20220596 Ver 1_More Info Received_20220601

Strickland, Bev
From: Meagan Jolly <[e-mail]>
Sent: Wednesday, June 1, 2022 5:02 PM
To: Perez, Douglas J
Subject: Re: [External] Re: EPCN Received? Parkside Crossing/Gambrell Project
(SAW-2020-01104)
Attachments: Parkside Crossing Wetlands Exhibit (REV) 06-01-2022.pdf
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Doug,
See attached plan revision showing SCM outlet locations. Let us know if you have any questions.
Thanks,
Meagan Jolly
704.681.3479
www.wetlands-waters.com
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On Wed, Jun 1, 2022 at 9:44 AM Meagan Jolly <[e-mail]> wrote:
Ok, let's proceed with getting the isolated wetland 401 as well then. Thanks for the heads up on that and
appreciate you doing it. I've reached out to ESP and will send you the outlets when they forward to me.
If we get any comments back from USACE I will copy you on responses.
Meagan Jolly
704.681.3479
www.wetlands-waters.com
i

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individual or entity named above. If you are not an intended recipient or if you have received this message in error, you are hereby notified
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notify us by return email or telephone if the sender's phone number is listed above, then promptly and permanently delete this message.
Thank you for your cooperation and consideration.
On Wed, Jun 1, 2022 at 9:43 AM Perez, Douglas J <[e-mail]> wrote:
It wouldn't be any more delay than normal. It's just another letter for me to write up and a bit more paperwork on
my end.
Let me know if that's what you want and thanks for looking into the outfall for me.
Doug
From: Meagan Jolly [mailto:[e-mail]]
Sent: Wednesday, June 1, 2022 9:40 AM
To: Perez, Douglas J <[e-mail]>
Subject: Re: [External] Re: EPCN Received? Parkside Crossing/Gambrell Project (SAW-2020-01104)
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Thanks for letting me know. USACE intake email has been having issues receiving emails and project submittals and
I'm not sure if the issue is fixed yet.
I put for notification only on the isolated wetland impact, but would there be significant delay if we were to get the
isolated 401 as well? What would you need to issue?
I will get up with the project engineer for the stormwater outlet locations and get back to you.
Thanks!
2

Meagan Jolly
704.681.3479
www.wetlands-waters.com
The information contained in this email message is confidential and may be legally privileged and is intended only for the use of the
individual or entity named above. If you are not an intended recipient or if you have received this message in error, you are hereby notified
that any dissemination, distribution or copy of this email is strictly prohibited. If you have received this email in error, please immediately
notify us by return email or telephone if the sender's phone number is listed above, then promptly and permanently delete this message.
Thank you for your cooperation and consideration.
On Wed, Jun 1, 2022 at 8:53 AM Perez, Douglas J <[e-mail]> wrote:
Hey Meagan,
So I did receive this. I was assigned it on 5/9. In looking it over, I didn't see where the SCM outlets are located.
The future SCM's look to have outlets shown but not the currently proposed ones. Maybe the border lines are too
big for me to see them. The isolated wetland is included for me to see, but you're not asking for the isolated 4o1
correct? I just want to make sure. Some of the previous sites have wanted the isolated 4o1 as well even though they
are below threshold.
Doug
From: Meagan Jolly [mailto:[e-mail]]
Sent: Wednesday, June 1, 2022 8:23 AM
To: CharlotteNCREG <[e-mail]>
Cc: Perez, Douglas J <[e-mail]>
Subject: [External] Re: EPCN Received? Parkside Crossing/Gambrell Project (SAW-2020-01104)
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
3

All,
Following up to make sure this email was received. Can someone confirm?
Thank you!
Meagan Jolly
704.681.3479
www.wetlands-waters.com
The information contained in this email message is confidential and may be legally privileged and is intended only for the use of the
individual or entity named above. If you are not an intended recipient or if you have received this message in error, you are hereby
notified that any dissemination, distribution or copy of this email is strictly prohibited. If you have received this email in error, please
immediately notify us by return email or telephone if the sender's phone number is listed above, then promptly and permanently delete
this message. Thank you for your cooperation and consideration.
On Mon, May 23, 2022 at 11:39 AM Meagan Jolly <[e-mail]> wrote:
Good Morning,
I submitted a project via DWR EPCN (project details below) and have not received a notification from your office
that the project has been received from the DWR system and assigned a Corps project manager. Can you please
confirm that you have received the project files?
Project Name: Parkside Crossing/Gambrell
DWR # 20220596 Ver 1
SAW-2020-01104
4

