20201577 Ver 1_Pre-Filing Meeting Request_20201023

ID# * 20201577 Version *
Regional Office* Central Office - [phone]
Reviewer List* Rick Trone
Pre -Filing Meeting Request submitted 10/23/2020
Contact Name*
Contact Email Address*
Project Name*
Project Owner*
Project County*
Owner Address:
Is this a transportation project?*
Type(s) of approval sought from the DWR:
Gerald Pottern
[e-mail]
SPC Zebulon site
Chris Williford, SPC Mechanical
Wake
Street Address
1908 Baldree Rd S.
Address Line 2
City
Wilson
Postal / Zip Code
27893
Yes No
1
State / Province / Region
NC
Country
us
401 Water Quality Certification - Regular 401 Water Quality Certification - Express
Individual Permit Modification
Shoreline Stabilization
Does this project have an existing project ID#?*
Yes No
Please list all existing project ID's associated with this projects.
NBRRO#19-289 SAW-2019-01775
Do you know the name of the staff member you would like to request a meeting with?
Cheng Zhang did the field confirmation in Sept 2019

Please give a brief project description below.*
SPC Mechanical is planning to build a commercial HVAC manufacturing facility on the site. The proposed site plan avoids the FEMA
1 % floodplain and riparian buffers along Little Creek, but a small wetland on an unnamed tributary along the south edge of Gannon
Ave is unavoidable. On Sept 1, 2019, Samantha Dailey of USACE confirmed that the channel within the affected wetland is NOT a
stream, and Cheng Zhang of NCDWR confirmed that the tributary is NOT subject to Neuse buffers. The proposed permanent impact
will be 3,556 sq.ft (0.082 acre) of wetland, mostly non -forested. There is no temporary impact to wetlands, streams, or Neuse buffers.
Runoff from developed areas on the site will be routed to a stormwater detention basin and discharged onto a riprap dissipator at the
edge of the wetland and floodplain along Little Creek. See attached site plan.
Please give a couple of dates you are available for a meeting.
10/26/2020
Please attach the documentation you would like to have the meeting about.
44838C-Rev-EX1.0-IMPACT-EX2.0 Wet... 1.2MB
Zebulon ACE PJD-Request Maps-2.pdf 794.56KB
pdf 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 10/23/2020

