20061804 Ver 33_Individual Modification_20200812

Staff Review
Does this application have all the attachments needed to accept it into the review process?*
r Yes r No
ID#*
20061804
Version* 33
Is this project a public transportation project?* r Yes
r No
Reviewer List:* Sue Homewood:eads\slhomewood
Select Reviewing Office:* Winston-Salem Regional Office - [phone]
Submittal Type:* Individual
Does this project require a request for payment to be sent?*
r
Yes
r
No
How much is r $240.00
owed?* r $570.00

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 Existing ID
r Pre -Application Submittal r More Information Response
r Other Agency Comments r Stream or Buffer Appeal
r For the Record Only (Courtesy
Copy)
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.
Project Contact Information
Name: Deborah Shirley
Who is subrritting the inforrration?
Email Address: [e-mail]
Project Information
Existing ID #:
20061804
20170001(no dashes)
Existing Version:
28
1
Project Name: The Village at Flowers Plantation -Harris Teeter Fuel #229
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.
aick the upload button or drag and drop files here to attach document
Flowers HT Gas Pump IP Mod_08-12-20.pdf 255.96KB
Flowers HT Gas Pump IP Mod Attach ments_08-12-
9.47MB
20.pdf
Only pdf or lm7 files are accepted.
Describe the attachments
or comments:
Individual Certification Modification Request, Certification #3766

Sign and Submit
W By checking the box and signing box below, I certify that:
• I have given true, accurate, and complete information on this form;
• 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")
• 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');
• I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written
signature; AND
• I intend to electronically sign and submit the online form."
Signature:
��afirrrf r't�x�
Submittal Date: Is filled in autorratically.

Environmental Consultants,
8412 Falls of Neuse Road, Suite 104, Raleigh, NC 27615 - Phone; [phone] • Fax: [phone]
sandec.com
August 12, 2020
S&EC Project # 6658.W49
US Army Corps of Engineers NC DWR, 401 & Buffer Permitting Unit
Raleigh Regulatory Field Office Attn: Paul Wojoski
Attn: Chris Hopper Archdale Building — 9th Floor
3331 Heritage Trade Drive, Ste. 105 512 N. Salisbury Street
Wake Forest, NC 27615 Raleigh, NC 27603
Re: River Dell Company, Inc., The Village at Flowers Plantation, Clayton, NC
INDIVIDUAL PERMIT APPLICATION
AID No. SAW-2008-01712; DWQ Project #20061804, Ver.3/Certification No. 3766
Modification Request of The Village at Flowers Plantation -Harris Teeter Fuel #229
and of Special Condition "L"
Dear Mr. Hopper & Mr. Wojoski
Please consider this letter a formal request on behalf of the Permittee for modifications to the
impacts to waters of the US/State with the addition of proposed Impact #22, along with a
modification of Special Condition "L" of the approved Individual Permit No. SAW-2008-01712
issued on April 22, 2010, January 9, 2013, October 3, 2016, December 14, 2016, July 12, 2017,
and October 4, 2019 and Individual Certification No. 3766 (DWQ Project #20061804, Ver.3)
issued on March 15, 2010, February 22, 2013, November 10, 2016, December 22, 2016, July 10,
2017 and November 5, 2019.
In 2010 during the review of the initial permit application, it was discussed that the project
engineer would not be able to provide a detailed design of the stream crossings. As such, it was
agreed upon by Jean Gibby with the US Army Corps of Engineers (USACE) and the permittee
that if the detailed design differed from the original design authorized, and the changes were
minimal, that the modification of the road crossings could come in for a final administrative
review. This request includes an impact in a new location (i.e. Impact #22) and the modification
of Special Condition "L".
Impact #22:
This impact was not included within the initial permit application. This proposed impact area is
within the "Existing Development" area and is an outparcel within the Flowers Crossroads
commercial development. Harris Teeter is within the "Existing Development" area of Flowers
Plantation and was constructed and opened in 2013. Per the applicant, over the past several
years, the growth and demand has generated the need for additional fueling stations in the
Flowers Crossroads area. The population within the Village at Flowers Plantation alone has
grown from 1,500 to approximately 5,000. Because Harris Teeter was already servicing the area
with grocery, it was determined a good location for the Harris Teeter to expand and provide a fuel
service. Harris Teeter looked at several sites, but this site was the only ne that met their siting
criteria.

A site meeting took place with Jean Gibby and Chris Hopper on January 24, 2020 to review the
existing wetland area and discuss the proposed fuel station. As a follow up to that meeting, Chris
Hopper provided two questions that would be necessary information for this IP modification
request. These questions are below with responses.
1) Please provide justification for not using existing undeveloped areas (avoidance and
minimization). I recall we discussed an optometrist moving into the area just to the west? The
curved lawn area just west of Harris Teeter may also be worth discussing.
The parcel to the west is to be Heartland Dental. It has been permitted by Johnston County,
bid and contract awarded for construction. The vacant lot to the west of the previously
referenced Heartland Dental has been approved for a McDonalds site. It has been
preliminarily approved, but not bid for construction. The next outparcel is the existing UNC
Med Site. The site immediately to the west of the Harris Teeter (i.e. the parcel piece with
the curved lawn) and it was determined to be too small based on shape. Additionally, it was
not the preferred option by Harris Teeter. Ideally, Harris Teeter want the fuel station site to
be in front of the store and off a major road. They selected the only remaining outparcel on
NC 42 in front of the existing Harris Teeter Building. There is a small undeveloped piece of
land immediately to the east of the Harris Teeter. It is also too small in size for the Harris
Teeter fuel station site and it is reserved for HT Grocery Expansion.
2) Below the existing stormwater feature the pipe under NC 42 has eroded and failed, as
noted on the wetland sketch you attached. Please explain why this modification wouldn't create
similar impacts in wetland areas immediately south of NC 42, or detail measures proposed to
mitigate the potential for future impact.
The pipe you are referring to is within the NCDOT r/w and it is being repaired/fixed/modified
with the NC 42 road widening project by NCDOT (R-3825B), currently under construction.
NCDOT is abandoning the existing 60" RCP and replacing it with a 66" Welded Steel Pipe.
The 66" pipe will extend about 13' on the upstream end and about 22' on the downstream
end. The upstream end is armored with 15 tons of Class B Rip Rap and 35 SY of Geotextile
Fabric (See Sheet 22 and Detail 53). The downstream end is armored with 48 tons of
Class I Rip Rap and 89 SY of Geotextile fabric (Sheet 21)
Table #1: Impact Modification Table
Previ usiv Approved Im acts
Proposed Impacts
Stream (LF) Wetland (ft2) Riparian
Stream (LF)
Wetland (ft2)
Riparian
Impact#22:
N/A
N/A
N/A
N/A
Perm:1,144
N/A
Temp: 343
Permanent = Perm; Temporary = Temp
Special Condition "L"
Special Condition "U currently reads as follows:
"The Applicant will make phased mitigation payments as listed in the table below. The cost of credits will be
the current price at the time of payment, not the current price at the time the permit was issued. No work
on any phase of the project shall begin until the payment for that phase has been issued.
Page 2 of 4

