20200285 Ver 1_More Information Received_20200504

Staff Review
Does this application have all the attachments needed to accept it into the review process?*
r Yes r No
ID#* Version* 1
20200285
Is this project a public transportation project?* r 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?*
r
Yes
r
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 brown
Vft is subaitting the inforrration?
Email Address: [e-mail]
Project Information
Existing ID #: Existing Version:
20200285 1
20170001(no dashes)
Project Name: High Gate
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
Creech Farm Buffer Determination (identical letter
1.09MB
went to Creech NC LCC).pdf
4-29-20 Pages from 20200131 Meadow View
6.51 MB
Preliminary_Signed. pdf
Samantha 2017 NW 12.pdf 87.69KB
TempWaterLineCrossing Plan (1).pdf 372.81KB
Burdette 2017 NW 12.pdf 78.58KB
Only pdf or Iv17 files are accepted.
Describe the attachments:
-The first attachment is the original Neuse Buffer Determination by Division Water Resources in 2017. Stream
A was proven by aerial photography to be not existing on the property.
- The second attachment are the construction plans from the Timmons Group,(see 2nd page) showing the
construction by others and different ownership attaching street A to our crossing and connecting to Shotwell
Road.
-I've only been the consultant for a part of this construction project. The rest is owned by different owner with
possibly different consultants. I've attached an email from Samantha Dailey approving a NW 12 SAW-2017-
00939 for a temporary water line (This water line has become permanent) the planned Street "H" Samantha
discuses was never installed so our only approval was for the water line. I have also attached an email from
Jennifer Burdette saying no buffer impact was required.
Sign and Submit
V 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:
Submittal Date: Is filled in autorratically.

JUN 1 4 2017 ROY COOPER
Governor
. MICHAEL S. REGAN
Secretary
K
" S. JAY ZIMMERMAN
Director
Water Resources
ENVIRONMENTAL QUALITY
June 9, 2017
Everland-Lee LCC
104 State Ave Suite 103
Clayton, NC 27520
Subject: Buffer Determination Letter
NBRRO #17-056
Johnston County
Determination Type:
Buffer
® Neuse (15A NCAC 2B .0233)
❑ Tar -Pamlico (15A NCAC 213.0259)
❑ Jordan (15A NCAC 213.0267)
(governmental and/or interjurisdictional
projects)
Project Name:
Address/Location:
Stream(s):
I ntermittent/Peren n ial
❑ Intermittent/Perennial Determination (where local buffer
ordinances apply)
Everland-Lee Pronertv
Off Lakeside Drive Clavton NC
Determination Date: February 24, 2017 Staff: Gary Kreiser
Stream
E/I/P*
Not Subject
Subject
Start a
Stop
.Soil
USGS
Surve
To 0
A
Could
not be determined
X
B
X
DWR flag
Confluence
X
-78,473455
with D
35,67440
C
X
Offsite pond
Confluence
X
with D
D
X
Shotwell Road
Throughout
X
X
property
E
X
Property line
Confluence
X
with D
*E/I/P =Ephemeral/Intermittent/Perennial
Explanation:
Stream A: On May 31, 2005 stream A was determined not to be subject to the Neuse Buffer Rules. However, as
stated in that letter the on -site determination expires five (5) years from the date of the letter. At the time of this
Division of Water Resources, Raleigh Regional Office, Water Quality OPCITItions Section http:/Ipottal.neLicnr.org/web/tvq/aps
1628 Mail Service Center, Raleigh, NC 27699-1628 Phone: [phone]
Location: M00 Barrett Drive, Raleigh, NC 27609 Pax: [phone]