Let me know if I need to do anything on my end for this.
Thank you so much!
Meagan Jolly
704.681.3479
www.wetlands-waters.com
The information contained in this email message is confidential and may be legally privileged and is intended only for the use of the
individual or entity named above. If you are not an intended recipient or if you have received this message in error, you are hereby
notified that any dissemination, distribution or copy of this email is strictly prohibited. If you have received this email in error, please
immediately notify us by return email or telephone if the sender's phone number is listed above, then promptly and permanently delete
this message. Thank you for your cooperation and consideration.
5

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PROP. TRIBUTARY 4 IMPACT
(TOTAL IMPACT: 271 SF / 0.007 AC.)
(CULVERT: 197 SF / 0.005 AC.)
(RIP -RAP: 74 SF / 0.002 AC.)
(SEE SHEET 16 OF\�+�f '
PROP. TRIBUTARY 4
TEMPORARY IMPACT
(TOTAL IMPACT:103
SF / 0.002 AC.)
(SEE SHEET 16 OF 19)
TAX/ 199-491-03
MARTIN FULLER APHIN d
MIg1ELLE F. SMITH
DB 31, PG 965
\
-tab
TAX/ 199-,181-08
MECNLENBURG COUNTY
DB 4492 PG 772
MB 19 PG 625
GRAPHIC SCALE
( IN FEET)
1 inch = 500 R.
'PM-"
MAP 1 HARTA
C BB/5
1 P B 1
MB I
I
W gig
l
TAX{ 199-121-91
NC DEIEL ENT, LP
OB 33531 PG 356
JU
Of
ff*4
mod?
TAX/ 199-071-06
W . EVANS d
JEANETTE A EVANS
DS 22W PG 254
EXCLUDED WETLAND
A6300 (TO REMAIN
UNDISTURBED)
F. d
WETLAND A6200
(TO REMAIN
UNDISTURBED)
i EXIST. TRIBUTARY 3
PROP. TRIBUTARY 3 IMPACT
(TOTAL IMPACT: 316 SF / 0.008 AC.)
1 (CULVERT: 198 SF / 0.005 AC.)
(RIP -RAP: 118 SF / 0 003 AC )
U
Z
W
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U
N
o
W
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a
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W
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cn
Q
J
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a
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Lu
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0
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O
O
H
a
(SEE SHEET 14 OF 19)
1 PROP. TRIBUTARY 3
- TEMPORARYIMPACT
IP' (TOTAL IMPACT: 125
K
'
O04
o
N
N
ZZ
U_
SCM OUTLET SF / 0.003 AC.)
LU
m
w
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(SEE SHEET 14 OF 19)
FUTURE SCM
r
Q
m
r
Z
o
EXCLUDED WETLAND
w
00
U
A5200 (TO REMAIN
cY>
w
w
UNDISTURBED) FOR USACE PERMITTING ONLY
o