UPDATED & PROPOSED CONTRUCTION & MITIGATION TABLE:
Phase Number
Construction/Mitigation
Mitigation
Impact Areas
Mitigation Required
Payment Deadline
Provider
1 (complete)
1
EBX-I, LLC Neu -Con
108 LF of stream 105
12/31/12 (PAID IN 2013)
UMBI Howel Woods Site
2 (complete)
2
EBX-I, LLC Neu -Con
86 LF of stream 115
12/31/2016 PAID IN 2016
UMBI Buffalo Branch Site
EBX-I, LLC Neu Con UMBI
3 (complete)
5, 12, 18, 19 &
Cedar Grove Site & Cox II
21
82 LF of stream & 0.13 acres
Site & Wildlands Holdings,
of wetland
12/31/2019 PAID IN 2017
LLC Falling Creek UMBI
4 (complete)
3
EBX-I, LLC Neu -Con
159 LF of stream
12/31/2021 PAID IN 2017
UMBI Buffalo Branch Site
5 (complete)
6, 7, 8, 13 and 14
295 LF of stream
12/31/2025(PAID IN 2015)
NCDMS
6
11, 16 and 17
52 LF of stream & 0.007 acres
NCDMS & EBX-Neu-Con
of wetland
12/31/2027 (PAID IN 2019)
UMBI Hannah Bridge Site
7
9 and 10
0.096 acres of wetland
12/31/2029
NCDMS
8
22
EBX-Neu-Con UMBI
0.026 acres of wetland
12/31/2020
Hannah Brid a Site
In order to compensate for impacts associated with this permit, mitigation shall be provided in accordance with the
provisions outlined on the most recent version of the attached Compensatory Mitigation Responsibility Transfer
Forms. The requirements of these forms, including any special conditions listed on these forms, are hereby
incorporated as special conditions of this permit authorization".
The Flowers Plantation -Harris Teeter Fuel #229 within this modification request include Phase 8
in the above table. The proposed mitigation plan includes 0.026 acres of wetland mitigation. This
compensatory mitigation is proposed at a 1:1 mitigation ratio. The 1:1 mitigation ratio is being
proposed because of the low -quality wetland that exists onsite. This wetland has been impacted
by stormwater runoff and erosion through the years. To assess this wetland quality, an NCWAM
was completed. The NCWAM resulted in the hydrology function, the water quality function and
the habitat function all rating "low" and with an overall wetland rating as "low". Please see
attached NCWAM Wetland Rating Sheet and photos.
In an effort to follow current mitigation policies, the Permittee authorized us to contact private
mitigation banks seeking compensatory mitigation wetland credits. Requests for confirmation of
available credits were sent to Resource Environmental Solutions, Restoration Systems and
Wildlands Engineering, Inc. requesting wetland credits within the Neuse Basin-03020201 HUC. A
Statement of Availability request for wetland credits was sent to Resource Environmental
Solutions, see attached Statement of Availability letter with the sponsor of the EBX-Neu-Con
Wetland & Stream Umbrella Mitigation Bank, specifically from the Hannah Bridge Site for 0.06
wetland credits.
Previously
Reg uired
Currently
Reg uired
Neu -Con
Umbrella Bank
NCDMS
Riparian Wetland
N/A
0.026 acres
0.06
N/A
Fish & Wildlife Values (33CFR320.4(c)):
On April 1, 2020, S&EC conducted site assessments to identify potential suitable habitat and
preliminary surveys for the individual species listed on the official species list. This included
assessing the physical characteristics of the wetland, identifying the forest types and looking for
evidence of the listed species onsite. Additionally, S&EC completed a Self -Certification through
the USFWS and submitted a project review through the North Carolina Natural Heritage Program.
The results of the above was sent to USFWS on April 22, 2020 requesting concurrence of our
Page 3 of 4

findings. The USFWS has provided no response to our request. Per John Ellis of USFWS a no
response means that they concur with our findings. A copy of our report and concurrence request
is attached for reference.
We understand that these changes will require written confirmation to the permit conditions. We
appreciate your assistance in this matter.
Sincerely,
Soil & Environmental Consultants, PA
Digital ly signed by Deborah Shirley
DN: cn=Deborah Shirley, o=Soil & Environmental
Deborah Shirley Consultants' PA, ou=Wetlands Department'
ail=dshirley@sandeccom, c=US
Date: 2020.08.12 15:4433-04'00'
Deborah E. Shirley
Attachments:
1) USGS & NRCS Soil Survey Vicinity Maps
2) NCWAM Wetland Rating Sheet
3) Photos
4) RES SOA letter
5) NBRRO 03-057
6) Updated Overall Site Plan
7) Existing Conditions & Proposed Conditions
8) NCDOT R-382513-Sheet 21 & 22
Page 4 of 4

