20220471 Ver 1_More Information Received_20220615

Strickland, Bev
From: Harbour, Jeff W <[e-mail]>
Sent: Wednesday, June 15, 2022 8:50 AM
To: Cohn, Colleen M
Subject: RE: [External] RE: Belle Grove DWR#20220471 - REQUESTED INFO ATTACHED
Attachments: Belle Grove Impact Maps Set.pdf
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Report Spam.
Colleen,
Plans that clearly show the SCM are attached per your request. Thank you for your continued assistance with this.
Have a great day
Jeff Harbour, PWS
Senior Scientist I Natural Resources
2401 Brentwood Road, Suite 107 I Raleigh, NC 27604
D [phone] I M [phone]
jeff.harbour©terracon.com I Terracon.com
"EMI
From: Cohn, Colleen M <[e-mail]>
Sent: Monday, June 13, 2022 6:06 PM
To: Harbour, Jeff W <[e-mail]>
Subject: RE: [External] RE: Belle Grove DWR#20220471 - REQUESTED INFO ATTACHED
If they can move the labels on the site plan so that it could clearly be shown as an SCM, then it would not require
mitigation.
Colleen Cohn
Environmental Specialist II
North Carolina Department of Environmental Quality
Division of Water Resources
Raleigh Regional Office
380o Barrett Drive
Raleigh, NC 27609
Office: 919-791-4258
E-mail correspondence to and from this address may be subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Harbour, Jeff W <[e-mail]>
Sent: Monday, June 13, 2022 6:02 PM
1

To: Cohn, Colleen M <[e-mail]>
Subject: RE: [External] RE: Belle Grove DWR#20220471 - REQUESTED INFO ATTACHED
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Yes, it is a discharge from a primary SCM. Sorry for the confusion.
Jeff Harbour, PWS
Senior Scientist I Natural Resources
2401 Brentwood Road, Suite 107 I Raleigh, NC 27604
D [phone] I M [phone]
jeff.harbour©terracon.com I Terracon.com
From: Cohn, Colleen M <[e-mail]>
Sent: Monday, June 13, 2022 6:00 PM
To: Harbour, Jeff W <[e-mail]>
Subject: RE: [External] RE: Belle Grove DWR#20220471 - REQUESTED INFO ATTACHED
Jeff,
I'm asking is it a discharge from a primary SCM? It might fit under SCM better than Utility.
Colleen Cohn
Environmental Specialist II
North Carolina Department of Environmental Quality
Division of Water Resources
Raleigh Regional Office
380o Barrett Drive
Raleigh, NC 27609
Office: 919-791-4258
E-mail correspondence to and from this address may be subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Harbour, Jeff W <[e-mail]>
Sent: Monday, June 13, 2022 5:25 PM
To: Cohn, Colleen M <[e-mail]>
Subject: RE: [External] RE: Belle Grove DWR#20220471 - REQUESTED INFO ATTACHED
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
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Colleen,
Attached is the SOA for the Zone 1 buffer mitigation. I will have the revised map to you asap from the engineer.
Thanks!
2

Jeff Harbour, PWS
Senior Scientist I Natural Resources
2401 Brentwood Road, Suite 107 I Raleigh, NC 27604
D [phone] I M [phone]
jeff.harbour©terracon.com I Terracon.com
Ell C'3 ICI
From: Cohn, Colleen M <[e-mail]>
Sent: Friday, June 10, 2022 11:30 AM
To: Harbour, Jeff W <[e-mail]>
Cc: Dailey, Samantha J CIV USARMY CESAW (USA) <[e-mail]>
Subject: RE: [External] RE: Belle Grove DWR#20220471 - REQUESTED INFO ATTACHED
No, I do not think it falls under "Utility - Non -Sewer Underground Line... Perpendicular Crossings or Entry". If you want to
use "Utility — Non -Sewer Underground Line...Impacts other than perpendicular crossings" the Zone 1 impacts are not the
result of tying into an existing utility line, so Zone 1 impacts would require mitigation.
Is this a new drainage conveyance from a Primary SCN as defined in 15A NCAC 02H .1002 that is approved under a state
stormwater program or a state -approved local government stormwater program? If so, can you please have them revise
the plans to move the labels obscuring the SCM and clearly mark it as a SCM? Have the Stormwater Plans been reviewed
and approved by Wake County?
B
TEMPORARY WETLAND IMPACT
AREA A - WETLAND FILL
1 SF
vie
TEMPORARY OPEN WATER IMPACT
AREA A - OPEN WATER FILL
336F
• • • •
• + + •
411
+ + i • 4 • F • 1. ▪ 1
+ 11.
♦ t •+ + • • •
WETLAND CONVERSION IMPACT + .. • . • • . • • +
AREA B - (EARED MAINTENANCE) . • + rt ..▪ ... •
3,729F +;. •#+i.+•+ •
Colleen Cohn
Environmental Specialist II
North Carolina Department of Environmental Quality
Division of Water Resources
R • 1
3

