20201471 Ver 1_Pre-Filing Meeting Request_20201014

ID#* 20201471 Version* 1
Regional Office* Winston-Salem Regional Office - [phone]
Reviewer List* Sue Homewood
Pre -Filing Meeting Request submitted 10/14/2020
.....................................................................................................................................................................................................................................................
Contact Name * Troy Beasley
Contact Email Address* [e-mail]
Project Name* Ashe County Industrial Park
Project Owner* Ashe County Economic Development
Project County* Ashe
Owner Address: Street Address
150 Government Circle
Address Line 2
Suite 2500
City
State / Province / Pegion
Jefferson
NC
Fbstal / Zip Code
Country
28640
USA
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 F 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?
Please give a brief project description below. *

The project is a proposed industrial development for economic
development in Ashe County. The project consists of the construction of
necessary infrastructure to provide access and utilities to the site in order
to be able to market the site for potential businesses to build on the site to
provide job creation and additional tax base. The proposed lot layout is
conceptual, as the final lot sizes and configurations will be dependent on
the end users. However, all impacts necessary for access to 5 lots have
been addressed.
Please give a couple of dates you are available for a meeting.
10/15/2020
10/16/2020
10/20/2020
10/26/2020
10/27/2020
Please attach the documentation you would like to have the meeting about.
Wetland Delineation Exhibit 02.26.2020.pdf 567.66KB
Wetland & Stream Impact Map_2020.07.13.pdf 3.52MB
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 10/14/2020

t
8
i'
b
NOTES:
1) WETLAND DELINEATION PERFORMED BY WR ON 02/26/2020.
2) WETLAND/STREAM LOCATIONS ARE APPROXIMATE, BASED ON GPS LOCATION, ASHE CO. GIS DATA AND
TOPOGRAPHIC INTERPRETATION.
3) THE REVIEW AREA IS LOCATED WITHIN THE NEW RIVER BASIN AND WITHIN THE JURISDICTION OF THE TOWN
OF WEST JEFFERSON ; THEREFORE, THE REVIEW AREA IS NOT SUBJECT TO STATE IMPLEMENTED RIPARIAN
BUFFERS. REVIEW AREA MAY BE SUBJECT TO ADDITIONAL WATERSHED BUFFERS.
4) DELINEATION AND JURISDICTIONAL STATUS SHOULD BE VERIFIED BY USACE PRIOR TO DESIGN. \
i
STREAM 2
PERENNIAL
r
WETLAND D
1 �
ZON
WETLAND B
09
O
WETLAND E CULVERT
WETLAND H STREAM 1
PERENNIAL
CULVERT
I
SHOULD BE /
WETLAND F INTERMITTENT
WETLAND A
STREAM 3
PERENNIAL
WETLAND G
O
STREAM 4
PERENNIAL
FLAG S-2 START
WETLAND C
m
FLAG S-1 START
I REVIEW AREA I -
GRAPHIC SCALE
0 100 200
1 inch = 200 ft.
Dr.,B Saale �� WithersRavenel
Ch,k,d � Dd1e 0 �� ASHE COUNTY EDC SITE WETLAND DELINEATION EXHIBIT s1No
AR 0] M 1/
Chxked 6y fob No.
Engineers Planners Surveyors
me 0612=2oo WFSTJFFFFRSON ASHF COUNTY NORTH CAROLINA