..............
. .........
i
TO0,�-
ly Vrs�
Location
Flo
_� any �� � • � ����,,
i
DR.
'NBC Ce�njt� for Geographic Iriformation & An 11 sis
Project Number: Map Title: N
6658.W49 0 1,000 2,000
Project Manager: Figure 1- USGS Map I I I I I I I
DS Flowers Plantation -Harris Feet
Scale: Teeter Fuel Station
1 1 000' Johnston County, NC
Date: Source: 2019 USGS Map Soil & Environmental Consultants, P
R412 F.1h d'Ne Ru.R&.n' M. Ucio,\C 1%13• Pp­(9i9) pfb W•F. (919)&159
07/24/2020 Flowers Quad.ba

c f. t ''
Tr, ` k1a13
' Pat) ~�
N
GeB - ces
NOA
reS
Site Location �.� now
r�
i 8b + MaB
Y`oD-
P�
'F wer Pad.
- - W
- Btu�-
' i Tn GeB AL -
J
+ fir'` `
MaR
CB PaD
B p .�-
k
Ur .: �ryA
r �] 48
r 1
i NC Center for Geo . rAc Informmation & Analysis
Project Number: Map Title: N
6658.W49 0 750 11500
Project Manager: Figure 2- Soil Survey Map I I I I I I I I I
DS Flowers Plantation -Harris Feet
Scale: Teeter Fuel Station
1 — 750' Johnston County, NC
Soil &
Date: source:Johnston County Soil )Environmental Consultants, P
R412 I.Wk M N'.' R -L x.a' M R.Wo. V C 2 / 15 • Pp�.r: M9) pf'"W • F.x-(919) glyw6
07/24/2020 Survey Sheet 2 _& .b

Wetland Site Name
Wetland Type
NC WAM Wetland Rating Sheet
Accompanies User Manual Version 5.0
Wetland 1
Headwater Forest
Date 1/30/2020
Assessor Name/Organization irah Shirley & Camden Br
Notes on Field Assessment Form (Y/N)
YES
Presence of regulatory considerations (Y/N)
YES
Wetland is intensively managed (Y/N)
YES
Assessment area is located within 50 feet of a natural tributary or other open water (Y/N)
NO
Assessment area is substantially altered by beaver (Y/N)
NO
Assessment area experiences overbank flooding during normal rainfall conditions (Y/N)
NO
Assessment area is on a coastal island (Y/N)
NO
Sub -function Rating Summary
Function
Sub -function
Metrics
Rating
Hydrology
Surface Storage and Retention
Condition
LOW
Sub -Surface Storage and Retention
Condition
LOW
Water Quality
Pathogen Change
Condition
MEDIUM
Condition/Opportunity
MEDIUM
Opportunity Presence? (Y/N)
NO
Particulate Change
Condition
LOW
Condition/Opportunity
NA
Opportunity Presence? (Y/N)
NA
Soluble Change
Condition
LOW
Condition/Opportunity
LOW
Opportunity Presence? (Y/N)
NO
Physical Change
Condition
LOW
Condition/Opportunity
LOW
Opportunity Presence? (Y/N)
NO
Pollution Change
Condition
NA
Condition/Opportunity
NA
Opportunity Presence? (Y/N)
NA
Habitat
Physical Structure
Condition
LOW
Landscape Patch Structure
Condition
LOW
Vegetation Composition
Condition
LOW
Function Rating Summary
Function
Metrics/Notes
Rating
Hydrology
Condition
LOW
Water Quality
Condition
LOW
Condition/Opportunity
LOW
Opportunity Presence? (Y/N)
NO
Habitat
Condition
LOW
Overall Wetland Rating LOW

Job #: 6658.W49
April 1, 2020
Individual Permit Modification Request: Photo Report for the Flowers Crossroads Harris
Teeter Gas Pumps
Photo 2: Top of wetland area

GO
- +,.,+j.l-S Y-; �, �u.-J� i1 Wr: .�:'r ':�-�'��=T..�'k„ir�.4 �` � �•r'�, � �_• "�� `ti •er, .
'-ki' ,.. w. .•`Y. ���'}lLC':�i-' �:.1,er .ram"1•. , •. '�� /d:� - w' .3�(,"
b'3: �"�.: �:- ii{.`s` ]��'.-i�'.'t�c ..�1 �:'.� 'ry'-T ■ •• .h,• i�.� Y1
• Vi�cc, r �r , ..
:rya s?�i�','I r",rA ;1:-.t'r{,.•• — . � �, r J�•"�:� - �AZ

Job #: 6658.W49
April 1, 2020
Photo 5: Bottom of wetland (looking north, towards Harris Teeter and adjacent to H]�L42)

fires
EBX-Neuse I, LLC Stream and Wetland Banks
Statement of Availability July 23, 2020
U.S. Army Corps of Engineers
Christopher Hopper
Raleigh Regulatory Field Office
3331 Heritage Trade Center, Suite 105
Wake Forest, NC 27587
Re Project: Village at Flowers Plantation -Commercial: Harris Teeter Fuel
This document confirms that River Dell Company, Inc. (Applicant) for the Village at Flowers
Plantation -Commercial: Harris Teeter Fuel (Project) has expressed an interest to utilize 0.06 Riparian
Wetland Mitigation Credits from the EBX-Neuse sponsored Neu -Con Wetland & Stream Umbrella
Mitigation Bank, specifically from the Hannah Bridge Site in the Neuse HUC 03020201. As the official
Bank Sponsor, EBX-Neuse I, LLC, attests to the fact that mitigation is available for reservation at this
time.
These mitigation credits are not considered secured, and consequently are eligible to be used for alternate
purposes by the Bank Sponsor, until payment in full is received from the Applicant resulting in the
issuance of a Mitigation Credit Transfer Certificate by the bank acknowledging that the Applicant has
fully secured credits from the bank and the Banker has accepted full responsibility for the mitigation
obligation requiring the credits/units.
The Banker will issue the Mitigation Credit Transfer Certificate within three (3) days of receipt of the
purchase price. Banker shall provide to Applicant a copy of the Mitigation Credit Transfer Certificate and
a documented copy of the debit of credits from the Bank Official Credit Ledger(s), indicating the permit
number and the resource type secured by the applicant. A copy of the Mitigation Credit Transfer
Certificate, with an updated Official Credit Ledger will also be sent to regulatory agencies showing the
proper documentation.
If any questions need to be answered, please contact me at 919-209-1055.
Best Regards,
Caitlan B. Parker
Resource Environmental Solutions, LLC
701 E. Bay Street, Suite 306
Charleston, SC 29403