Everland-Lee Property
Johnston County
June 2, 2017
Page 2 of 2
determination, feature A could not be found due to the existing construction activity occurring onsue. Therefore, a
determination could not be made for this feature and the 2005 determination is NOT valid because the 2005
determination had expired.
Stream B: The start point was flagged in the field and the GPS coordinates were approximated by satellite imagery
and will need to be field verified.
Stream C: The May 31, 2005 determination from the Division determined that this feature was subject to the Neuse
Buffer Rules. A determination made by Johnston County on October 6, 2016 determined that this feature was not
subject to the rules. While Johnson County is a delegated local authority, it DOES NOT have authority to made
determinations in Clayton. This project is located inside Clayton and the Division has made the determination that
the feature IS subject to the Noose Buffer Rules.
The streams) listed above has been located on the most recent published NRCS Soil Survey of Johnston County,
North Carolina and/or the most recent copy of the USGS Topographic map at a 1:24,000 scale. Each stream that is
checked "Not Subject" has been determined to not beat least intermittent or is not present. Streams That are checked
"Subject" have been located on the property and possess characteristics that qualify it to be at least an intermittent
stream. There may be other streams located on the property that do not show up on the maps referenced above but
may be considered jurisdictional according to the US Army Corps of Engineers.
This on -site determination shall expire five (5) years from the date of this letter. Landowners or affected
parties that dispute a determination made by the DWR may request a determination by the Director. An
appeal request must be made within sixty (60) days of date of this letter. A request for a determination by the
Director shall be referred to the Director in writing. Ifsending via US Postal Service: c/o Karen Higgins;
DWR — 401 & Buffer Permitting Unit; 1617 Mail Service Center; Raleigh, NC 276994617. If sending via
delivery service (UPS, FedEr, etc.): Karen Higgins; DWR — 401 & Buffer Permitting Unit; 512 N. Salisliaiy
Street; Raleigh, NC 27604.
This determination is fivai and binding unless, as detailed above, unless an appeal is requested within sixty
(60) days.
This project may require a Section 404/401 Permit for the proposed activity. Any inquiries should be
directed to the US Army Corp of ingineers (Raleigh Regulatory Field Office) at (919)-554-4884.
If you have questions regardin 's deteivlination, please feel free to contact Gary Kreiser at [phone].
S' cere i
O/Later
>i 1J
Danny SmitSupervisor,uality Regional Operations Center
cc: RRO DWR File Copy
Wyatt Brown, Brown's
Environmental Group, Inc.
242 Batten Farm Rd,
Selma, NC 27576

a
„a AAi(a� Map provided 6y NCDEQ
Legend:,,�,,ff$� Division of Water Resources
iY� 5nn
-Approximate Site boundary: Locations are approximate and are provided for ref-
erence only ::

1T55 and IT56
High Gate S/D and Everland— Lee Property
u�° 4A7ya Map provided by NCDEQ
Legend:
,Qy' Division of Water Resources
NA'
-Approximate Site boundary: Locations are approximate
- and are provided for ref-
erence only::