�\ 1 r• w
CTAREA Ln
VICINITY MAP
1 =1000
W
m
o
m
Z
Q U
z
�U-
U
uA
d
w
(n
Cn
1
CONSTRUCTION ACCESS
2
CONSTRUCTION ACCESS
3
ROAD CROSSING
4
ROAD CROSSING
5
RIPRAP DISSIPATOR
A
6A
CULVERT INSTALLATION
6B
RIPRAP DISSIPATOR
7
CONSTRUCTION ACCESS
8
SEWER INSTALLATION
9
SEWER INSTALLATION
10
ROAD CROSSING
11
CONSTRUCTION ACCESS
12
RIPRAP DISSIPATOR
B
13
ROAD CROSSING
14
CONSTRUCTION ACCESS
15A
CULVERT INSTALLATION
15B
RIPRAP DISSIPATOR
TOTAL
Bus
w
EX. STRE
LOT 5
2.50AC
#3
` \
�STREAM
I PERENNIAL
LOT 4 I
12.34AC 1
3.34ACf SHEETA
IMPACTS 1
(\ 3070 3 0
�%�/ LOT 2
\ PERENNIAL ;0 1\\ / 1 //��///r ig m,�/// 11.05 AC / I)
SHEET B
IMPACTS 10-18
\
\\�x
01,\\\1\11�111�I�J111
IIII'1111 l
1
309p
LIN\ \\\\ �-�� it \�
\\\\\\\\\\\\\ = 1\ o ^
\\\�\\\\ \\\\\\
3150 a M
�1 r
IIII I " II r \ 1 \ \ \\ \ 11111y11\\ \I \i" ^ ��II
STREAM #1\1\
II II 1! INTERMITTENTl��\\\\\ \\ \\ \\\\ \
I I `� \ \\� \ ��\\ I I I \ 1, I o 111'! ��/J//� j��i���� �'�-_ \ ,• �\
ga
I ,
mow 11/ JI II11 Ij !( IIII jl j1' /I /j/ter
\ \ o IIII l I I 1 III IIII/%/,J�l LOT 3
WETLAND&STREAM ! \\ I ))l �� IjjlIIIIIIIIIJI1111\('1(4((((I((1
11111 111l11) I J\\\ _\
w'111N1, o III I�Ir�\111i
Il I I I\� o 0 o IIJ � lil,i �,IIII� IIII��i�ll �lllll �w �\
,IIIIII�III IllhlllS(�1 ^ ��l�lljlllllll IIIII] N jllo 0
o;u,�,,�,, Idlr��ll��
AV
PERMANENT rl}JlIIll��r0
ll\l�o\��TEMPORARY PERMANENT l\\(NO FUNCTIONAL LOSS) ��STREAM WETLANDS\I\\\�\ R\
L-,�)Aj 1\STREAM WETLANDS STREAM WETLANDS
(LF) (SF) (SF) (AC) (LF) (SF) (SF) (AC) (LF) (SF) (SF)AC) \1
, �\
\�\
\ \\
I \ lvl�\1I11 1 II (Jlll1\\\\\��\
12 70 1��� \ \\�\\\\\ \\\\�\\ o _
)f \\ I , \\\ \\ \ \ 3160
IIdI�\\\\�\�\��� ill ��\�,�
591 0.014\\\\� \\�\\\ \\\� \� 11 i \\Ai\ \�
�N _
1,561 0.036 1/ a\\\
—
2, 693 0.062 1� \\ 111 1� =
642 0.015
40 241 1\t1,1J
47 282 A"w
32 0.001
31 185
88 0.002/�� / (I ill I� \ Il 1 ))) ('` �^ { •.,� \\ �J/^��
N
0
�I
w�
w
oti,
m*
v4N
GRAPHIC SCALE
200 0 100 200 400
1 inch = 200 ft.

I
` O TOP OF BANK
IMPACT LEGEND
\� IMPACT #1 / I PERMANENT WETLANDS
I \\ \ I I/ / I 0
PERMANENT STREAM IMPACT I
(NO FUNCTIONAL LOSS) I I
\ TEMPORARY WETLANDS
\ \ / / / / RIPRAP INLET PROTECTION I ®
/ I �° /
WETLAND H j 12 LF (70 SF) I o o ����� PERMANENT STREAM (NO FUNCTIONAL LOSS)
M
��` M, I TOP OF RIP RAP PIS PAS ^y j
� o� � ` TO MATCH ����� PERMANENT STREAM (FUNCTIONAL LOSS)
\ a4 J O PRECON
.10F,
STREAMCONTOUR
I \ TEMPORARY STREAM z
RIPRAP APRON DETAIL > a 3
IMPACT #2 o
PROPOSED 66" CMP / / TEMPORARY WETLAND IMPACT
CULVERT, 85' LENGTH / CONSTRUCTION ACCESS v v
0.014 AC (591 SF)
PROPOSED 42"CMP
/I I1 I CULVERT, 85' LENGTH IMPACT#3 \
PERMANENT WETLAND IMPACT ``
1 ROAD CROSSING /,
0.036 AC (1561 SF)
I II �/ // ✓ �� 3050 � SS \�
IMPACT#6A
IMPACT #5 ( — / I PERMANENT STREAM IMPACT
PERMANENT WETLAND IMPACT' (FUNCTIONAL LOSS)
CULVERT RIPRAP ENERGY DISSIPATOR — 40 LF (241 IS )TALLATION
0.015 AC (642 SF) /
IS
\
5 1 I1 I I I PERMANENT STREAM IMPACT (NO
/ FUNCTIONAL LOSS)
RIPRAP ENERGY DISSIPATOR
/ v I ��I /I li / I 47 LF (282 SF)
1I I I \
/ I \I1 \1 z C
\� l/ IMPACT #7 i
WETLAND G �1 I
TEMPORARY WETLAND IMPACT
I STREAM #3 I I' ` \ CONSTRUCTION ACCESS \
11 I I I I PERENNIAL I �/ o — 0.001 AC (32 SF) \
IMPACT #8 I 1 IMPACT #9
TEMPORARY STREAM IMPACT I ( / / TEMPORARY WETLAND IMPACT /
SANITARY SEWER INSTALLATION ` i / / SANITARY SEWER INSTALLATION o°
31 LF (185 SF) 0.002 AC (88 SF) i
U b' I I I / ` •
o, / / / 3042' LIMITS OF DISTURBANCE
I f1 0 /
1 III III 1 1 I III �� / PROPOSED SANITARY
1 I I JI f) / / SEWER
1/ II/�rl1i III I I / �SI PROPOSED SANITARY
SEWER EASEMENT
nD
II l i l l I I I I II 0 M EXISTING SANITARY \
SEWER
EXISTING SANITARY /
III I J I I 1 SEWER EASEMENT
I1 I
O
A
CULVERT UPSTREAM
3050
3045H42"
@ 2
3050 3050
CULVERT DOWNSTREAM
3050
EXISTING GRADE
85.00'
66" CMP 3045
1 \ 85Ml n 2.35%
42" CMP MP
PROPOSED GRADE @ 2.35%
STREAM BED I I I STREAM BED
EXISTING GRADE
4 I 1
85.00' _
66" CMP
(a) 2.35%-
NOTE:
66" CULVERT TO BE BURIED 12"
3040 STRE M Bf D I_ I
0+00 0+50
3045 3045
PROPOSED GRADE
3040 30401 I I
1+00 0+00
SCALE:
I = 50 HORIZ.
I " = 5' VERT.
30�
0+50 1+00
1 I
I I
I I
� � I
GRAPHIC SCALE
/ 1 30 0 15 30 60
I 1 inch = 30 ft.
1