State of North Carolina
Department of Environment
and Natural Resources
Raleigh Regional Office
!Michael F. Easley, Governor
William G. (Bill) Ross, Secretary
17 X;W
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Division of Water Quality
March 7, 2003
Sean Clark
Soil & Environmental Consultants, Inc.
11010 Raven Ridge Road
Raleigh, NC 27614
Subject: Neuse River Basin Buffer Rules
NBRRO 03-057
Flowers Tract 1
S&EC #01-6658
Clayton, Johnston County, NC
Dear Mr. Clark:
This letter will serve as confirmation of the buffer determination made by S&EC at the
subject property referenced by the Raleigh Regional Office as NBRRO 03-057.
On August 7, 2002, I conducted a site visit of the features involved in the above
referenced project as identified on the attached maps. It was determined that the features shown
on the Johnston County Soil Survey and on the USGS Flowers, NC Quad map could potentially
be subject to protection under the Neuse River Basin: Nutrient Sensitive Waters Management
Strategy; Protection and Maintenance of Existing Riparian Areas, Administrative Code T15A:
0213.0233 (NCAC .0233).
feature
starting point
1
flag BIG 135 (previously determined, SM)
2
flag T 200
3
not subject
4
starts off property (north of northern property line)
5
subject throughout property (buffalo creek)
6
flag BC 43B
1628 Mail Service Center, Raleigh, NC 27699-1628 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

feature
starting point
7
flag W 36
8
flag SC 162
9
flag JL 80.8
10
flag T 102.1
11
not subject until greater than 50' off property
12
starts at culvert south of Hwy 42
13
flag LC 141
14
flag S 07
15
flag LC 374
16
flag BC 122.1
18P
not subject
19P
not subject
20P
subject
21P
subject
22P
not subject
This letter only addresses the applicability of the Neuse Buffer Rules. For information
relevant to wetlands and other impacts, please contact the Central Office at 733-1786. Thank you
for your attention to this matter and if this office can be of any assistance or if you have additional
questions, please do not hesitate to contact us.
Sincerely,
!abv
Deborah Edwards
Environmental Specialist I
cc: John Dorney/DWQ
Johnston County
1628 Mail Service Center, Raleigh, NC 27699-1628 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

lllfllON
0
rm
250 ..�
a 3
1, Neal r
Cem
zss ® `�
£iatte
Cem
aso
O
Q �l
�C
r �
o�

El
SP a
ALB r
Be CeB : _ �T3'
Faif Fr \ � .� � tfaB ham•, j .� � � .-`
COB
Ita�i fi� Ma.4 s 3N -'r" CeSI r r
FaA
l '��: r� r_ '��a 4.'' s ' n` s.;'•,'`--^{` �ib�.a8['3 �fGA fVb4
{�-'Up�'\
t
.t

EXIST INS
DEVELd�MENT
$'a
4#221
mUl
E TINGE
DEVEL PMENT
= EXISTING DEVELOPMENT
PROJECT=
BOUNDARY
I
I4�i
1� R. �1
kf rJh�l
Fii 1]YYNLI F mA
JJ.jb W� Fit W�
Fit mqu v S JW3 LLi
Ju• J ••IJ
1 LIF_'}• LL mmn
L•uv�
L . bb*XL
&. MgUa
L . i,WCL &M IJMIS
YM E.ILKL Yi mld pL1
Fri ISL U�
.•
b"o n
iLF
I
liq 14
lid
'r
..L.
VA 4j.4
.01 26 8142
43LV
.2wh rat
*.
T
A" 4e�%
+414 YjA4
- - 59a5
33ms
.: rat
::.s.
'At Y'.4
3!ku
:cDl
41A nfd4
34a
:.a4 La*•
-
YjA4
'IA
MA MA
WA 4625
- - WA
MA
I A4 Incr~
-..
MIA
)IA
Napa MA
40 Id5
WA
INA
>4A4 MLrLL'o-
Aix
jo
SSI
S2 SJD
WA M A
-393
tau
-7A L
472R
MIA
IMF(+,
Napa MA
;D V.•:
.d34
45L2
.aAI& LW,•rw
473R
0)
Y00
dS 543
WA
.41 b !•KS4
2.1m
1.2) LW. L&W
47�
3&
6)
50 n8
54)
- - %A4
4A
I A4 La*-
a77
MIA
)IA
MA 4A
40
- - % A4
4A
I A4 I —Vglt
43M
MIA
)IA
MA 4A
Es
'A4
4A
VA In
479t
MIA
)IA
NA 4A
1
% A4
4A
>4A4 MLrLbw
410
MIA
)IA
45 -
WA
1,522
M4 La,•rw
J2 ]
33
028
82
Iffi
3.4�i
'. f16 L.• }k}
-2 2
'1 •.4
INA
NA
30
' '.ri
Y •.4
'.ri
232
= {a IZ S7A&Y
M.242
SCALE: 1 " = 1000'
0 1000 2000 2500 3000
EXIST 1
DEVELOP'
#8-DONE
NO
.....•..•..•..
... ...........
:..............
.............
.........................
. .a::::•
:.i
:. ............
..
. .............
AT
.. •........... ..
.
'•'•'•'•'•••.
.....................
x.�i. .
... .
..'. ...........
e.o.�..� i.......•.'.•.'.•.'...
.wv ........
It6. iECT
( :QQ•ll:Ni3T
; {{
.........
............:.:
..........
LOP `1�1
t 1, 42 :- .T....'..'..'.
NC =
`:; `�►uu�l NEW #22 _
. �♦.
......................
i
. .- •-. - � iiiiiiiiiiiiiiiiiiiiiiii.
-.., :. • � :iiiiiiiiiiiiiiiiiiiiiiiiiii.
f� \
CJ
••'i'itiiiii 'itiiiiiiiiiiiiiii'ii.. \\I
m
N
THE VILLAGE @ FLOWERS PLANT AT ION
JOHNSTON c(Mill, K
OVERALL SITE PLAN
REV 1SED 815120
UUMNU
STOCKS ENGINEERING, P.A.
PHONE [phone]
FAX: [phone]
MOBILE: [phone]
801 EAST WASHINGTON STREET
PO BOX 1108
NASHVILLE• N.C. 27856
C-01