a
A HOMEOWNER'S PSSOCIATION (HOA) WILL OWN AND MAINTAIN
ALL OPEN SPACE PARCELS AND WILL BE RESPONSIBLE FOR
Kww MAINTAINING ALL LkNDSCAPING REQUIRED BY THE TOWN OF
wh aft COOK CLAYTON UNITED E EVELOPMENT ORDINANCE (UDO) AND PRIVATE
CaltbatSTORM DRAINAGE ASEMENTS.
SITE
ALL CONSTRUCTION O BE IN
ACCORDANCE WITH ALL TOWN OF
CLAYTON AND NCDOT STANDARDS,
SPECIFICATIONS, AND DETAiS.
SCALE 1"=100'
0 100' 200'
FEE -IN -LIEU WILL BE PAID FOR
HALF OF THE STREAM CROSSING \
AS DISCUSSED PREVIOUSLY E
WITH TOWN STAFF. 8
�p� '@. °.. ��:s..`.'�.."a« c\ JC? .Y.i iad;: �s,'6 �''°,.. i �►. i F _ e. _✓ '`�*. ®�.... ,
< I j
VICINITY MAP
TOWNHOME
LOTS
MIN LOT
AREA
MIN LOT
WIDTH
FRONT
REAR
SIDE END
UNIT
SIDE
STREET
CORNER
DRIVEWAY
IMAX
HEIGHT
REARLOAD
1,652
20'
10'
1.5
5
S`
5'
1`
V
FRONTLOAD
1,652
20'
2Y
10'
5'
5'
5'
1'
351
NOTE. MINIMUM 25' GARAGE SETBACK FROM BACK OF SIDEWALK
SITE DATA
DEVELOPER:
DAN RYAN BUILDERS
JAY COLVIN
3000 RDU CENTER DRIVE, SUITE 202
MORRISVILLE, NC 27560
PHONE: [phone] EXT 4035
ENGINEER:
TIMMONS GROUP
JIM CHANDLER, PE
5410 TRINITY ROAD, SUITE 102
RALEIGH, NC 27607
PHONE: [phone]
OWNER:
EVERLAND-LEE LLC
104 STATE AVE, SUITE 103
CLAYTON, NC 27520
PIN#S
165907-69-2203, 165907-78-1039
TAG
05GO1012A, 05GO1012S
FIRM MAP
#33720165900K DATED 06/20/2018
EXISTING TRACT ACREAGE 1,694,753 SF / 38.9 ACRES
EXISTING ZONING
R-10
EXISTING USE
VACANT
PROJECT NAME
MEADOW VIEW
(FORMERLY CREECH TRACT)
LOCATION
CLAYTON TOWN LIMITS
PROPOSED USE
RESIDENTIAL
PROPOSED NUMBER OF LOTS 188 TOWNHOME LOTS
PROPOSED DENSITY
4.83 DU/A
AVERAGE LOT SIZE
1,952 SQ.FT
LINEAR FOOTAGE OF ROADS 5,359
LINEAR FOOTAGE OF REAR LANES 3,028
MAX BUILDING COVERAGE PER LOT 67%
MAX IMPERVIOUS SURFACE COVERAGE PER LOT 80%
MAX IMPERVIOUS SURFACE COVERAGE FOR ENTIRE SITE 33%
REQUIRED PARKING
188 UNITS X 2 = 376 SPACES
PROPOSED PARKING
384 SPACES + 2 HANDICAP PARKING
ELECTRIC PROVIDER
TOWN OF CLAYTON
WATER PROVIDER
TOWN OF CLAYTON
SEWER PROVIDER
TOWN OF CLAYTON
\ � m' 79 \w y TO BRING WQODCREST DRIVL UP TO
W r3 Fc-Jgfi O
CURRENT NCDOT STANDA n
42a5 a> t=t=s
a
N~
1P r zrllv"Nll> L S3
U
C
LEGEND
70
7,
74
a _ _.-.....-.o. ---� '
�---- __ _ -.
Q
z
zk
U) O tt
\� a x�.xnfG-,,,,.>,"""w ",°^"'r �,,,,✓" -'...r „ '"a _
a s
a)
LUC
PC
M
fir~ p!
�. aC
err'
�1 O
z
R, LLJQ 6
z
_� ... _ A-10
a
--OPEi DACE-TAR1-�
AMENITY AREA �� z � �
L{ T SIZE TABLE,
.� .. .r,_:.
i impervious; Impervious
LOT # 5F AC SF ? AC (SF)
. ..:. ............ ... ..._ �...,...... ..,.,,.. .__... .:.. .... ... ......... ,,,., .. ......_ ., ...,...:_.. .._
_., ., ... .
= Impervious I Impervious,. ;Impervious impervious
SF AC E5>1 5F AC SF AC {SF) *F AG (Si )
`
L T O_#1
2,274
0,05
1,819
LOT#3.3
1,670
0.04
1,33E
LOT
65
1,800
0.041
1,440
LOT#97
1,660
0.04
1328
LOT#129
2,064
0.05
1,651
LOT# 61
2,250
OA5
1,800
LOT #2
11,870
0.04
1,496
LOT #34
1,670
0.04
1,336
LOT
6
2,250
04052
L800
LOT #98
t650
0.04
1328
LOT#130
2,250
0.05
1,800
COT#162
1,800
