston County.
Based on this information, the project will likely have No Effect on Michaux’s sumac.
4. The project is not a DOT project. This selection was made in error.

5. A profile plan of the culvert crossing is included on the revised impact maps
(attached). For this project, the low projected flow rates do not require installation of
a dissipater pad.

PP
PP
TEL
PP
R
Know what's below.
before you dig.Call
0
SCALE: 1" =
SCALE OF MAP MAY VARY
DUE TO METHODS OF REPRODUCTION.
100'100'
100'
VICINITY MAP
SCALE: 1"=1,000'
OF 1 SHEETS
THIS ORIGINAL SHEET IS 24"X36", OTHER DIMENSIONS
INDICATE IT HAS BEEN ALTERED. ALL INFORMATION
REPRESENTED ON THIS SHEET IS THE PROPERTY OF
RED LINE ENGINEERING, P.C. UNDER PENALTY OF LAW,
THIS INFORMATION SHALL NOT BE DUPLICATED IN PART
OR WHOLE WITHOUT PRIOR WRITTEN AUTHORIZATION
FROM RED LINE ENGINEERING, P.C. 2018 ©
REVISIONS:DATE:
DATE:ISSUED FOR:
PROJECT NO.:
DRAWN BY:
REVIEWED BY:
SHEET NUMBER:
SEAL
041318
SEAL
C-3075
RED LINE ENGINEERING, P.C. (C-3075)1401 AVERSBORO ROAD, SUITE #210GARNER, NORTH CAROLINA 27529PHONE - [phone]PRELIMINARY
DRAWING
NOT RELEASED
FOR CONSTRUCTION
PRELIMINARY DRAWING
FOR REVIEW PURPOSES
ONLY
1 -
--
19-027
CSB
CSBSTEEL BRIDGE CROSSING, LLC.5160 NC HWY 42 WESTGARNER, NORTH CAROLINA 27529BARNES LANDING SUBDIVISIONPRELIMINARY SITE PLANC3
20'10'x70'
SITE TRIANGLER/W2
5
'

R
R/W
ROADWAY 30' RPROPOSED ROAD SECTION DETAIL
TYPICAL DETAIL
PROPOSED 50' R/W
TYPICAL CROSS SECTION
FOR PROPOSED 20' ROAD PROP.
(R/W)
25'-0" (TYP.)CL 25'-0" (TYP.)
10'-0"
CROWN 1/4" PER FT.
10'-0"6'-0"
SHOULDER
1" PER FT.
3:1 3:1
6'-0"1:18" ABC ON
COMPACTED GRADE
6"
1 1/2" S 9.5 A SUPERPAVE
ASPHALT MIX
PROP.
(R/W)
6'-0"
SHOULDER
1" PER FT.
3:13:1
6'-0"
INTERIOR INTERSECTION DETAILNC HWY 210 30' R10'x70'
SITE TRIANGLE
R/W
EXISTING ROADWAYR/W2
5
'