FLOWER
PII
TOPO SURVEY
FOR
FLOWERS PLANTATION
COMMERCIAL
WILDERS TOWNSHIP, JOHNSTON COUNTY
NORTH CARO LI NA
APRIL 14, 2020
NC HWY 42 E VARIABLE WIDTH R/W (PUBLIC)
��\\\IIIII////
Z.• e � .�
SEAL = -_
L-3990 = —
0 30 60 90
SCALE: 1 "=30'

INV T-288.41
/ INV IN-288.24� \ j
INV our-288 of FLOWERS COMMERCE DRIVE /
/
/ FH
LP WV
-/ 2 9-3 /
ELEC
13
coo El z / o o D o 0 0 0 0 293.06 ME
i 292.58 ME 291.55
291.28 \
/ ELEC 292.37
/ LP �lq 291.21
291.21 _ -
/ O�I� \ 291.30 292.17 ME
291.70 ME �2�
-�97� A
o
/
AL-
290.77
291.22
_
yy
/
n
z
-
/
�97
-I
WETLAND
/ 2 ELE
Ii
<
m
Io0 0 °*���---,,,,,,III
X x
/ "
I X
IMPACT
\
#22
P
289.85
I
x
PERMANENT WETLAND IMPACT
--
290.22 ME
I I
T /
(0.026 AC OR 1,144 SF)
- - 9 -
logo 0 *61
I
290.15
11/
� \ I
�\ \ v
/ GO
I M PACT #22
1 �
1 T
NORTH
W l
LEGEND
WETLAND
(0.041 AC OR 1,793 SF)
XxXxxxXx
X X
WETLAND IMPACT
(0.026 AC OR 1,144 SF)
X X X X X x x X x " " x
TEMPORARY WETLAND IMPACT
(0.008 AC OR 343 SF)
- -
�g0289.93
-
-
�/ �90 290.20
LP
288.64 ME
�� � �
cb
289.37
/
289.38
290
EX -ROW EX -ROW ELEC
X-ROW
-
288.70 TW 289.84 TW ��
'� ' 283.06
_
_ - - - LPtt LP
V
288.45 BW 285.32 BW
MOP
X
-�'
282.62
X X
BW
_ SIGNO
\ -
288.85
PUMP Cr TEMPORARY
\
� A
�
� Fo �
WETLAND IMPACT
�
287.61
.61 TW
�
- -77'-
� �
-<
282.46 BW
r
NC HWY
42 E VARIABLE WIDTH R/W (PUBLIC)
EX -ROW
EX -ROW
M.H.
TOP
IN 28
--our
HARRIS TEETER FUEL #229 - FLOWERS GRADING EXHIBIT
Kimley))HornPHONECARLO TE333 RTHCPEET RO SA 2820002020
�HARLDTTENDRTH�RDLINA28202
DATE: 06/26/2020 SHEET 2 of 2
THIS DOCUMENT. TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN. AS AN INSTRUMENT OF SERVICE. IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES. INC. SHALL BE WITHOUT LIABIUTY TO KIMLEY-HORN AND ASSOCIATES. INC.