0 04
1,44O
LOT#3
1,870
0.04
1;496
LOT 5
2,171
0.05
1,737
LOT
67
2,382
0.055
1,905
LOT##93
2,158
0.05
1,726'
LOT#13.1
1,800
0.04
1,440
LOT##163
11800
0,04
IA40
LOT#4
1,870
004
1,49E
LOT#36
2,171
0.05
1,737
LOT i
68
1,928
0.044
1542
LOT#100
12,158
0.05
1;726
LOT#132
1,800
0,04
1,440
LOT#164
1800
0,04
1,440
LOT#5
4338
0.05
1,870
LOT#37
1,676
0.04
1,336
LOT1,669
1,948
0.045
1,558
LOT#101
10660
1 0.04
1k328
L€3Td#733
1800
O.Oa
11440'
LOT#1651
2,22E
QA5
1 1,7$1
LOT #6
2,375
0.0E
1,900
LOT#38
1,670
0.04:
1,33E
LOT #70
1,948
0.045
1,559
LOT::#102
1,660
1 004
1,328
LOT4134
2,250
0.05
1,800
LOT#66
2,22E
0.05
1,785
LOT#7
1;872
0.04
1,498,
LOT#39
1,670
0,04
1,336
LOT 471
2,167
O�05
1,733
LOT#103
1,660
0.04
1,328
LOT##135
2,250:
0.05
1,800
LOT#167
1,800
0.04
1,440
LOT #8
1,872
0,04
1,498
LOT #40
2,171
0.05
1 1,737
LOT 472
2,384
0.055
1,907
LOT #104
2,158
0.05
1,726
LOT #136
L800
0.04
1,440
LOT #168
1,800
0.04
IA40
LOT#9
1,872
0.04
1,498
LOT##41
2,171
0.05
1 1,737
LOT
73
1,786
0,041
1,429
LOT#105
2,158
0.05
1726
LOT#137
1,800
0.04
1,440
LOT#169
1,800
0.04
1,440
LOT#10
2,340
0,05
1872
LOT#42
1,670
044
1,336
LOT
74
1,876
0.043
1,500
LOT#106
1,660
0.04
1,328
LOT#139
1,800
0.04
1,440
LOT#170
2,250
0,05
1,800
LOT#11
2,351
0.05
1,881
LOT#43
1,670
0.04
L336
LOT I
z75
208
0,062
2,159
LOT#107
1,660
0.04
1328
LOT#139
1,800
0.04
1,440
LOT#t171
2,288
0.05
1,831
LOT#12
1,839
004
1,471
LOT#44
1,670
0,04
1,336
LOT 476
2,250
0.052
1,800
LOT##108
1,660
0.04
1;328
LOT#140
2,250
0.05
1,800
LOT#172
1,831
0.04
1A65
LOT#13
1,805
0,04
1,444
LOT##45
2,068
0,05
1,654
LOT 177
1,800
0.041
IA40
LOT#109
2,158
0,05
1,726
1 LOT##14,1
2,233
0,05
1,787
LOT#173
1,831
0.04
IA65
LOT#14
1,779
004
IA23
LOT#46
2,373
0.05
1,893
LOT 478
1,800
0,041
1A40
LOT'#110
2,158
0.05
1,72E
LOT#142
1800
0.04
1,440
LOT0274
1,820
0,04
1,45E
LOT ##15
2,198
0,05
1,758
LOT ##47
1,908
0.04
1,526
LOT
T9
1,800
0.041
1A40
LOT ##111
1,660
0.04
1328
LOT #143
1800
0,04
1,440
LOT #175
2,183
0,05
1,74E
LOT#16
2,093
0,05
1,675
LOT#48
1,916
0.04
1,533
LOT'4
80
2,237
0.051
1,790
LOT #112
1,660
0.04
1,328
LOT#144
1,802
0.04
1,442
LOT#176
2,226
0.05
1,781
LOT#17
1,670
0.04
1,336
LOT#49
1,924
0.04
1,539
LOT
81
2,226
0.051
1,781
LOT##113
1,660
0.04
1,328
LOT4145
2,297
0.05
1,838
LOT#177
1,800
0,04
1,440
LOT418
1670
004 1
1,336
LIT#50
2,385
OD6
1,908
LOT 4
82
1,800
0.041
IA40
LOT#114
2,158
0.05
1,726
LOT#1,46
2,430,
0.06
1,944
LOT#178
1,800
0.04
IA40
LOT#19
1,670
0.04 1
1,336
LOT#51 _
2,250
OAS
1,800
LOT M83
1,800
0.041
1,440
LOT#115
2,158
0.05
1,726
LOT#147
1,848
0.04
1,479'
LOT#179
2,250
0.05
1,800
LOT#20
2,088
0.05
1,670
LOT#52
1,800
0.04
1,440
LOT
4
2,250
0.052
1,800
LOT##116
1,660
0.04
1,328
LOT#148
1,807
0.04
1,445
LOT#180
2,250
0.05
1,800
LOT#21
2,088
0.05
1,670
LOT#53
1,300
0.04
1,440
LOT V
85
1,338
0.054
1,870
LOT1117
11,660
0.04
1,328
LOT##149
1,807
0,04
1,446
LOT#181
1,800
OA4
1,440
LOT#22
1670
0.04
1,336
LOT#54
1,800