61
EXIST. TRIBUTARY �
jEXIST. TO OF \ �\ TEMP. BYPASS PUMPING
\ BANK (TYP.) � �O ^� SEE CLDSM STD. NO. 30.22A
I (OHWM) \ ��L `• (SEE SHEET 19 OF 19) )
EXIST. TOP OF I w
BANK (TYP.) \� ��,�' 0ry0
PROP. END OF TEMP. \ \ O 6''ry / ❑
\ STREAM IMPACT ❑
\ PROP. TEMPORARY \ \
\ \ IMPERVIOUS DIKE v v v v O / ❑❑ z
PROP. TEMPORARY vvv / ❑ Ld
STREAM IMPACT: 20 LF v v v v v v O
\ �I (87 SF / 0.002 AC) btiti ° v v vvv / ❑ ❑ ❑ a
vv =
J vvv ❑ ❑ U
ILLv v / 2
� I PROP. 100 LF OF 12' X 8' ° � PROP. LIMITS OF EXIST. TRIBUTARY O
CONCRETE BOX CULVERT v° v viv v DISTURBED AREA / � El\[E]F U
BURIED 1' _ Z
PROP. PERMANENT ( ) v° v v v � (TOTAL): 148 LFLu
WETLAND IMPACT �z / v v (609 SF / 0.014 AC) �. ❑ ❑ ❑ /
(WETLAND A9000: \ 61 �� v v v v (O2 I4 Z U)
3,937 SF = 0.09 AC) fO ro v v v PROP. TEMPORARY Q
v O v v ° vvv 3Q ° ° WETLAND IMPACT J O
I / vvv 6 v (WETLAND A6100: w
°vv 311SF=0.007AC) V
\ OPs1V v v i PROP. PERMENT� 0
\ vvv v —
\ a��G ` vv vv° ° 62� WETLAND IMPACT / Q
4-` Qp (WETLAND A6100:
Ov J� PROP. LIMITS OF ° v 145 SF = 0.003 AC) Ind
\ 6Q DISTURBEDAREA'V,
(CULVERT): 100 LF v PROP. RETAINING WALL (TYP.) Q
(413 SF / 0.009 AC) v (DESIGNED BY OTHERS) z
�Q \ 63R L / PROP. LIMITS OF
/ DISTURBED AREA O
❑ ❑ (RIPRAP): 48 LF U
Lu
❑ ❑ El-(196\ F / 0.005 AC)
/ n PROP. TEMPORARY \ z \ \ PROP. O `. [IMPERVIOUS DIKE \ J
RIP -RAP / Z)
\ APRON a
\ \ ❑ LX �l
\ PROP. TEMPORARY / o
PROP. R/W (TYP.) % i v N
STREAM IMPACT: 20 LF El \ ( O N N
(71 SF / 0.002 AC) \� C / y / \ o Z
\6r, A to
\� PROP. TEMPORARY Lu
PROP. TEMPORARY w � O
GRAPHIC SCALE DEWATERING DEVICE r �
RIP RAP APRON FOR m r z o
PROP. START OF BYPASS DISCHARGE w 00 v a
TEMP. STREAM IMPACT v Z w w
inch
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1 inch = 40 ft.
U 0 a 0 U

CD
OQ
O
ti
O
O
+
+
PROP. GRADE +
+
+
0
r
PTYP.) r
0
r
WC
PROP. LIMITS
DISTURBED AR
(RIPRAP): 48
(196 SF 10.005 A
614
C
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m
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1
or-11■1
-
PROP.
DISTURBED
I I
LIMITS OF
AREA-0
1 009 .
loompluMommilml
m !w■■■■=■■iii
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1■1
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RIP -RAP DEPTH (TYP.)
APRON (TYP.)
VERTICAL GRAPHIC SCALE GRAPHIC SCALE
( IN FEET) ( IN FEET)
1 INCH = 4 FT. 1 inch = 40 R.
630
620
615
16.93
8'
N N
v
C, D D, Of CN
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mw O
w
m � Q
w Q
U � w
FOR USACE PERMITTING ONLY & _
U 0 d O Co