DocuSign Envelope ID: 99419253-D1E3-4D3D-8824-3FD5D89E6513
00
C)
C)
0
C)
0
Q
J
DETAIL 96
LATERAL BASE DITCH
( Not to Scale))
lo
Natural Fi
Ground `3'I D 3'� 1'iFt. Sllo e
d p
GEOTEXTILE B
Min. D = 1 Ft.
Max. d = 1 Ft.
*When B is < 6.0' B= 4 Ft.
EST. DDE=115 CY b= 3 Ft.
Type of Liner= Class B Rip -Rap
/ FROM -L- STA. 228+00 LT TO -L- STA. 229+72 LT
I
DETAIL 97
LATERAL BASE DITCH
( Not to Scale)
Natural
Ground 3'I D 3'1 1' Ft. Siplo e
d
GEOTEXTILE g
Min. D = 1.5 Ft.
Max. d = 1.5 Ft.
*When B is < 6.0' B= 2 Ft.
EST. DDE=276 CY b= 5 Ft.
Type of Liner= Class B Rip -Rap
FROM -L- STA. 228+60 RT TO -L- STA. 231+10 RT
DETAIL 100
LATERAL BASE DITCH
( Not to Scale)
Natural
Ground ?'J D`IOt`gS 1' Ft. Sllope
d
GEOTEXTILE B Min D= 2 Ft
Max. d = 4 Ft.
EST. DDE=14 CY B= 8 Ft.
Type of Liner= Class I Rip -Rap b= 5 Ft.
A A:— 7 G' TI..:—I,
REBECCA D FLOWERS
DB 1001 PG 389
P1CTA11 An
TOE PROTECTION
( Not to Scale)
FILL
NATURAL F�P��� SLOPE
GROUND d
GEOTEXTILE
d = 2 Ft.
Type of Liner= Class B Rip -Rap
FROM -L- STA. 229 + 69 LT TO -L- STA. 231 +09 LT
FROM -L- STA. 231 + 16 LT TO -L- STA. 233 + 03 LT
0
z
0) O
W
m �
N
z
N
I�0 j1
REBECCA D FLOWERS
DB 1247 PG 634
PB 73 PG 350
DETAIL 95
SPECIAL BACK OF CURB CUT DITCH
(NOT TO SCALE)
NATURAL
GROUND — — — — b —
6 = 9.5 Ft. D
Min. D = 1 Ft.
FROM -L- STA. 233+23 LT TO -L- STA. 234+50 LT
SPINDLE
205.11'
r►
N
.e
I4
Z
i
O
� N
Is
c0 U-1
00
SPINDLE
TRAFFIC DIAGRAM
(VOLUMES SHOWN IN 100'S)
2018 ADT
—Y1213- 2040 ADT
PINEVILLE BLVD
18
30
1 11
4
NC 42 26 NC 42
126 109
223 201
DB 1247 PG 634
PB 73 PG 350
Prepored by
U — La
URS Corporation - North Carolina
1600 Perimeter Park Drive
Morrisville, North Carolina 27560
TELEPHONE [phone] FAX [phone]
NC LICENSE a C-2243
S 80'33'15" W
316.15,
PROJECT REFERENCE NO.
R -3825B
RAW SHEET NO.
ROADWAY DESIGN
ENGINEER
CAR 0Z
` �; ofFSS•/o•. q
Docu ig4N by:
40ACECAFIFA A ..70
fNiG
0LEW4 ;;IN
1 118 11111111111B/9/2018
SHEET NO.
2/
HYDRAULICS
ENGINEER
,,44o��� CAR 0I��,.
.` S S•/0 ' •. 9''.♦
9Rocusiv-i by:
�►,.u��� EAL _
OF9BBACIED 7863
••' FiVG IN
E� ''
D11111B10AN/2018
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
CB -
r�
LQ
LQ
Q)
Q)
Q)
C)
Q
J
FOR —L— PROFILE SEE SHEET 32
FOR —Yl2B— PROFILE SEE SHEET 35
FOR—DRWl3— PROFILE SEE SHEET 39
FOR—DRW14— PROFILE SEE SHEET 39
FOR CONC.ISLAND DETAILS SEE SHEET 2B-6

