20210164 Ver 1_Meeting Request Review_20210125

ID#* 20210164
Version* 1
Regional Office* Central Office - [phone]
Reviewer List* Rick Trone
Pre -Filing Meeting Request submitted 1/25/2021
Contact Name * Wyatt Brown
Contact Email Address* [e-mail]
Project Name* Twin Oaks Section 3, Phase 6
Project Owner* JYMCO DEVELOPMENT, Stacy Whitley
Project County* Johnston
Owner Address: Street Address
1586 YELVERTON GROVE RD
Address Line 2
aty State / Frovince / Region
Smithfield North Carolina
Rbstal / Zip Code Country
27577 United States
Is this a transportation project?* r Yes r No
Type(s) of approval sought from the DWR:
W 401 Water Quality Certification - F 401 Water Quality Certification -
Regular Express
r- Individual Permit r- Modification
r- Shoreline Stabilization
Does this project have an existing project ID#?*
r Yes r No
Do you know the name of the staff member you would like to request a meeting with?
Stephanie Goss
Please give a brief project description below.
Twin Oaks is a Mobile Home S/D that has been in development for many
years. This should be the last phase of the S/D.
There are 2 necessary wetland impacts from construction of the dry pond
BMP and a required stub out by the Town of Smithfield.
There was a permitted wetland impact in 2003 for 0.33 acres, I have
attached the 404 but the owner did not locate the 401. Mitigation will be
necessary for the new impacts.

Please give a couple of dates you are available for a meeting.
2/9/2021
Please attach the documentation you would like to have the meeting about.
1-24-21-TW n-Oa ks-SD-UPDAT ED-DRAFT-
1016.08KB
Environmental- Impacts-for-WyattB.pdf
Old PCN.pdf 406.15KB
pdr only
By digitally signing below, I certify that I have read and understood that per the Federal Clean Water Act Section
401 Certification Rule the following statements:
• This form completes the requirement of the Pre -Filing Meeting Request in the Clean Water Act Section 401 Certification
Rule.
• I understand by signing this form that I cannot submit my application until 30 calendar days after this pre -filing
meeting request.
• I also understand that DWR is not required to respond or grant the meeting request.
Your project's thirty -day clock started upon receipt of this application. You will receive notification regarding meeting location
and time if a meeting is necessary. You will receive notification when the thirty -day clock has expired, and you can submit an
application.
Signature
Submittal Date 1/25/2021
Reviewer Meeting Request Decision
Has a meeting been scheduled?* r Yes r No

U.S. ARMY CORPS OF ENGINEERS
Wilmington District
Action ID: 200220030 County: Johnston
GENERAL PERMIT REGIONAL AND NATIONWIDE VERIFICATION
Property Authorized
owner: Twin Oaks Section III Phase VI Agent: Dennis Ray Blackmon, RLS
c/o Stacey Whitley C/o Andrew W. Hodge
Address: 1050 West Market Street Address: P.O. Box 1401
Smithfield, NC 27577 Smithfield, NC 27577
Telephone: [phone] Telephone: [phone]
Size and Location of Property (Waterbody, Highway name/number, town, etc.): Mr. Stacey
Whitley's Twin Oaks Section III Phase IV property located off of SR 2508, adjacent to Polecat
Branch, near Smithfield, in Johnston County, North Carolina.
Description of Activity: Proposed subdivision lot construction resulting in impacts to approximately
0.33 acre of the jurisdictional waters of an unnamed tributary of Polecat Branch.
X Section 404 (Clean Water Act, 33 USC 1344) only.
Section 10 (River and Harbor Act of 1899) only.
Section 404 and Section 10.
X Nationwide Permit Number NWP 39
Any violation of the conditions of the Regional General or Nationwide Permit referenced above may
subject the permittee to a stop work order, a restoration order, and or appropriate legal action.
This Department of the Army Regional General / Nationwide Permit verification does not
relieve the permittee of the responsibility to obtain any other required Federal, State, or local
approvals/permits. The permittee may need to contact appropriate State and local agencies before
beginning work. If you have any questions regarding the Corps of Engineers regulatory program,
please contact John Thomas at telephone number k919) 876-8441, extedion 25.
Regulatory Project Manager Signature
Date October 3, 2001 Expiration ` October 3, 2003
SURVEY PLATS, FIELD SKETCH, WETLAND DELINEATION FORM, ETC., MUST BE
ATTACHED TO THE FILE COPY OF THIS FORM, IF REQUIRED OR AVAILABLE.
CF:

GENERAL NOTES FOR THIS PLAN SHEET:
1. This plan sheet is part of multiple plan sheets within an overall set of Contruction Drawings for Site Contruction only. The plan sheets in the
construction drawings are designed, engineered, and produced in accordance with 21 NCAC 56.0701 and. 1103. Each plan sheet within
the Construction Drawings shall not be considered final for construction unless appropriately signed and sealed by Engineer as a final
document. Additionally, all site permits and approvals from appropriate federal, state & local agencies must be obtained prior to
beginning any construction activity related to a permit/approval. Contact Engineer if there is any question regarding permits/approvals.