BAFFLES TO BE ANCHORED INTO
8' (I.D.) CONCRETE BOX CULVERT
_
BOX CULVERT FLOOR (TYP.)
�12'X
(DESIGNED BY OTHERS)
100,
U
Z
W
J
H
J
Of
CONCRETE BAFFLES 20' O.C. W/ ALTERNATING WEIRS
(SEE ELEVATION VIEW NEXT SHEET)
LJJ
0
BOX CULVERT PLAN VIEW
Z
(NOT TO SCALE)
w
y
J N
(�
O
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U
12' X 8' (I.D.) CONCRETE BOX CULVERT
x
V
(DESIGNED BY OTHERS)
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10 0'
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BAFFLES TO BE ANCHORED INTO
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BOX CULVERT FLOOR (TYP.)
a
0
N
p
N
N
6"
d d d
a
p
co
v—
d c �
O
CNCRETE BAFFLES 20' O.C. W/ALTERNATING WEIRS
co
w
O
(SEE ELEVATION VIEW NEXT SHEET)
z
o
0
BOX CULVERT PROFILE VIEW
co}
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m
J
FOR USACELb
(NOT TO SCALE)
w
a
o
w
PERMITTING ONLY
0
in
a lolun
o
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00
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8.00'
r� 12.00'
4.00'
—0.33'
0.6
• 1 �
'CONCRETE BAFFLES
AND ANCHORING TO BE
DESIGNED BY OTHERS
4.00' 8.00'
0.
1 ��12.00'
CONCRETE BAFFLES
AND CONCRETE BAFFLE ELEVATION VIEW DESIGNED BYYING OTH TO
(NOT TO SCALE)
FOR USACE PERMITTING ONLY
U
Z
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v — LU z w
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PROP. R/W
(DESIGNED BY OTHERS)
A'a
•/
PROP. LIMITS OF
FUTURE SCM
DISTURBED AREA
/
(RIPRAP): 40 LF
/
(109 SF / 0.003 AC.)
PROP.
RIP -RAP
APRON
PROP. TEMPORARY
DEWATERING DEVICE
❑
D. ❑ L
LT
a:
EXIST. TOP OF
BANK J >�❑
GRAPHIC SCALE
( IN FEET)
1 inch = 40 ft.
.�
0.1 ❑❑❑❑❑❑❑
L
04
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❑ ❑ ❑ ❑
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I Li Li Li
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PROP. TEMPORARY /
STREAM IMPACT: 20 LF
(115 SF / 0.003 AC)
PROP. LIMITS OF \
DISTURBED AREA
(TOTAL): 151 LF
(566 SF / 0.013 AC) \
PROP.•
CMP CULVERT
G >
11�
•
•
r/ / . I EXIST. TRIBUTARY 2
/ PROP. END OF TEMP.
/r STREAM IMPACT
TEMP. BYPASS PUMPING
(SEE CLDSM STD. NO. 30.22A)
(SEE SHEET 19 OF 19) /
PROP. TEMPORARY
b IMPERVIOUS DIKE
R P. LIMIT F
DISTURBED AREA
(CULVERT): 111 LF
fAININ WALL(TYP.)
D BY OTHERS) /
/
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O
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N
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PROP. GRADE +
Q
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PI
DIS
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630
PROP. LIMIT
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GRAPHIC SCALE
( IN FEET)
l inch = 40 ft.
PROP.GRADE
O TYP. T
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12
/ EXIST. TOE OF
BANK (TYP.) TEMP. BYPASS PUMPING
\ � (OHWM) (SEE CLDSM STD. NO. 30.22A)-
1 EXIST. TOP (SEE SHEET 19 OF 19)
OF BANK /` P►�O(p QJ W
\ (TYP.) PROP. TEMPORARY
IMPERVIOUS DIKE
PROP. LIMITS OF /
EXIST. TRIBUTARY 3 O)'V DISTURBED AREA 640
\_ (CULVERT): 87 LF / v
\ (198 SF / .005 AC.) z
PROP. END OF TEMP. \ O Ld
STREAMIMPACT o
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STREAM IMPACT: 20 LFLL
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PROP. LIMITS OF
6g6 DISTURBED AREA W
/ — (TOTAL): 125.5 LF Z
6p� � (31� 0.008 AC)
Z
PROP. R/W (TYP.) 642 p,0 J O
636 V
LLJ
qj9" — —628—
/ / PROP. RETAINING WALL (TYP.) Cl)
(DESIGNED BY OTHERS)
PROP. 87 LF OF 66" PROP. m v
CMP CULVERT RIP -RAP PROP. TEMPORARY >
(BURIED T) APRON
STREAM IMPACT: 20 LF
(74 SF / 0.002 AC)
0
PROP. TEMPORARY
0
PROP. LIMITS OF
IMPERVIOUS DIKE
o
DISTURBED AREA
PROP. TEMPORARY
_
w
/ ( RIPRAP): 38.5 LF
��
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Lu
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(118 SF / .003 AC.)
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PROP. TEMPORARY
/
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o
DEWATERING DEVICE
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GRAPHIC SCALE
V�
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m
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w
m
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F
W
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r
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(ch FEET)
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=
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0
PROP.GRADE
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t
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630
PROP. —I
RIP -RAP
APRON
PROP. LIMITS OF
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(RIPRAP): 38.5 LF
(118 SF I .003 AC.)
622
E
���■1!i_km
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■■■■■■�I■Irli
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DEPTH
(TYP.)
E'
GRAPHIC SCALE VERTICAL GRAPHIC SCALE
( IN FEET) ( IN FEET)
1 inch = 40 ft. 1 INCH = 4 FT.
PROP.
wear
F F'
U
Z
W
r_
O
S
Q
2
U
LL
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LL
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FOR USACE PERMITTING ONLY = U & Z _
U o a O cn