0.04
1,440
LOT t
86
1,816
0.042
1,453
LOT#118
1,660
0.04
1,328
LOT#150
2,321
0.05
1,857
LOT#182
1,800
0,04
1,a4O
LOT#23
1670
0;04
1,33E
IOT#55
2,250
0.05
1,800
LOT A
97
1,801
0,041
1A40
LOT#119
1,999
0.05
1,599
LOT#151
2A05
0,06.
1,924
LOT#183
1,800
0,04
1,440
LOT #24
1,670
0.04
1,336
LOT 956
2,250
0,45
1,800
LOT
8
1,800
0,0a1
1,440
LOT #120
2,065
005
1,652
LOT #152
1837
0.04
1,469
LOT #184
2,250
045
1,800
L.OT#25
2,073
0.05
1,659
LOT, #57
1,800
OA4
1,440
LOT
9
1,800
M041
1A40
LOT#121
1,670
0.04
1,336
1 #153
1,803 1
0.04
1,442
LOT#185
2,250 1
0.05
1,800
LOT##26
2 069
0.05
1,655
LOT#58
1,800.
0.04
1,440
LOT
0
2,250
0.052
1,800
LOT #122
1,1670
0.04
1,336
LOT #154
1,811
0.04
1,449
LOT#186
1,800
0.04
1A40
>4
LOT#27
1,670
0.04
1,336
LOT #59
1,800
0.04
1,440
LOT
1
2,001 1
0.046
1,601
LOT##123
1670
0.04
1,336
LOT#155
2,339
' 0.05
1,871
LOT#t187
1,800
0.04
1,440
LOT #28 1
1670
0 04
1,336
LOT #60
2,250
0.05
1,800
LOT
2
1,652
0.0 8
1,322
LOT #124
2,171
0.05
1,737
LOT #156
2,324
0.05
1,859
LOT #188
2,226
0.05
1,781
LOT#29 1
1,670
0.04
1,336
tOT #£ 1
2,250
0.05
1,900
LOT#
3
1,660
0.039
1,328
LOT#125
2,171,
0.05
1737
LOT #157'
1,807
0.04
1,446
LOT#30
2,171
0,05
1,737
LOT#62
1,800
0.04
1,440
LOT'
4
2,158
0.05
1,726
LOT126
1,670
0.04
1,336
LOT#158
1,800
0.04
1,440
LOT#31
2171
0.05
1,737
LOT#63
1800
0,041
1,440;
LOT #
15
2,158
0.05
1,726
LOT#1271
1,670
0.04
1,336
LOT#159
1,800
0.04
1,440
LOT#32
1,670
0.04
1,336
LOT#64
1$00
0.041
1,440
LOT
6
1,660
0,038
1,328
LOT#128 1
1,670
0,04
U36
LOT#160
2,250
O,OS
1,804
OS 1
10,741 SF
0,247 AC
OS 2
112,666 SF
2.586 AC
OS 3
244,476 SF
5,612 AC
OS4
73,680 SF
1,691 AC
OS 5
71,396 SF
1.639 AC
OS 6
39,072 SF
0.897 AC
OS 7A
244,810 SF
5.620 AC.
OS 76
84,708 SF
1,945 AC
OS 8
5,604 SF
0,129 AC
OS 9
23,139 SF
0.531 AC'
Oslo
2,159 SF
0.050 AC
OS 11
1,831 SF
0.042 AC
OS 12
1,473 SF
0,034 AC
OS 13
2,112 SF
0.048 AC.
OS 14
1,002 SF
0.023 AC'
OS 15
1,759 SF
0.040 AC'
OS 16
2,187 SF
0.050 AC.
OS 17
835 SF
0,019 AC
OS 18
835 SF
0.019 AC
OS 19
835 SF
0.019 AC
OS 20
1,075 SF
0.025 A£
OS 21
930 SF
0.01 AC
OS 22
a3lo SF
0.019 AC
OS23
830 SF
0.019 AC
OS 24
830 SF
0.01 AC
OS 25
930 SF
0.019 AC
OS 26
1,002 SF
0.023 AC
0527
1,479 SF
0.034 AC
OS 28
835 SF
0.019 AC
OS 29
725 SF
0.017 AC
V a
�\
\
z
z
S
J
p
F--
'
�
a)
0
.0
Qo
v^^
I
3:
CL
Gz ',
n:Q�zz
0
o0
o
W o
o
Q
U
V1
ag
`F-
Q
T
=
V
E
V-
Q
m
tY.
O
I
° 8
O
zwrk
z
>
')
NOTE: AMENITY AREA WILL BE SUBMITTED AS A SEPARATE O
MINOR SITE PLAN FOLLOWING BOARD APPROVALS. O 2 a
v
LISPS NOTE T-
U
Z
O
7N C
yu
�V
X =
mo
� U
w 2
W�
C
y G
Z
0
TREFT TABLEO
a
$�
NAME TYPE LENGTH
ROAD A PUBLIC RESIDENTIAL COLLECTOR 3,069 LF
C
ROAD B PUBLIC RESIDENTIAL 848 LF
O
o c
70B NO.
ROAD C PUBLIC RESIDENTIAL 78 LF
LL
v, U
0 '�
ROAD D PUBLIC RESIDENTIAL 599 LF
H
44407
=
ROAD E PUBLIC RESIDENTIAL 596 LF
O
Z
(co U
SHEET NO,
WOODCREST DR PUBLIC RESIDENTIAL COLLECTOR 169 LF
a o
TOTAL 934,586 SF 21.454 AC TOTAL 5,359 LF r7
� E

