20221036 Ver 1_More Information Received_20220807

Staff Review Form
NORTH CAROLINA
Envlronm¢ntcl Qvofiry
Updated September 4, 2020
Staff Review
Does this application have all the attachments needed to accept it into the review process?*
Yes No
ID# *
20221036
Version* 1
Is this project a public transportation project?*
Yes
• No
Reviewer List: * Colleen Cohn:eads\cmcohn
Select Reviewing Office: *
Raleigh Regional Office - [phone]
Does this project require a request for payment to be sent?*
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: *
For the Record Only (Courtesy Copy)
New Project
Modification/New Project with Existing ID
More Information Response
Other Agency Comments
Pre -Application Submittal
Re-Issuance\Renewal Request
Stream or Buffer Appeal
Pre -Filing Meeting Date Request was submitted on:
6/30/2022
Is this supplemental information that needs to be sent to the Corps?*
Yes No
Project Contact Information
Name:
Wyatt I brown
Who is submitting the information?
Email Address: [e-mail]
Project Information
Existing ID #:
20221036
20170001 (no dashes)
Project Name: Packing Plant Road
Is this a public transportation project?
Yes
No
Existing Version:
1
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
Yes No Unknown
County (ies)
Johnston
Please upload all files that need to be submited.
Click the upload button or drag and drop files here to attach document
Packing Plant Road Subdivision - Septic Layouts.pdf 1.52MB
Only pdf or kmz files are accepted.

Describe the attachments or
comments:
I have attached the onsite septic layouts designed by the soil scientist. They show no impact to wetlands or
Neuse buffer.
thanks
Wyatt
Sign and Submit
By checking the box and signing box below, I certify that:
• I, the project proponent, hereby certifies that all information contained herein is true, accurate, and complete to the
best of my knowledge and belief.
• I, the project proponent, hereby requests that the certifying authority review and take action on this CWA 401
certification request within the applicable reasonable period of time.
• I agree that submission of this online 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:
Submittal Date: Is filled in automatically.

DANIEL J. BLILEY
SOIL AND LAND USE CONSULTANT
614 SOUTH SECOND STREET SMITHFIELD, NORTH CAROLINA 27577 [phone]
August 3, 2022
Mr. Cary Chandler
RRT DEVELOPMENT, INC.
P. O. Box 190
Clayton, North Carolina 27528
Cary:
Attached with this letter is a copy of the subdivision plat for the Packing Plant Road subdivision
located on the north side of Packing Plant Road about one-half mile east of the intersection with Black
Creek Road. Shown on the plat are proposed house sites and septic drain field site for lots 21 through 30
and 35 through 37. The drain fields (including repair areas) are sketched within soils areas boundaries
that were identified by field investigations conducted last year.
The initial drain field trenches are shown by green dashed lines. Areas for repair drain fields are
designated. If necessary proprietary measures for reductions in trench requirements can be employed
for repair systems. This can include the use of T & J Pane! Block Systems for a 50 percent reduction in
trench requirements.
This sketch plan demonstrates that the lots can be developed without impacting wetlands or riparian
buffers. Please call me if you need to discuss this in more detail.
Sincerely
Licensed Soil Scientist
SOIL ••MA PING • SITE INVESTIGATION • LAND RESOURCE DATA EVALUATION
LicenJecl Soil Scientist

PACKI/VG PLA/VT RD.
VICINI T Y MAP
SITE INFORMATION
SITE ADDRESS:
\
\
3180 PACKING PLANT RD.
SMITHFIELD, N.C. 27577
TRACT ACREAGE:
NUMBER OF LOTS:.
LINEAR FOOTAGE OF STREETS:
AREA OF PROPOSED STREET R/W:
ZONE:
PIN#
TAX ID:
REFER TO: DB 6196 - PG 107
MINIMUM BUILDING SETBACKS:
38.00 Ac.
38
2,909 LF
4.36 Ac.
FRONT:
SIDE:
REAR:
SIDE STREET:
MINIMUM LOT SIZE:
EXISTING USE:
PROPOSED USE:
IMPERVIOUS AREA STREETS:
IMPERVIOUS AREA PER LOT:
TOTAL IMPERVIOUS AREA:.