DocuSign Envelope ID: 99419253-D1E3-4D3D-8824-3FD5D89E6513
001
-0
LC)
CV
33
c�
i
0
i
n
i
3
__0-
O �
CV 0
m
T 23 W
SHEE
W
SEE
1 7 z
A.
� 9 +00000
3 _ STA 11 \ REBECCA D FLOWERS
NE Y I DB 1247 PG 634
Iv L �►
MATOHL
o N ,�
TOP=2 �
N �,GO
O117 �z = 2'- ,A 1 1 1 o� 1 \ m r C0
- C) OUTLOT, LLC a_ RET IN 1 \ 11 \\ '1 '
�� ,�B Pie II�PGG3 S ao
_ , -1 \ J o
12" HDPE 4Q I �'Il 0 U
w - - ---Y-f3- +9D:60-
7 LT 95.09 RT
1 0
FL WEFRI I PLANTATION COMMERCIAL LLC r� \ 1 5" M NOLITHIC ISLAND Q o
WII \ DB 4121PG 898
`PB 79 PG 130 la° RAP /
C
IA RETAIN _j�o F �/ � 2A C & 1 1 ' 1' ' \ Ln
D IZQ RETAIN &G RE 0= 1 1 1 \ ���
I RCP ��� ��- +10.0 \V ` \ 1 (
65.00' RT � o; 55 eg8' W� o r l 1 1A a S \ + 3 -Y13- +85.00
5T a 1 F 1 4 47.50' LT
�11 I g %5 ba 43 I 1 75.00' LT
Ln
8 °20'15° W I 'j� -1 z• +60.00 �� _I 1� ��p 0
I o �_ _� �� • DI +� 1 1 1 1 1 a?
-D � m BEGIN C&G
C _ /�'�� 4�+�41 111 1 ,11 1 \ 1 + 15.09 SPECIAL BACK OF
G+ \ 1 1 1 1 1 3 �4 CURB CUT DITCH
+3 SEE DETAIL 105 J
T RETAIN 1 \ \ 1 1 GI 2201 -YI3- +04.00
�- -� Y13 +88.00 1 0; S 62.00' LT
/Q) RETAIN 49.00' RT Oro \ 1 1 �\ n T 47.50 LT �R C) 1 \ 1 =\\ \9 ^n S-0 -7 '36'10' E 50 P
1
SPECIAL CUT DITCH
SEE DETAIL 103 -L- +50.00
Ex. /W CO LT
REBECCA FLOWERS FINCH
C DB 1420 PG 262
REBECCA
D. FLOWERS
DB 1789
PG 784
-L- POT Sto. 257+50.00
i
- - --
c1+., ,'1 _L7n OQ
TQjE C`T R
+ 50, 00
REBECCA FLOWERS FINCH
DB 1158 PG 421
Prepored by
PROJECT REFERENCE NO.
SHEET NO.
U La
R -3825B
22
R!W SHEET NO.
-
URS Corporation - North Carolina
ROADWAY DESIGN
HYDRAULICS
1600 Perimeter Park Drive
Morrisville, North Carolina 27560
ENGINEER
ENGINEER
TELEPHONE [phone] FAX [phone]
NC LICENSE - C-2243
"���1�,
D
� A ��,
,,`"1�IFF11 ,
,,� (� A D
%
Do^cu§!Qn O^by: •: =
�fd�ocuSigrl��by:-
Da�D�
��`cll��(AL =
QdA%untE
p�,CECAF1F24;4"�.! 0 •F9BBC4EC79'47863
:�.
.a•
,fjjil E:1[►1 8/9/2018
11f,11,Ii1:lilt ON
�/9/2018
DOCUMENT NOT CONSIDERED FINAL
\
UNLESS ALL SIGNATURES COMPLETED
` DETAIL 104
SPECIAL CUT DITCH
( Not to Scale)
Front
,s n,N Air, N of Ditch
z �
113 N ISFD S32° a
REBECCA FLOWERS FINC� \ /
DB 1235 PG 444 Lo
5�^O + \ \\1 1 O DETAIL 109 DL IAIL 53 DETAIL 101
j QJ \ \ 8 MO 2- _ 75_00' LT SP L LATERAL 'V' DITCH TOE PROTECTION SPECIAL LATERAL 'V' DITCH
o Scale) ( Not to Scale) ( Not to Scale)
1 ISBK 1 1 I -YI3- +10.00 -A o�
- o I Bus 1 0 93.00 LT ♦ _ FILL
BST 1 I 4 1 $ -Y/3- +20.00 Natural �'\ NATURAL SLOPE Natural �•N ogt Fill
TOP=293.72' CB 1 2, 91.00'LT Ground 3.1 D Slope GROUND d Ground 37 D \O�� Slope
105 1 03 a -YI3- +16.80 GEOTEXTILE
9 ' L d = 1 Ft.
CAB m FP DRUGSTORE -YI3- +28.00 204 e I
-Y/ - +/4 -M- (-I1�in-D Ft. Min. D= 1 Ft.
OU PARCEL LLC 49.00 RT R S I 1 6� ' I
RETAIN DB .476 PG 245 1
-Y/3- +/3.33 REM VE \ 1 s) 12.2 47.50' LT �' L Type of Liner= Class BRip-Rap
_ \\ PB �79 PG 130 I 6/.00 LT I -L- STA. 2 5 2 + 5 0 LT TO -L- STA. 254+70 FROM -L- STA. 250+40 LT TO -L- STA. 251+00 LT
1 1 1 \ 1 -Y13- +48.00
+ N \\ -L - 20.00 \ S� 49.00RT �80.00 LT
s\\ 95.09 LT 1 J�// 11 - j l L
S \ 24"0E&G 6 I +g6�1 - +62.49U BUS
EST.5 TONS BASS B RIPCCRA�Pr _ _
�V EST. 14 SY G ILE .TI 6 I L LT58.0U' LT./APPROX
�1 L T 20 CAAC UNDE NeT _ N - - + 42.83' LT
- - + ANUXLANDSCAPE BUFFER / 6 4 E 4 .50' LT
-YI3- +65.00
(? ' 80.00' 60.0 I PB 79 PG 235 T �� 4 43.00' LT 65.00 LT _yl3- +84.
NCB HW WW Q 24" C&G 7 Q BST PCC Sto. 23 +1 a3 2 4 c II 43.00 LT
- q=281 76' w c 1 (� BST -L- + 5 80 Q 1 Q 2S -I0 58.00' LT
/ RETAIN \ - r c
' I CLASS B RIP P / I
TOE PROTECTION-L--+49.00 2 1 2 + - - •+4 00 -L
1 EST. 10 TONS CLASS B RI, WOO LT Q 7 • , L 80.0
PIA1 -L- STA. 242 + 23 LT TO -L- STA. -242 + 50 LT
OW O L \ 250+00 1 66 PERCY FLOWERS STORE LLC
170' MEDIAN r, nn DB 3486 PG 39
- - +
1•Xil1IKANbI11,11N t II
• m `�
•
.. 1/ RIW
0 0 1 U 1
[ O ( WELL
D: 1 : 11 [
D1
72.4 .d�`-C?Acl
•�I II .III
d 1 ,
A I Q, f O
® o eWELL ®� ..
75X LT
.00
I11
f 1 r I I :III �; ■ • !► [ : ;LD
RETAIN
• : ' •• 1-'/ ' r 1 1 •
�►.•f1�r�•t� • ,,� /y..f •VR� CW.. I . -•• II • 11 • r I . W!1 � I
• ,-�fr 1rd1I1, ,r�•���li�ir�ri7S�^� . *\1� S ��r !s����� :�I ij / ill
, ,I • • ■ 1 /,` _-t►��___-
• ■ L' ,.,� S • _1 [4r` • • '�■/C^•f:a�!'X \Illi <(i :► r1�.+7 ,• • 1, e