i
SITE
SOLVALK
SIDEWALK
s
_. ` '• \ .. "'"",,.
,. � �' ' 1
h
/ry
1/4'/ft.
2,5'
���,..—Sto
2,5'
v4vft.
3:1 (MAX.)
3:1 {MAX.)
FI _
CUT OR LL
e 1/4'/ft.
Slope 1/4'/f�
.,
CUT OR FILL
xnow
. _.. ___.,......._ ,. a
ALL CONSTRUCTION TO BE IN
-
2.5' STANDARD CURB
ACCORDANCE WITH ALL TOWN OF
M
4
RESIDENTIAL COLLECTOR STREET SECTION & GUTTER
CLAYTON AND NCDOT STANDARDS,.
µm
NOT TO SCALE
SPECIFICATIONS, AND DETAILS.
M-
ROAD A
IN
OJOB
co o
NO.
44407
m�
SHEET NO.
s I
Q g
g
1
.E

w
3:1 (MAX,)
CUT OR FILL
3:1 (M
CUT OR
PH-=
VICINITY MAP
m
' \ �1
'RIPP
ROAD A
501' —PUB-06
- 70
m
IIY�Ojj
v,
�_
0
SCALE I "=60'
p
60' 1 of
E
c:1
%D 0
rr`4 E
u E
cn
11 lu ;10 11 u
LU Il 'o
oo
Q
z uj D Xal
V) u
ul)
E -IN-LIEU WILL BE PAID FOR ;� uj
LF OF THE STREAM CROSSING . . ............ 0
Ln z
DISCUSSED PREVIOUSLY U) 0
ITH TOWN STAFF. u)
C:) >
ro LLJ
E
­4
Ln M
uj
F—
N
vi
0
TONO2Nv /
CL N
PUBLIC UTILITY VARIABLE WIDTH p, 1 COI`4ST��UCTION EASEMENT 0
EASEMENT PRIVATE DRAINAGE 10sA
EASEMENT
14 > Lu
Lu
92 122 39
<
137
123 z
93 136 0
1� 1-1 DATE
124 3s
94
13,
0
125 2\ 33 DRAWN BY
13y99/
LAKESIDE DRIVE FF 126 130 E.ANGE
.. .......... . ..... .............. 96 142 DESIGNED BY
ds
97 143 S.HEIN
98 U.8
' \ ,. / \ \ ) ) -_ \ \ V�? 144 121& CHECKED BY
00 12 1� J. CHANDLER
SCALE
1" 60'
& x 101
� X 146
5 183
102 147
.11 % 184 \
No 83 103 185 Vil 148
\ x I \ 186
104 187sy? ,Na149
8
150
T
am0 17q
20'PRIVATE DRAINAGE
AVEN 173
172
171 \
NON
>
0 170 152 4)
\ \ a3 lo8 11� LJ 0
Q 169 4
uj ca
I 111RA
ujmw c �- 153 OF R <
\ 168 N
z (D
167 U)
U)NU) 0
CL
w w .66 1-1154 In
NZ 110 0
V< <
u
0
0
157 0
112
158 Z Lu z uJ 0
159
�°
­1751A 16o W
V
_\NN
U-) z V
co
16 )
16
0 cc
w
u
4)
U)
t,..j CL
116
20' 1 z
z
RIGHT OF WAY t-4 " 1:
it . 117 %_110 0
2- j 6� Z , _11%, rn � Ix
81 PAVEMENT 8' 0 CL (D
118 U)
z
TRAVEL TRAVEL'
LANE
LANE lig
uj
1L4M. 'fT. 1/4"/FT.1>, �-
cc -d SLOPE j1FT, SLOPE 2:1 MAX;?
u
6" ABc L 2 1/2" u-
SHOULDE J...4 r
SF-9.5A SHOULDER
<X,&\��Iw
ti
REAR LANE SECTION 0 a. 8
0
NOT TO SCALE 0 REAR LANE 1, 2,3,4
LW
U
LEGEND 0 Z
0
55' R/W T
CL
x
PROPERTY LINE RE
6" 5t 3' 27.0', B/B 3'
SIDEWALK _MDEWALK PROPOSED RIGHT OF WAY
2•5'
PROPOSED LOT LINE a) 0
1/4'/ft. 3:1 (MAX.) DRAINAGE EASEMENT
1/41/ft. 0�4/ft Stoc 1/41/ft
CUT OR FILL SANITARY SEWER EASEMENT
.. ...... ..... :
51 SCM CHAIN LINK FENCE
.. ........
x
(D 0
25 ROLL CURB TYPICAL RESIDENTIAL STREET SECTION
NOT TO SCALE
2
MMW r-1,C)CM 5
BASE UNDER CURB 25'GARAGE SETBACK
3.5' AGGREGATE STONE SIGHT DISTANT TRIANGLE
& GUTTER ROAD B. ROAD C, ROAD D, ROAD E, WOODCREST DR
Ivv r J-- u)
NEUSE RIPARIAN BUFFER
Z 9" THICK CONCRETE 3 -- - A LIJ
E
.4, >
t, 0
Knowwhars,below.
L