R
20'
50'
30'A50
'
R
A35'R6'6'
ROW
50'
20'15'
25'R
1" PER FT.
SECTION A-A
LC
SLOPE AS REQ'D.
35'
35'
R
3:1 3:1
SYMMETRICAL CUL-DE-SAC
TYPICAL DETAIL
30'
SITE PLAN INFORMATION:
1.NAME:BARNES LANDING
2.STREET ADDRESS:9113 NC HWY 210
FOUR OAKS, NORTH CAROLINA 27524
3.P.I.N.:164400-71-0058
4.LAND USE (EXISTING/PROPOSED):SINGLE FAMILY RESIDENTIAL
5.TOTAL NUMBER OF LOTS:49
6.TOTAL AREA:64.79 ACRES / 2,822,065 SF
7.CURRENT ZONING:AR
8.BUILDING SETBACKS:FRONT - 25 FT.
SIDE - 5 FT.
REAR - 5 FT.
9.DENSITY SUMMARY:
MAX DENSITY (AR)1.5 UNITS / ACRE * 64.79 ACRES = 97 UNITS MAX
PROPOSED DENSITY (49 UNITS / 64.79 ACRES) = 0.76 UNITS / ACRE
10.IMPERVIOUS SURFACE AREA:
MAX IMPERVIOUS 9.72 ACRES (15%)
STREETS 2.37 ACRES
MAX IMPERVIOUS PER LOT 6,534 SF
11.INSIDE FLOOD HAZARD BOUNDARY:NO (PER FEMA MAP #3720164400K)
EFFECTIVE DATE: JUNE 20, 2018
12.WATERSHED DRAINAGE AREA:SASSARIXA CREEK (C, NSW) TO NEUSE
NOT IN ENVIRONMENTALLY SENSITIVE AREA
13.DEDICATED STREET RIGHT OF WAY:50' PUBLIC RIGHT OF WAY
CONNECTION DETAIL
8'-0"6'-0"VARIABLE
PAVEMENT
WIDTH
SHOULDER
WIDTH
5'-0"
1/4" / FT.- 1/4" / FT.+1" / FT.
+2" / FT
.
+3" /
F
T.
5'-0"
- 1" / FT.
-2 1/
4
"

/

F
T
.
-3" /

F
T
.
DRIVEWAY TURNOUT GRADES
TYPICAL DETAIL
NC HWY
210
-
(60
'
PUBL
IC
R
/W)
50' RIPARIAN BUFFER
(MEASURED FROM
TOP OF BANK, APPROX.
LOCATION)
N/F
JAMES & EDNA SMITH
DB 1659 PG 0708
PIN # 164400-60-297770'
BU
ILD
ING
SETBACK
10
11
12 13
14
15
16
17 18 19 20 21 22 23
24
252627
28
29
40
43
44
45
49
48
47
1
2
3
4
5 6 7
8
9
OFF-SITES
EXISTING HOUSE LOT
(TO REMAIN)46
41s70'
BU
ILD
ING
SETBACK
N/F
TIMOTHY WHITE
DB 5293 PG 0807
PIN # 164300-69-4438
N/F
CHARLES HANDY
DB 2525 PG 0923
PIN # 164300-69-4298
N/F
CHRISTOPHER &
REBEKAH BREWER
DB 2166 PG 0335
PIN # 164300-69-5154
N/F
LINDA UMPHLETT
DB 5127 PG 0484
PIN # 164400-80-6271
41os
30
3132
333435
36
37
39
42
38
125' DUKE
EASEMENT
50' RIPARIAN BUFFER
(MEASURED FROM
TOP OF BANK, APPROX.
LOCATION)
SITE
NC H
W
Y
2
1
0 LAKEWOOD ROAD (SR1336)WETLANDS
WETLANDS
BARNES
L
A
N
D
I
N
G

D
R
I
V
E

-

(
5
0
'