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1 WETLANDS IMPACT #1 EX DIRT PATH TO REMAIN
; OLE '
PERMANENT ROAD WIDENING PER TOWN OF ZEBULON AND NCDOT RIM: SS MANI JOL '
REQUIREMENTS, INCLUDING SHOULDER GRADING, SIDEWALK AND INV IN: 216.34'
SITE DATA TABLE
- / TOTAL SITE AREA 4.86 AC (211,521 SF)
I, I _
00000,-r TOTAL ON -SITE STREAMS 0 LF (AMOUNT CONFIRMED BY REGULATORS)
/O� 0- -/ / 2g5 oH�- TOTAL PROPOSED 1.80 AC (INCLUDES 0.05 AC IMPERVIOUS
IMPERVIOUS CONTINGENCY)
STREAM IMPACT LEGEND
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NEUSE RIPARIAN BUFFER
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WETLANDS AND BUFFER IMPACTS
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\ \ \ y`? I / y/ y I l \ \ PIN: 2705-86-1815
RIM: 267.11 '—
INVIN:259.91' N
INV. OUT: 259. 81 '
SS MANH
RIM: 268.95'
INV. IN(NW): 259.25(24 "DI)
INV IN(N): 259.65SqN
'(18"DI) � � � yyy 0 \ � \ \ ` \ `, �• ° \ \ \ � � / /
INV. OUT: 258.95(24 "DI)
\
278
WETLANDS
— (BY OTHERS)
Y y Y Y y Y Y Y \ tp \ /
SS MANHOLE
RIM: 269.62'
INV IN: 25762' yyyyyyyyyyyyyy'�yyyy \ \ \ \ \ \ \ \ \ �8\
FAO INV. OUT.• 257.42'277
Y y Y Y Y y Y y y •Y \ \
F � y y y y •Y y y Y Y Y \ \ \ \ \ �S \ \ \
PORT/OW OF ;- `y y y y y y y y y y \ ` \ .50,
yyyyyyyyyyyyyyyyyyy \ \ \
TRACT 6 (PIN: 2705-77-3491J y y Y y Y yy yY y Y y Y y Y y Y y\ \ \ \ 9iL \ \ `-
394, 332 S. F. - 9.05 AC.
\ (TO C/L CREEK)
y Y y Y Y y Y Y Y Y Y \ \ \ \ \ \ \
\ Y Y Y Y Y Y Y Y •Y Y Y \ \ \ � � � /
�yyyyyyyyyyyyyyyyyyyyy \ \ \ \ \ \ \
Z
Y Y Y Y Y Y Y Y •Y Y \
w w v w v w v w w \ \ \ < \ \\ \
/M WETLANDS
\ / ` (BY OTHERS) y y y y y y y y y y \\ \ \
� •Y Y Y Y Y Y Y Y Y Y \ \ \ \ /
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RIM:,2 5.76'
L D \ \ \ \ INV. IN: 255
\ / O�O\ `yyyyyyyyyyyyyyyyyyy \ \ \ \ I \ LOD \ \ `LOD \ / �INV.O�JT. 252.06'
F yyyyyyyyyy \ 40.0' \
REFERENCE LINE PER �B�c-9I`c �q \ �yyyyyyyyyyyyyyyyyyyyyy \ s — — s 24'Dl _ \ 3 \
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BM2016, PG 1050 R�'9� R \ FEMA 100-YR \ \ �— � —s%I� � —sA � �
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_ 50' RIPARIAN FLOODPLAIN
ZONE AE y y y y y y y y .v y \ ,—
NEUSE BUFFER `yyyyyyyyyyyyyyyy yyy y \ \ \\ 40 G�Q.R. SANIT, f�}'\
SEWER )QASEMENT
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w v y Y y y Y Y y Y Y \ \ \(BM2015 2)
30' ZONE 1 RIPARIAN y y yyyyyyyyyyyyyy y \ \ \ 0\
NEUSE BUFFER \ y yy yyyyyyyyyyyyyyyyyyyyy y w y \ \2 \26
\� SS MANHOLE y y y v y y y y y y y y y y y \ sp 9
Y Y y Y y Y y Y Y y Y y Y y Y \ V � / �j // / // /� // � •�
RIM: 268.17'
INV IN: 255. 97'
C/LOFLITTLE CREEK INV OUT: 255.67
IS PROPERTYLINE \ ` yyy y yyyyyyyyyyyyyyyyyyyyy \ \ / �'` \ \`—rNyl ��•��\I`� / /�//' j'%//'/ / /
TAKEN FROM FEMA &
WAKE COUNTY GIS 20' ZONE 2 RIPARIAN 6
(NOT FIELD SURVEYED) NEUSE BUFFER
y y y y y y \'00���
\ •Y y y Y Y / / / / / /
LOT2 y yyyy y '''/'''
TEB 0, LLC 100-YEAR yyy" y ♦
DB 16455, PG 2641 �OODPLAIN
BM 2016, PG 1050 (PER FEMA)
PIN .• 2705-66-5492
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MAG NAIL ON METAL 1^
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PROVIDENCE BANK, NC
DB 17104, PG 1278
/ PORTION OF
/ PIN: 2705-77-3491
/
WETLANDS
MAP
SHEET
IMPACT
NUMBER
IMPACT SPECIFICATIONS
PERMANENT
(SF)
(AC)
PERMANENT ROAD WIDENING
PER TOWN OF ZEBULON &
NCDOT REQUIREMENTS,
EX2.0
1
INCLUDING SHOULDER
3,556
0.082
GRADING, SIDEWALK AND
NCDOT STORM PIPE SYSTEM
WITH RIPRAP DISSIPATER.
TOTAL
3556
0.082
/
/
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LL WATER AND SANITARY SEWER CONSTRUCTION TO BE IN ACCORDANC
WITH ALL CITY OF RALEIGH STANDARDS, SPECIFICATIONS AND DETAILS
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709 East Gannon Ave, Zebulon, Wake County NC. SPC Mechanical project site. USGS Topo Quad = Zebulon NC. Agent: Gerald Pottern, Mogensen Mitigation Inc.

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709 East Gannon Ave, Zebulon, Wake County NC. SPC Mechanical project site. Wake Co Soil Survey Sheet 44. Agent: Gerald Pottern, Mogensen Mitigation Inc.

Legend
I Panels Flood Hazard Areas
Poutloslkmas - Ar=
Sti -earn CantL- rlin iff JF FIQodvuay(AE)
Cross Seotians 0.2 % CharvoeA}nnuaIFlaa-d Hazard
FEMA Flood Hazard Map: 709 East Gannon Ave, Zebulon, Wake County NC. From NC Flood Mapping Program, July 2019. 1% Flood elev = 263.9 ft NGVD.

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JD Review Area boundary
-.rN--e Potential stream WOTUS
= Potential wetland WOTUS
DP-x wet = Wetland data point
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Preliminary JD Features Map. 30 Aug 2019
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Preliminary Jurisdictional Waters Map, revised Aug 30,2019: 709East Gannon Ave, Zebu|on,Wake County NC. Agent: Gerald Pottern,Mo0ensenMitigation Inc.