SAW-2017-00939 High Gate
Inbox x

Dailey, Samantha J CIV USARMY CESAW (US) <[e-mail]>

May 9, 2017,
2:19 PM

to me, Jennifer

Good afternoon Wyatt,

During our discussion last week the initial plan was to submit a Nationwide Permit (NWP) 29 Pre-
Construction Notification (PCN) for one (1) permanent road crossing and one (1) temporary water line
associated with the High Gate Residential Development project. The PCN provided on May 8, 2017 only
addresses the temporary water line, therefore, I will move forward with a non-notifying NWP 12 for this
portion of the project. In saying that, all future impacts (including this sewer line) will be cumulative,
assessed under a NWP 29, and should reference the Corps Action ID: SAW-2017-00939.

On May 8, 2017, the US Army Corps of Engineers, Wilmington District, Raleigh Field Office received your
e-mail, with attached documents, to install a 6-inch water line for the High Gate Residential
Development project near Clayton in Johnston County, North Carolina. Installation of the water line
would result in the temporary discharge of fill material into 0.008 acres of wetland and 30.53 linear feet
of stream channel. After reviewing the information submitted, the Corps has determined the activity
would be covered under a NWP 12 for Utility Line Activities and would not require a PCN, provided it is
accomplished in strict accordance with the NWP 12 conditions (attached) and your submitted
documents.

Any violation of the attached conditions or deviation from your proposed work scope may subject the
permittee to a stop work order, a restoration order and/or appropriate legal action. The expiration date
for the permit authorization is March 19, 2022 unless the nationwide authorization is modified,
suspended or revoked. If the nationwide permit authorization expires or is suspended, revoked, or is
modified, such that the activity would no longer comply with the terms and conditions of the
nationwide permit, activities which have commenced (i.e., are under construction) or are under contract
to commence in reliance upon the nationwide permit, will remain authorized provided the activity is
completed within twelve months of the date of the nationwide permit’s expiration, modification or
revocation, unless discretionary authority has been exercised on a case-by-case basis to modify, suspend
or revoke the authorization.

Activities subject to Section 404 may also require an individual Section 401 Water Quality Certification.
You should contact the NC Division of Water Resources to determine Section 401 requirements. This
response does not relieve the permittee of the responsibility to obtain any other required Federal, State
or local approvals/permits. Please let me know if you have any questions regarding this permit or the
conditions.

Thank you,
Sam

Samantha Dailey
Regulatory Project Manager
U.S. Army Corps of Engineers
Regulatory Division
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
[phone], Ext. Ext. 22
[e-mail]

...