P
U
B
L
I
C

R
/
W
)HAY BALE WAY -(50' PUBLIC R/W)SOY BEAN LANE - (50' PUBLIC R/W)CORN WAY - (50' PUBLIC R/W)WETLANDS
228.417+00227.91227.41226.91226.418+00225.91225.41224.91224.419+00223.91223.41222.91222.4110+00221.91221.41220.91220.4111+00219.91219.41218.91218.4112+00217.91217.44217.15217.0613+00217.19217.52218.06218.8114+00219.77220.94222.31223.8915+00225.40226.70227.78228.6416+00229.28229.70229.90229.8917+00229.65229.20228.53227.6418+00226.64225.64224.64223.6419+00222.64221.64220.696.50
%
-2.00%
-4.0
0
%
PVI STA: 13+40.00
PVI ELEV: 215.11
K: 30.00
LVC: 255.00
BVCS: 12+12.50BVCE: 217.66EVCS: 14+67.50EVCE: 223.40LOW PT. STA: 12+72.50
LOW PT ELEV: 217.06
BVCS: 19+25.00BVCE: 221.64PVI STA: 16+25.00
PVI ELEV: 233.64
K: 28.57
LVC: 300.00
BVCS: 14+75.00BVCE: 223.89EVCS: 17+75.00EVCE: 227.64HIGH PT. STA: 16+60.71
HIGH PT ELEV: 229.92
7+00 8+00 9+00 10+00 11+00 12+00
1
3
+
0
0
1
4
+
0
0
1
5
+
0
0
16+00
17+0
0
18+00
19+00
20+0
0PT: 7+54.24PC: 11+56.40PT: 13+32.74PC: 14+81.36PT: 15+98.18PC: 18+30.02PT:
20+
40
.
73
1
3
+
0
0
1
4
+
0
0PT: 13+32.74R
Know what's below.
before you dig.Call
0
SCALE: 1" =
SCALE OF MAP MAY VARY
DUE TO METHODS OF REPRODUCTION.
50'50'
50'
VICINITY MAP
SCALE: 1"=1,000'
OF 1 SHEETS
THIS ORIGINAL SHEET IS 24"X36", OTHER DIMENSIONS
INDICATE IT HAS BEEN ALTERED. ALL INFORMATION
REPRESENTED ON THIS SHEET IS THE PROPERTY OF
RED LINE ENGINEERING, P.C. UNDER PENALTY OF LAW,
THIS INFORMATION SHALL NOT BE DUPLICATED IN PART
OR WHOLE WITHOUT PRIOR WRITTEN AUTHORIZATION
FROM RED LINE ENGINEERING, P.C. 2018 ©
REVISIONS:DATE:
DATE:ISSUED FOR:
PROJECT NO.:
DRAWN BY:
REVIEWED BY:
SHEET NUMBER:
SEAL
041318
SEAL
C-3075
RED LINE ENGINEERING, P.C. (C-3075)1401 AVERSBORO ROAD, SUITE #210GARNER, NORTH CAROLINA 27529PHONE - [phone]PRELIMINARY
DRAWING
NOT RELEASED
FOR CONSTRUCTION
PRELIMINARY DRAWING
FOR REVIEW PURPOSES
ONLY
1 -
--
19-027
CSB
CSBSTEEL BRIDGE CROSSING, LLC.5160 NC HWY 42 WESTGARNER, NORTH CAROLINA 27529BARNES LANDING SUBDIVISIONSTREAM CROSSING EXHIBITC1BARNES LANDING DRIVE - PROFILE VIEW
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
BARNES LANDING DRIVE - PLAN VIEW
SCALE:1" = 50'
48" RCP w/ HEADWALL
(BURY 12" BELOW GRADE
TO PROMOTE AQUATIC
PASSAGE, NO RIP-RAP
IS PROPOSED)
50' RIPARIAN BUFFER
(MEASURED FROM
TOP OF BANK)
SITE
NC H
W
Y
2
1
0 LAKEWOOD ROAD (SR1336)WETLANDS
BARNES LANDING DRIVE - (50' PUBLIC R/W)
44
WETLANDS
200'
205'
210'
215'
220'
225'
230'
235'
240'
245'
45
12
13
14
11109876
43
20' ZONE 2
30' ZONE 1
EXISTING GRADE
PROPOSED
GRADE
RIPARIAN BUFFER AND WETLAND IMPACT TABLE
WETLAND IMPACT - 3,767 SF / 0.086 ACRE
RIPARIAN BUFFER ZONE 1 IMPACT - 4,950 SF
RIPARIAN BUFFER ZONE 2 IMPACT - 3,245 SF
STREAM BED IMPACT - 70 LF
WETLAND IMPACT -
3,767 SF / 0.086 ACRE
48" RCP w/
HEADWALL
50' RIPARIAN BUFFER
(MEASURED FROM
TOP OF BANK)
20' ZONE 2
30' ZONE 1
CREEK CHANNEL
AND TOP OF BANK
200'
205'
210'
215'
220'
225'
230'
235'
240'
245'