2. See also pertinent Detail Sheets for specific construction details related to this plan sheet. See also Site Plan and/or Notes/Specs/Legend
sheet for additional notes or specifications pertaining to the overall project.
SPECIAL/ADDITIONAL NOTES FOR THIS PLAN SHEET:
1. Purpose: The purpose of this Overall Grading Plan (with Environmental Impacts) is to depict an overall layout with final contours for most site
construction activities that are related to grading or earth moving. More detailed information pertaining to erosion control and surface drainage
can be found on the Erosion Control Plan. This sheet may also depict construction limits in environmentally sensitive areas and other details
related to any environmental impacts (ie. Wetlands, Stream Buffers, etc.), IF ANY. This plan sheet is part of a full set of Construction Drawings and
should be used in conjunction with the full set that is approved and released for construction.
2. Standard Specifications: All grading for street construction or other vehicular areas (ie. parking lots) shall be in accordance with the current standards
and specifications of NCDOT. When required or requested, CONTRACTOR shall provide for independent testing & inspection, including
proof -rolling, compaction, and asphalt density testing; and shall provide written documentation to DEVELOPER/ENGINEER indicating acceptable
results. All other grading shall be in accordance with these Plans & Specifications, or otherwise in accordance with industry standards. All Erosion
Control construction shall be in accordance with the current minimum standards and specifications of NCDEQ and all conditions of permitting.
And any construction in Environmentally Sensitive Areas shall be in accordance with all conditions of any related permit. See
Notes/Specs/Legend sheet for additional specifications.
3. Work in Rights -of -Way or Easements: Any work in existing or proposed rights -of -way or easements (particularly NCDOT rights-of-way)shall be conducted
according to the standards of the holder of the right-of-way or easement. Work in existing rights -of -way or easements shall also be conducted in
accordance with any approved encroachment orpermit, and all conditions within the the permit. Contact DEVELOPER or ENGINEER with any
questions regarding permitting.
4. Finish Grade Contours: The finish grade contours shown on this plan are to all finish surface elevations (ie. asphalt, sidewalk, curb, gutter, or ground
elevations. ANY OTHER GRADING SHALL BE TO ELEVATIONS AS SPECIFIED, OR OTHERWISE FOR POSITIVE
DRAINAGE.
S. Handicap Accessibility: This site shall conform to all requirements for handicap accessibility. This may require additional asphalt or concrete surfaces as
maybe required by local inspector. It may also require that special attention be given to finish grades throughout ALL stages of grading. In
general, proposed grades and contours as indicated hereon were set in order to meet the required standards. However, because of the detail
in construction required to achieve these requirements in the field, the CONTRACTOR shall be responsible for ensuring that staking, rough
grading, base material installation, fine grading, and finish surface result in the desired finish grades & slopes along accessible routes. See
Special Notes - Handicap Accessibility on Sheet 1 for additional information related to Handicap Accessibility.
6. Overall Project Notes: See also Notes/Specs/Legend sheet for additional notes or specifications pertaining to the overall project.
LEGEND - CIVIL/SITE
EXISTING
PROPOSED
- - - - -Ex-W - WATERLINE W
(ALL SIZES)
D4O BLOWOFF ►N
HYDRANT
DQ VALVE H
REDUCER
CD METER •
- - - --Ex-SS- SEWERLINE SS
(ALL SIZES)
® MANHOLE •
O CLEANOUT •
STORM DRAINAGE
(ALL SIZES)
CATCH BASIN 0
DROP INLET/YARD INLET
OTHER SYMBOLS
0 POWER/UTILITY POLE
LIGHT POLE / AREA LIGHT
0__* POWER/UTILITY POLE W/LIGHT
0 OTHER UTILITY PEDESTAL or POST
--- OH-E- OVERHEAD POWER/UTILITY LINE
--- GAS --- GAS LINE (UNDERGROUND)
--- UG-E — UNDERGROUND ELECTRIC/POWER LINE
--- UG-COM- UNDERGROUND COMMUNICATION LINE
DITCH/CHANNEL
— STREAM/CREEK/RIVER
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SEE PLAN AND DITCH
LEGEND FOR REQUIRED
DITCH LININGS
1 D = 1.0' (MIN) �1
3 3
SECTION A -A
WHERE INDICATED IN PLAN VIEW
SEE PLAN AND DITCH
LEGEND FOR REQUIRED
DITCH LININGS
1 T
= 1.0' (MIN) �1
3 3
2'
SECTION B-B
WHERE INDICATED IN PLAN VIEW
SEE PLAN AND DITCH
LEGEND FOR REQUIRED
DITCH LININGS
�Ly_
D= 1.0' (MIN)
3 1
4'
SECTION C-C
WHERE INDICATED IN PLAN VIEW
OUTLET DITCH/SWALE DETAIL - TYPICAL SECTIONS
NO SCALE
NOTES: 1. Construct outlet ditch according to specified grades or proposed contours when indicated on the plans. When grades or
proposed contours are NOT specified on plans; construct ditch using either of the following options:
i) Construct ditch at the minimum depth indicated above, maintaining the minimum depth while constructing the ditch
on a slope that mimics the natural terrain/topography. (Typically used when terrain has positive slope in the
direction of flow).; OR
ii) Construct ditch on a minimum 0.5% grade (1 % desirable), maintaining at least the minimum ditch depth. (Typically
used when terrain is flat or terrain slope is opposite the direction of flow - "bucking grade").