Raleigh Regional Office
380o Barrett Drive
Raleigh, NC 27609
Office: 919-791-4258
E-mail correspondence to and from this address may be subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Harbour, Jeff W <[e-mail]>
Sent: Thursday, May 26, 2022 9:24 AM
To: Cohn, Colleen M <[e-mail]>
Cc: Dailey, Samantha J CIV USARMY CESAW (USA) <[e-mail]>
Subject: [External] RE: Belle Grove DWR#20220471 - REQUESTED INFO ATTACHED
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Colleen,
Attached please find the revised buffer impact maps along with a revised page from the PCN with the buffer impact
table revised. Going back through the Table of Uses, I'm proposing using the Non -Sewer Utility Line category for the
outfall pipe. The impacts proposed are Deemed Allowable under this category; if you agree.
Thanks
Jeff Harbour, PWS
Senior Scientist I Natural Resources
2401 Brentwood Road, Suite 107 I Raleigh, NC 27604
D [phone] I M [phone]
jeff.harbour©terracon.com I Terracon.com
tir DM 0 CI
From: Cohn, Colleen M <[e-mail]>
Sent: Friday, May 20, 2022 11:16 AM
To: Harbour, Jeff W <[e-mail]>
Cc: Dailey, Samantha J CIV USARMY CESAW (USA) <[e-mail]>
Subject: Belle Grove DWR#20220471
Good morning,
I am beginning my review of the above referenced project, and in order to complete the review, some additional
information is required:
1) Zone 1 of the buffer is shown as 20' and Zone 2 is shown as 30' on impact map IM-3.0. Zone 1 should be 30' and
Zone 2 should be 20'. Please revise the impact maps, and if necessary, provide an updated impact table. [15A
NCAC 02B .0714(8)]
2) Please provide a description and/or citation for the impact types shown in the Buffer Impact Table. "Deemed
allowable" and "Allowable w/ mitigation" do not convey which item in the rules or table of uses that the impact
type falls under. [15A NCAC 02B .0714]
4

Thanks,
Colleen Cohn
Environmental Specialist II
North Carolina Department of Environmental Quality
Division of Water Resources
Raleigh Regional Office
380o Barrett Drive
Raleigh, NC 27609
Office: 919-791-4258
E-mail correspondence to and from this address may be subject to the
North Carolina Public Records Law and may be disclosed to third parties.
Terracon provides environmental, facilities, geotechnical, and materials consulting engineering services delivered with
responsiveness, resourcefulness, and reliability.
Private and confidential as detailed here (www.terracon.com/disclaimer). If you cannot access the hyperlink, please e-mail
sender.
5

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(OPEN WATER FILL)
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TOTAL TEMPORARY WETLAND IMPACT = 67 SF
(WETLAND FILL)
TOTAL WETLAND CONVERSIONS IMPACT = 3,729 SF
(CLEARED MAINTENANCE)
TOTAL BUFFER IMPACT - ZONE 2 = 435 SF
TOTAL BUFFER IMPACT - ZONE 1 = 423 SF
NOTE:
POND WILL BE DRAINED FOR
CONSTRUCTION. AREA BELOW THE
IMPACT WILL BE ALLOWED TO REVERT L
TO WETLAND CONDITIONS AND WILL Z
REMAIN UNDISTURBED.
THIS DRAWING IS THE PROPERTY OF:
The Spaulding Group, PA
AND IS NOT TO BE REPRODUCED OR COPIED IN WHOLE OR IN PART
WITHOUT PERMISSION FROM THE SPAULDING GROUP, PA. THIS
DRAWING IS NOT TO BE USED ON ANY OTHER PROJECT AND IS TO
BE RETURNED TO SPAULDING & NORRIS, PA, UPON REQUEST.
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PROJECT NUMBER
979-20
REFER TO SHEET IM-3.0