�, ❑/❑❑❑❑❑❑❑C
❑❑❑❑❑❑❑❑�
❑❑❑❑❑❑ C
PROP. R/W (TYP.) \ PROP. TEMPORARY ❑ ❑ ❑ ❑ ❑ ❑ E
/ — DEWATERING DEVICE ❑ ❑ ❑ ❑ E
PROP. LIMITS OFF PROP. LIMITS OF WETLAND A6400
PROP. TEMPORARY STREAM DISTURBED AREA / ❑ ❑
DISTURBED AREA (TO REMAIN /
(TOTAL): 114 LF RIPRAP): 35 LF UNDISTURBED)❑ ❑
IMPACT: 20 LF (
/ (271 SF / 0.007 AC) 74 SF / 0.002 AC.) LJ LJ
d PROP. LIMITS OF PROP. 79 LF ❑ ❑ —I Y, 7❑ � E
/( NN DISTURBED AREA OF 60" CMP / PROP.
6\
/ (CULVERT): 79 LF CULVERT RIP -RAP J ❑ ❑ ❑ El E
PROP. TEMPORARY (197 SF / 0.005 AC.) (BURIED 1') APRON
EXIST. TOP OFIMPERVIOUS DIKE a 6401� r� ,
BANK (TYP.) / f�
PROP. END OF TEMP.
STREAM IMPACT
(,� PROP. START OF
v TEMP.STREAM
EXIST. TOE OF — IMPACT
BANK (TYP.) i
(OHWM)� PROP. TEMPORARY
—FLOW _ /' O - RIP RAP APRON FOR
BYPASS DISCHARGE
642
PROP. TEMPORARY
IMPERVIOUS DIKE
XIST. TRIBUTARY 4 oo
PROP. TEMPORARY
/ \ 56 STREAMF I 0 00AC IMPACT: 20 LF
TEMP. BYPASS PUMPING ( ) 64�
(SEE CLDSM STD. NO. 30.22A) o a �• O 61
(SEE SHEET 19 OF 19) 0 516,
- s
6N6 PROP. RETAINING WALL (TYP.) �= \
(DESIGNED BY OTHERS) SS 'O O
O
GRAPHIC SCALE
( FEET
1 inchch = 40 ft. ) FOR USACE PERMITTING ONLY
U
z
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U 0 a 0 U)

O
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O PROP.GRADE
O
+
O
+ (TYP.)A
+
+
O
O
650
*
PROP. LIM
DISTURBED
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635
■■■■■■■■■■■■■■
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650
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640
G'
637 L
H
VERTICAL GRAPHIC SCALE GRAPHIC SCALE
( IN FEET) (IN FEET)
1 INCH = 4 FT. 1 inch = 40 ft.
a
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O
O
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PHASE 1 MAP 2 \
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PROP. PERMANENT
EXCLUDED -650 \ 0
�Fo WETLAND IMPACT
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\ 4,793 SF ± 0.11 AC)��
Cn
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/ PROP. COMMERCIAL \ \ Q Z LLJ
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GRAPHIC SCALE \ \. � . � — � \ � � \ — � � m � a O
z 0 co
w Co ( Q r
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, ,�h= 200ft. FOR USACE PERMITTING ONLY = � & E =
U 0 a 0 U)

w
DISCHARGE HOSE
z
ENERGY DISSIPATION
FLOW
ui
<
IMPERVIOUS
DIKE
SUCTION HOSE
_
FLOW
LL
0
Q
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t�
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PROJECT
TOP OF BANK
Z
w
EL
U
W
DEWATERING DEVICE
a
0
IL
Q
M
J
W
Z
Q
WORK AREA
NOTE:
ANCHOR ALL PUMPS AND PIPES SECURELY
Lu
0
NOT TO SCALE
w
Lu
• CITY OF CHARLOTTE
a
LAND DEVELOPMENT STANDARDS BYPASS PUMPING
STD. N0. REV.
o
N
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30.22A 15
3:
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N
o
�
r
LL
L
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