[Message clipped] View entire message
2 Attachments

ZONE 2 ZONE 1
FOREST FORESTED
& DENSE
GROUND
COVER
20' 30'
ZONE 1 ZONE 2
FORESTED FOREST
& DENSE
GROUND
COVER
30' 20'
Y
FLOW
TYPICAL CROSS SECTION OF RIPARIAN BUFFER
NOT TO SCALE
WETLAND IMPACT
CONSTRUCTION CORRIDOR -
30' WIDTH
374.16 S.F.
pltfli , .
CONSTRUCTION CORRIDOR -
30.53 L.F.
30' WIDTH
RIPARIAN BUFFER IMPACT
ZONE 1
ZONE 2
CONSTRUCTION/CLEARING CORRIDOR 30'
1,823
1,306
WIDE
S.F.
S.F.
MAINTENANCE CORRIDOR 20' WIDE
1,214
S.F.
854 S.F.
1-8"x8"x6"x6" dRQS 1
2-8" GATE VALE \
2-6" GATE V�E%ES t
CI-129 --,- TTi
STA 23+28.05 (ST. "B")
HIGHGATE SUBDIVISION
PHASE 1
350.00
340.00
330.00
320.00
310.00
300.00
290.00
280.00
270.00
PLAN SCALE: 1" = 50'
�/rl // // / /, / / / /
62(DO�r13 DAN
DER/2(� �DTN J
/tEn
131-�'� GfyE'VA �� / // / / / / / l
gX}STIAG/
/// /PLOTW 6F F�Ai%MBLY 11
/i I I
4PA� [Ah E /UFF_f Et/ I�
/ t l
I ` ZQNP � FF Il I ARE RESERVED
IQ II{I (II�(/IM IAN Iu ` E�l l / I PO�FOR I r
�_ 1 j I FUTURE DEVELOPMENT
f \ \
I rl I I I t( \ �
O
�
� O
M O
1p O
'R Lo
O
LQ OM
toN
O
O
N
Lo�
�
O
M O
O
N ±
00
N ±
�
N N
r
N N
QO
N M
O
M M
N
M
t0
M
6i
M
200.00' @
—5.13%
4
0.00' @ 7.
8%
V.C. =
366.26'
K =
30.00
No-
O
0o�
ro
tp�
Op
Mtp
000
+M
ON
+t7
to04
II
+
N
II
J
II
J
Q
HW
it
Q
�W
Ua
�W
Ha
a
a
NATURAL GROUND
ROADWAY
CENTERLINE
ROADWAY
0
0
(PHASE 1)
CENTERLINE
d {
�O
cnQ
a
(no
W
0_
�
a
/
-
�-
1-131
A 0+44.50
N q
I
. IN-295.97
\
6" C90
PC 235 WATERLINE
(FUTURE)
O rn
N N
i
. OUT-295.77
\
_
(3' MINIMUM
COVER)
0+44.50
M N
N STA.
_ =
i
C-300.40
IIIV.
OUT-296.25
z z
o
TEMPORARY 6"
C900 PC 235
ATER LINE (PHASE
1)
z
z
(3' MINIMUM COVER)
z -
-
(NOTE: TO BE
ABANDONED/REMOVED
AT TIME 017
FUTURE WATER
LINE EXTENSION
00 1p
ONO
d�
00
OOi
O
7
M
O
00
00
M
M
M
N
N
N
N
N
M
M
0+00 0+50 1+00 1+50 2+00 2+50 3+00
STREET "H" - 50' PUBLIC RM
TEMPORARY
UTILITY CONSTRUCTION PLANS
(WATER ONLY)
FOR
HIGHGATE SUBDIVISION
3+50 4+00 4+50
350.00
340.00
330.00
320.00
310.00
300.00
290.00
280.00
270.00
TOWN OF CLAYTON - JOHNSTON COUNTY, NC

Burdette, Jennifer a [e-mail] via ncconnect.onmicrosoft.com

May 9,
2017, 4:53
PM

to Samantha, me

Wyatt,

The temporary utility line is exempt from the Buffer Rule if the maintenance corridor is less than or
equal to 10 feet in width and would not require written approval of the 401 water quality
certification. Your site plan lists a 20-foot maintenance corridor. A buffer authorization and written
approval of the 401 is required if the maintenance corridor cannot be reduced to 10 feet. You can find a
copy of the General Certification here.

Thanks,
Jennifer

Jennifer Burdette
401/Buffer Coordinator
Division of Water Resources - 401 & Buffer Permitting Branch
Department of Environmental Quality
919 807 6364 office
[e-mail]

1617 Mail Service Center
Raleigh, NC 27699-1617
(Physical Address: 512 N. Salisbury St, Raleigh, NC 27604 - 9th Flr Archdale Bldg – Room 942F)