E1•Y J/j' 4 11'' 7 A ' 111 I� ,ir`.�1.. _ r �1��D.
_ _ ..I fi, a•••
• •' �� �� • , + • • . �� ji ' "�[^ ` ■ � ���I� • I II �'� 1�1% �� - = ���/ �! • �� L�IY • ■WALK
Natural CP. N e< Slope
Ground S� ;7 D F\a
O
0
O 0, Min. D = 1 Ft.
o
�
FROM -L- STA. 25 +25 RT TO -L- STA. 255+50 RT
TAIL 108
SPECIAL LATERAL BASE DITCH
( at to Scale)
Natural Fill
�•'\a'�tet
Ground ?7
Slope
D F
LB Min. D = 2.5 Ft.
B = 2 Ft.
FROM -L- STA. 251+13 LT TO -L- STA. 252+50 LT
DETAIL 103
SPECIAL CUT DITCH
( Not to Scale)
Front
Ditch
Natural b'1 Slope
Ground 3 j
D
Min. D = 2 Ft.
FROM -L- STA. 254+70 LT TO -L- STA. 257+50 LT
108
108
REBECCA
FLOWERS FINCH
DB 1368 PG 792
107 REBECCA FLOWERS
FIN
H
DB 1306 PG 428
255+00
REBECCA D FLOWERS
DB 1247 PG 634
2' SPECIAL LATERAL BASE DITCH SPECIAL CUT DITCH
SEE DETAIL 103
+
SEE DETAIL 108 _ _ +46.00
90.00' LT
E SPECIAL ATERAL V-DITCH END C&G
bttC
C � +b7.06 C
E
_ _IUY
_�
<
L 0
_ t
r O
� O
t
O
�IIN73ii��C�IiT.* ff•:'s= -;r.� IIr "':LQ✓ , �cs7 [•I►�i�■7 �t�/ �„ t'y_.hal?�►� ��� 1 1 ��r�GL� �i s�
Jai QI L.s - rs'Lr• _7�=�'_ _ - .-s '•liii'. Ili' t� ��
Miff 21�2&1 WIn
M
IN
■ 1 j MESA
y�y� �!i nfi
Elie 1Kiln W
■; � r . --LWM
=cs �' - _ �• .��� ■.• �` �� ••��°� ���A�R'L� II 1 ����■'7�L JCS- ■ �
t.7\ ��� - _ • 7T��' .tom�iell'TiT71�1��Alliv. �; - -- - C, • -
To
-� •� • - �- -jL'• lid_ \�/i , ��._ c�lal`ii�i�►'71��.'• "�. .�frdTs:Ell_ �Vr►-]I,, =
SI
nFqwnf'sk=!
PER
�I • :N 7dilr.,�L•. a ,\`�11• • �•J/ �V� - ���■ , ��IIii�a.L� :.• 1 .n �.�[1Zi;l.� ♦ 1 al" I I- , f • _ 1 `
- I
,.v• • fir. ■�.
1 �l�lii,iC•liiT. i F ��� ., • .,al`�_7E� ► r IE
��• I 1
►;, ire �f�•.�,- .._.��. ��'��� � '�� . '��'''.. •�
- �► �y� ll !Na
.�■� oE'!!c►E1��711• �y� • ; 50.m - .� �•I 11 . •I 11
2S EC FEN
[, + ��i��, ; r►�� 1 It] I' ' I I �1 : 1 . • : r11 II I I •III : •III • [ : ' [ 1 •
NEW
:III - 111- 11.1 o.,-�- III ,� .:III .. •
BK
87.00'RT 81.4U'HI 60.00, LT
11 11� •' Q �I I A r TRAFFIC DIAGRAM
EST. 3 TONS CLASS B RIP RAP
con .>d1+ONKr* �t�t ?MF •
1 SY GEOTEXTILE :III iiI Ii5 j' • • • 1 1
CLASS B RIP RAP
I TOE PROTECTION
' "'EST. 33 TONS CLASS B RIP RAP I I I 113 z 101 2040 ADT
�WA-EST. 74 SY GEOTEXTILE L - POT Sto. 245 +70.36= I< I I _ 206
2 SEE DETAIL 69 -YI3- POC StO. 24+6/.09 I 1 III N 74* 5 ' 00.4° E REBECCA D FLOWERS POND o
{l� II I I� _ ,1p DB 1235 PG 444 WF=�86°0 I WA z -YI3- +38.00 I I 32 16
100 56.50 RT \ II I i "� 33
/q3 O -YI3- +90.00 c �'�'I 111 I II � • , „ -YI3- BUFFALO RD bb
T3 REBECCA D FLOWERS 50.00'RT .I I \\I I I N 78 13`7 POT Sto. 11+02.5/ l Sto 18+39.59 PI Sto 25+88.52 PI Sto 3/+24.97 INC 9 INC 42
�r I - RW 2l - _ rr � ,r � rr 109 79
M, DB 173 7 PG 50 I 11 I - 0. 04 /9.2 (RT) � = 9 02 35.1 (RT) � = 8 37 25.4 (LT
�4_ PB 73 PG 350 P/ Sto. 10+46.97 „
201 152
FOOTB IDLE � I II 112
-�--DRW2/- POT Sto 10+00 00 = I I O = 0 00 27.4 D = l 38 47.1 D = l 38 47.1 24
_vi �_ Qnn c+ 26+89 48 c `� I � REBECCA D FLOWERS
L = 947.47' L = 549.25' L = 523.78' 9
-UrTVV LL -
-Y/3 - PG
FROM -L- STA. 241 + 86 RT TO -L- STA. 242 + 63 RT
I
r
0
r�
°o 0
DETAIL 69
TOE PROTECTION
( Not to Scale)
F\
Natural 31 o�S\0
Ground I-1lo
�d
d = 1 Ft.
6= 5 Ft. Geotextile
Type of Liner= Class B Rip -Rap
0• • rn -YI3- +50.00 31 15
-YI3- +00.00 X 11 I °' I 75.00' LT DB 1789 PG 784 T = 473.74 T = 275.20 T = 262.39
67.00 RT -0 I I I` I X I R = 753,976.63' R = 5,480.00' R = 3,480.00'
CI \
e = NC e = 3% e = 3% 86
60.00 RT rn I I I =i 150' TAPER LT 153
-YI3- +25.00 I X I I _ I I I m TURN LANE Runoff = 138' Runoff = PC 138'
70.00 RT I �1 02 R O E +28.81 POT Sto. 11+00.00 Runoff = PT 108' SR 1003
60.00 RT � I I I II 4
OT Sto• 10+00.00 =
Sto. 27+92.3/
n
�OOo00 SEE SHEET 2
MAT CHLINE -YI3- STA. 28
DETAIL 105
SPECIAL BACK OF CURB CUT DITCH
(NOT TO SCALE)
NATURAL
GROUND
3.7 D b.�
.
Min. D= 1 Ft. EST. DDE=52 CY
FROM -Y13- STA. 21 +00 LT TO -Y13- STA. 21 +50 LT
DETAIL 55 a
FALSE SUMP �
( Not to Scale) Lo
o
Outside Ditch �2 0.�
Traffic Flow ��•� 20:7
E S
S = Ditch Slope Proposed Ditch
FOR -L- PROFILE SEE SHEET 33
FOR -YI3- PROFILE SEE SHEET 36
FOR -DRW2I - PROFILE SEE SHEET 40
FOR-DRW22- PROFILE SEE SHEET 40
FOR CONCJSLAND DETAILS SEE SHEET 2B-6
EXISTING SIGNAL
(SIGNAL MOD. REQUIRED)