`\ 007 \
007 �\
00
\
IMPACT #11
\
TEMPORARY WETLAND IMPACT
1
CONSTRUCTION ACCESS
\
3p
0.001 AC (39 SF)
\ 4g
IMPACT #12
PERMANENT WETLAND IMPACT
RIPRAP ENERGY DISSIPATOR
3047_ l —
0.002 AC (107 SF)
3055' r-
3054— J
/
/
/ Lo
CD
CD
r-j to Co
PROPOSED 42" CMP \ \
CULVERT,80'LENGTH \ \
0 / \ �o PROPOSED 36" CMP \
o \ ♦ CULVERT, 80' LENGTH
— —3044 — ' --,
— — 3043-
#2
AL
IE
\ 4X
01
P/ o
IMPACT #13
PERMANENT WETLAND IMPACT
ROAD CROSSING
` 0.005 AC (224 SF)
/ IMPACT #14
I 1 TEMPORARY WETLAND IMPACT
/ CONSTRUCTION ACCESS
/ IMPACT #15A 0.001 AC (38 SF)
PERMANENT STREAM IMPACT I \
(FUNCTIONAL LOSS) I 1
% CULVERT INSTALLATION I
13 LF (76 SF) I l l
IMPACT #15B
PERMANENT STREAM IMPACT
(NO FUNCTIONAL LOSS) /
RIPRAP ENERGY DISSIPATOR \
30 LF (180 SF)
I �
\ I I 1 I \ o
I o o w\
C.>
Co \ \ \ I
I \
120"
v TO MATCH
PRE-CONSTRUCTIIXJ
STREAM CONTOUR
RIPRAP APRON DETAIL
CULVERT UPSTREAM
3055
EXISTING GRADE
3050
36"(
an 2.
30451 STREAM BED
r NOTE:
42" CULVERT
3040 STREAM BED
0+00
IMPACT LEGEND
PERMANENT WETLANDS
® TEMPORARY WETLANDS
PERMANENT STREAM (NO FUNCTIONAL LOSS)
PERMANENT STREAM (FUNCTIONAL LOSS)
TEMPORARY STREAM
CULVERT DOWNSTREAM
3055 3055
3055
E
-17
PROPOSED
GRADEI
3050 3050
EXISTING GRADE
I IQ
1 F
3050
Z
v
79.44'
42" CMP
a
@ 2.72%
[36"
79.44,
79.44'
42" CMP
3045 3045 CMP
@ 2.72% 3045
�2.72%
>
V)
STREAM BED
PROPOSED GRADE
O
I
BE BURIED, " BE LOW
3040,
3040
13040
�
0+50 1+00 0+00 0+50
1+00
Z
a
SCALE:
o
1 " = 50' HORIZ.
1 " = 5' VERT.
Q
V)
GRAPHIC SCALE
30 0 15 30 GO
1 inch = 30 ft.