---Sometimes a combination of these two methods may be required along the entire length of the ditch.
JAMES WILLIAM HUGHES
DEED BOOK 1355, PAGE 974
NC PIN # 260300-46-7578
'O ZO
CT�
ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES IN U.S.
SURVEY FEET UNLESS OTHERWISE NOTED
GRAPHIC SCALE
50 0 25 50 100
( IN FEET )
1 inch = 50 ft.
Know what's below.
® Call before you dig
PRELIMINARY- DO NOT
USE FOR CONSTRUCTION
(PROGRESS DRAINING ONL Y)
ENVIRONMENTAL IMPACTS TABLE
WETLANDS & US WATERS IMPACTS
NC STREAM BUFFER IMPACTS (BY STREAM CROSSINGS and OTHER IMPACTS)
DESCRIPTION
SQ.FT.
ACRES LINEAR FT.
DESCRIPTION
SQ.FT. ACRES LINEAR FT.
WETLAND - PERMANENT
„W1„
800
0.018
PERPENDICULAR STREAM CROSSINGS
"W2"
2,445
0.056
STREAM CROSSING #1
N/A - none
SUB -TOTAL
3,245
0.074 --
WETLAND - TEMPORARY
°W3°
780
0.018
OTHER/NON-PERPENDICULAR IMPACTS
SUB -TOTAL
780
0.018 --
ZONE 1 - PARALLEL - PERMANENT
N/A - none
ZONE 1 - PARALLEL - TEMPORARY
N/A - none
US STREAMS - PERMANENT
N/A - none
ZONE 2 - PARALLEL - PERMANENT
N/A - none
ZONE 2 - PARALLEL - TEMPORARY
N/A - none
US STREAMS - TEMPORARY
N/A - none
BUFFERED STREAMS
N/A - none
US OPEN WATER
N/A - none
LAW-MLN1 (1 rV bFUIH WUkbJ
(59 (62J
\�) (60) (61) (63) (64) (65) (66)
EXIST 10' DRAINAGE & TWIN OAKS SUBDIVISION
\ UTILITY EASEMENT SECTION 111 PHASE PO PED
, o`A ELEC _ _ PLAT BOOK 43, PAGE 437 _ _
tEe---------------------10,--------------------- --------------- --- ----- --
t1 -- -- -- -I- -- -- ---
-1-- -- - TEL CABLE-- R/W --------
E/P - - EXIST RAY DRIVE
1 +00 EXIST SEWER LINE SSMH - - - - -
— — F _ ,— — —��— — — ——�X=��— — — — _ �x ss Ex ss —may — - - - - - EXIST. 50' PUBLIC R/W PAVED
ire ri tt : END EXIST PVMT
EXIST WATERLINE (APPROX) __
— — r -_—EX-W — — — — —E -W — — — — � -W — — — — — -W
CABLE 0/W-T------ �-- - ---
------ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - -
-------------
7PAD�
11STD
10' DRAINAGE &
UTILITY EASEMENT
(�\ I (�\ I �\ I (�\ I (53
57) 56) (55J 54) I \3)
DRAINAGE & UTILITY EASEMENT
SPENCER E. POWELL, III
DEED BOOK 5091, PAGE 416
PLAT BOOK 7, PAGE 61
NC PIN 1 260300-45-2668
DRAINAGE SWALE FOR LOT DRAINAGE
SEE EROSION PLAN FOR LINING
& DITCH SECTION THIS SHEET
I
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(17) (16) (15)
A
HYD
R/W------
-= b EXIST WATERLINE (APPROX)
—E EX-w
o o WILL DRIVE
-SS- - - -
END EXIST PWT EXIST SEWER LINE
EIP — — _ EXIST 50' PUBLIC
R/W - PAVED
EXIST SSMH - R j
o 0 TOP RIM EL=146. 76 I
z -MI•V 00 EL=140. 70
I I
18) I ( 19) I (20)
ITWN OAKS SUBDIWS/ON I
SEC71ON III PHASE IV
PLAT BOOK 40, PAGE 103I
�\ I (1 I ( I �\
(67) 4, \40�) (39)
II TWIN OAKS SUBDIW90N I
SEC710N 111 PHASE I
----------------- I PLAT BOOK 34, PAGE 357
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Sheet No.
4B
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OVERALL GRADING