R-A
167300-00-3664
15110014E
40'
15'
30'
20'
30,000 S.F.
RESIDENTIAL/AGRICULTURAL
RESIDENTIAL
1.95 ACRES
3,800 SF (3.31 ACRES TOTAL)
5.26 ACRES (13.8% OF SITE)
NOTE: STREET LIGHTING TO BE PROVIDED BY DUKE ENERGY
O WNER/DE VEL OPER:
RRT DEVELOPMENT, LLC
5212 H W Y 70 BUSINESS
CLA YTON, N.C. 27520
P.O. BOX 190
CL A YTON, N.C. 27528
CONTACT: CAR Y CHANDLh
PHONE: [phone]
SHEET INDEX
N/F
OLIVE
166300-71-91,411
3 3901 PG 285( _,I
S 88°13'04" W
176.83' (TIE)
N/F
HANSLEY
PIN: 166300-80-9250
DB 1796 PG 484
CE-01
CE-02
CE-03
CE-04
CE-05
CE-06
CE-06a
CE-07
D-01
D-02
D-03
D-04
D-05
R/W
R/W
SDE
70'
TYPICAL SIGHT
DISTANCE EASEMENT
_I SDE
\
- \ 3'
\ \\\\\\\\\\
\\\\
\\ _
\. .
/-\\ `\` \\1\\1\. 1•... • • • •
I/ \ Iv•1.111.1. • •
/ \ I 1 / f.111.1.,, .I\ \.. .
1 1 / 1I.1.•1I .\.•) •
1 n\ I 1\1 \ \\\ -'-1-
\I 1 \' \ \ �k 1 \ \ \k 1) 1
1 I 1 111 11 \ \\I \ \\ \ \ jI l -
1 1 11 \\ \\\- -1 . .\ \.'"....
s . \. •\may
\ O
II
II A \`\ �\ ,t, \\ \\\- \;\ \�\
\ - \ \`\ `\
\\ .\
p 3\
•
37•\F\
1 Ac.
R/W
R/W
EIP FOUND 0.60' SE OF
"ALCULATED CORNER w IN: 21
CONSTRUCTION PLAT OUT:
IN: 2
LLP
•.1..---\ I.
.
� //1 /1/ 1 \
\\ \
I
1 \\ `\1
1 \`
\ ` \ 111
\II\
\ 11\
O)
D
L = \ \
31 \\• \
43,311 SF \• `
0.99 Ac.
J
32
33,533 SF
0.77 Ac.
33
34, 748 SF
0.80 Ac.
VEWA Y
STREET "A" PLAN + PROFILE N/F
STREET "B" PLAN + PROFILE J SITIONSD LLC
STREET "C" PLAN + PROFILE 56200-99-19
GRADING AND DRAINAGE PLAN PG 19687
INITIAL EROSION CONTROL PLAN
FINAL EROSION CONTROL PLAN 25"
STREAM CROSSING DETAIL
EROSION CONTROL DETAILS
EROSION CONTROL DETAILS
UTILITY NOTES and DETAILS
NCGO1 NOTES SHEET
NCGO1 NOTES SHEET
N
SCALE: 1 " = 80'
251_-
B. SHOULDER SECTION
VAR.
FIGURE 6
DRIVEWAY TURNOUT GRADES
6'-0'
8'-0'
5'-0'
PAVEMENT
WIDTH
1/4' / FT.
SHOULDER
WIDTH
-1/4' / FT.
NOTE: ANY EASEMENTS LOCATED OUTSIDE OF RIGHT-OF-WAY
IS NOT THE RESPONSIBILITY OF THE NCDOT TO MAINTAIN
THE DRY DETENTION AREA IS OPEN SPACE TO BE MAINTAINED
BY THE HOA.
+3' / FT.
+2' / FT.
-1' / FT.