131
EX. WETLANDS
TEIRPOR,mr-,
WETLAND FILL
I
POND
AREA A - ROADWAY
265 SF
ui
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3,407 SF
AREA A - WETLAND FILL EX. WE
EX. POND
TEMPORARY OPEN WATER IMPACT (TYP)
OPEN WATER FILL
GROUND
WADER
LEVEL
322.0
TEMPORARY OPEN WATER IMPACT
AREA A - OPEN WATER FILL
314 SF
I
TEMPORARY WETLAND IMPACT
j AREA A - WETLAND FILL
I 8 SF
I
PROPOSED PROP.
RAW 8" DIP WL
PAD
322.5
72
PROP.
SANITARY
SEWER
PERMANENT WETLAND IMPACT s s
AREA A - ROADWAY
176 SF
TEMPORARY WETLAND IMPACT R(W PROPOSED
AREA A - WETLAND FILL
21 SF
AREA A I M PACT MAP TOTALS
TOTAL PERMANENT OPEN WATER
= 3,407 SF
IMPACT (ROADWAY)
TOTAL TEMPORARY OPEN WATER
= 650 SF
IMPACT (OPEN WATER FILL)
TOTAL PERMANENT WETLAND
= 441 SF
IMPACT (ROADWAY)
TOTAL TEMPORARY WETLAND
= 67 SF
IMPACT (WETLAND FILL)
NOTE:
POND WILL BE DRAINED FOR
CONSTRUCTION. AREA BELOW THE
IMPACT WILL BE ALLOWED TO REVERT
TO WETLAND CONDITIONS AND WILL
REMAIN UNDISTURBED.
co
00
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6
-
M
M
VERTICAL SCALE: 1" = 10'
9+50 10+00 10+50 11+00 11+50
HORIZONTAL SCALE: 1" = 50'
BELLE GROVE SUBDIVISION
PREPARED FOR:
CAROLINA LAND GROUP
D RAW I N G
I M PACT MAP
341 KILMAYNE DRIVE STE. 201
CARY, NC 27511
SHEET
SCALE: 1 ° = 40
I n /� —2
I V I
DATE : 03/14/2022
S&N FIRM CERT. #: C-1875
.O
C+
PROJECT ENGINEER:
THOMAS J. SPAULDING
THE SPAULDING GROUP, PA
PROJECT NUMBER
PROJECT CADD DESIGNER:
IRIS MITCHELL
planning - civil engineering
1611jones Finn in Road Suite101Raleigb,NC27606
Pho-[phone] F.[phone]
979-20
PROJECT SURVEYOR:
SURVEYOR

w w w w \ w Z N''L
\yv w \\ \�
\V A xL
y EX. WETLANDS y W 1-1\
(TYP)
TEMPORARY WETLAND IMPACT-\�
PROPOSED 20' BUFFER AREA B - (EXCAVATION)
1,330 SF
(TYP)
PROPOSED �� y = weir
STORM
w SEWER\w w w�\w
W PERMANENT BUFFER IMPACT XO
AREA B - ZONE 1 WETLAND CONVERSION IMPACT
423 SF l�,I AREA B - (CLEARED MAINTENANCE) y \
\ Q�Q 3,729 SF \
PERMANENT BUFFER IMPACT
BUFFER �\\
I\ 435 SF - (TYP)
�O LOp _ ^O� S -- 00 1 Y Y Y W Y
xQ
PROPERTY
ES 1 m = LINE
2 3p p, 300
N4
0NF7 X. STREAM t y o EX. STREAM
(TYP)
/f 7 \7' BUFFER (TYP) / -
j
CREEK (TYP) - - - - EX. CREEK (TYP)
i -
REFER TO SHEET IM-1.0
FOR PROFILE VIEW
BELLE GROVE SUBDIVISION
I M PACT MAP
SCALE: 1"
THE SPAULDING GROUP, PA
planning - civil engineering
1611, Jones F3anklin Road Suite 101 Raleigh, NC27606
P6one(919)854-7990 Fax[phone]
IMPACT MAP TOTALS
TOTAL WETLAND CONVERSION IMPACT (CLEARED = 3,729 SF
(MAINTENANCE)
TEMPORARY WETLAND IMPACT (EXCAVATION) = 1,330 SF
TOTAL PERMANENT BUFFER IMPACT - ZONE 2 = 435 SF
TOTAL PERMANENT BUFFER IMPACT - ZONE 1 = 423 SF
PREPARED FOR:
CAROLINA LAND GROUP
341 KILMAYNE DRIVE STE. 201
CARY, NC 27511
DATE : 03/14/2022
S&N FIRM CERT. #: C-1875
PROJECT ENGINEER:
THOMAS J. SPAULDING
PROJECT CADD DESIGNER:
IRIS MITCHELL
PROJECT SURVEYOR:
SURVEYOR
e'1 A \ All In
JfICC l
M-3.0
PROJECT NUMBER
979-20