20
35,133 SF \"
0.81 Ac.
/ /
/ /, /
///,// // / '
1 ' / / / / 11 /
/ 1 I / if
1iv /� // // (/7
N/F
ANCHORED
ACQUISITIONS, LLC
PIN: 166200-99-3883
DB 6098 PG 196
218.16'
0
80 160 200 240
23+13
C13
19
30,317 SF
0.70 Ac.
/1111
22
32,732 SF
17
.30,225 SF
0.69 Ac.
/30,719 SF
39,930 SF--
26
43,486 SF
1.00 Ac.
Legend
•
---------------------------------------------
8+00
tlie
Repair Drain Field Area
dr-
N/F
MELVIN E PARKER REVOCABLE TRUST
MARGIE H PARKER REVOCABLE TRUST
PIN: 167300-01-7809
DB 4012 PG 277
16
30,075 SF
0.69 Ac.
EX. 6” PVC WATER LINE
9
30,009 SF
0.69 Ac.
231'
7
30,201 SF
0.69 Ac.
166'
14
30,565 SF
0.70 Ac.
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
TANGENT
CHORD DIRECTION
CHORD LENGTH
C5
213.15
250.00
48'51'02"
113.54
N49'03'40"W
206.75
11
33,941 SF
0.78 Ac.
UNSUITABLE SOILS
_4: filif::: ::_51 11 6: ::NNN'-‘\ .\(\/ \ 1 :1( :....
... - - 1--- _., ...: 1, _ ___,,_ _ s, ,....
I \ ..-- ---.-- --. - - : \ \ N is \
..w. .,...Alvvivesit,,mr_ iv--....-M7_,7=seM.L.:--- v..- -1-1-= ,-S:21.,...t1....."\ ......."..../I \ =MI I \\-'122.L''jwar,\'''' larair,...:04;:_i_iir_i_ ___t_r7_Aki T.:/_7111ald&
, mit 0, fillli ) \ ) 1 --
. --.. ..,.7.\___ :::, .,., __. , :2‘,..._...... ...,i : 2,, :`,......„.i,...„..,..22,_\ .c_\ \\_,,__\\ _,..:_:_ j \I
A _ _ i k .4 m..... _ .:-/
:war" v. ',„1„.....v..---- --.7"-- --- -PIN' ----1441161"IrdirialMETIMEMEIMISMIll--- - "411'---- „A
EXISTING IRON ROD
CONTROL CORNER
N: 631167.04'
E: 2170777.49'
•
•
R/W
N/F
BARBOUR
DB 4287 PG 777
361.65'
17.80 AC.
R/W
R=25
R=30
20'
30' 1MIN.
NORTH CAROLINA
NNE CALL CENTER
LLJ
DO
R=25'
co
50' TAPER
(REQUIRED FOR
W/LESS THAN 26')
R=30'
STOP
EDGE OF PAVEMENT
SIGHT TRIANGE
R=30'
EDGE OF PAVEMENT
EXISTING ROAD
EDGE OF PAVEMENT EDGE OF PAVEMENT
ENTRANCE DETAIL
NOT TO SCALE
4</k'\ PACKING PLANT ROAD
SR-1343
R/W
DITCH
4
0.80 Ac.
SHOULDER
4111
WATER LINE
3' OFF EOP (TYP.)
ir
6W R/W
PAVED STREET SECTION
NOT TO SCALE
150' RIPARIAN BUFFER
PROVISIONALLY SUITABLE
TO UNSUITABLE SOILS
SHOULDER
DITCH
4
RATE EQUAL TO 10 GAL. PER
1000 S.F. PLACE FIBERGLASS
USED GROUP IC SOILS yi.=-1 I I.
SEED, STRAW & TACK W/RS
WHERE APPLICABLE.
BLN=C-1874
[CONSTRUCTION
PLAT
REVISIONS
5/2/22 - NCDOT COMMENTS
6/1/22 - EC COMMENTS
6/20/22 - JC COMMENTS
6/22/22 - NCDOT COMMENTS
7/12/22 - NCDOT COMMENTS
FILE NO. 2021-096
HORZ. SCALE: 1"=80'
VERT. SCALE: NONE
Come to me, all of you who are weary and burdened, and I will give you rest. Take up my yoke and learn from me, because I am gentle and lowly in heart, and you will find rest for your souls. Matthew 11.28 29
[ CE-01