20211608 Ver 1_More Info Received_20220110

Strickland, Bev
From: Deborah Shirley <[e-mail]>
Sent: Monday, January 10, 2022 10:57 AM
To: Cohn, Colleen M
Cc: Camden Brunick; Norton, April R CIV USARMY CESAW (USA)
Subject: [External] Re: Austin Creek Phase 6&7
Attachments: 010 - 2021110528 - C-9 Grading and Storm Drainage Plan - Area "A".pdf
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Colleen,
Please see the attached Grading and Stormwater Drainage Plan for Austin Creek Phases 6 and 7, this is an
updated plan sheet dated 12-15-21 vs the one included with the application dated 11-20-17. Note that this is
an older project and I believe that plan sheet got inadvertently sent to us before being finalized.
There are no additional proposed impacts in the area of concern, a retaining wall was added to avoid that
wetland area W2.
We anticipate that this information will allow you to finalize your review the PCN application. If you have any
additional questions, please let us know.
Thanks,
Debbie
919-673-8793
From: Camden Brunick <[e-mail]>
Sent: Friday, January 7, 2022 7:54 AM
To: Deborah Shirley <[e-mail]>
Subject: Fwd: Austin Creek Phase 6&7
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From: Cohn, Colleen M <[e-mail]>
Sent: Thursday, January 6, 2022 4:54:50 PM
To: Camden Brunick <[e-mail]>
Cc: Norton, April R CIV USARMY CESAW (USA) <[e-mail]>
Subject: Austin Creek Phase 6&7
Camden,
I am reviewing the application for the above referenced project, and in order to complete the review, some additional
information is required:
i

1. From the Overall Site Map labeled C-8, it appears that there is a small wetland impact for road grading/fill across
from Lot Number 435. Please provide additional information on this wetland impact. [15A NCAC 02H .0502(c)]
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.
2

M: \Projects\LEN\2021110528\04—Production\Engineering\Construction Drawings\Current Drawings\2021110528—G1.dwg, 12/16/2021 2: 52: 34 PM, Kevin Vo
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CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with applicable codes. This limited review, and
authorization for construction is not to be considered to represent total compliance with all legal requirements for
development and construction. The property owner, design consultants, and contractors are each responsible for
compliance with all applicable City, State and Federal laws. This specific authorization below is not a permit, nor shall it be
construed to permit any violation of City, State or Federal Law. All Construction must be in accordance with all Local, State,
and Federal Rules and Regulations.
Electronic Approval: This approval
Raleigh Review Officer below. The
is being issued electronically. This
City will retain a
approval is valid only upon the signature of a City of
copy of the approved plans. Any work authorized by this approval must
proceed in accordance with the plans kept on file with
modification to this approval once issued will invalidate
City of Raleigh
the City. This electronic approval may not be edited once issued. Any
this approval.
Development Approval
City of Raleigh Review Officer
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EXISTING WETLANDS
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OEP-600
INV=330.00
DI-601 (CLASS IV)
RIM=347.00
INV IN=340.80 (JB-601A)
INV IN=330.50 (DI-633)
INV OUT=330.40
JB-601A (CLASS IV)
RIM=359.00
INV IN=341.50 (CB-602)
INV OUT=341.70
CB-602 (CLASS IV)
INV IN=354.60 (CB-622)
INV IN=341.80 (CB-603)
INV IN=355.10 (CB-602A)
INV OUT=341.70
CB-602A
INV OUT=355.20
CB-603 (CLASS IV)
T/C=359.56
INV IN=342.70 (CB-604)
INV OUT=342.20
CB-604 (CLASS IV)
T/C=361.01
INV IN=356.90 (CB-605)
INV IN=343.40 (CB-606)
INV OUT=343.30
CB-605
T/C=361.40
INV OUT=357.36
CB-606 (CLASS IV)
T/C=364.77
INV IN=344.40 (CB-607)
INV OUT=344.30
CB-607 (CLASS IV)
T/C=364.25
INV IN=344.75 (CB-608)
INV OUT=344.65
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INV IN=345.70 (CB-611)
INV IN=350.90 (CB-609)
INV OUT=345.60
CB-609
T/C=358.63
INV IN=351.30 (DI-610)
INV OUT=351.20
DI-610
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INV IN=352.20 (DI-610A)
INV OUT=352.10
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RIM=359.50
INV OUT=356.50
T/C=355.04
INV IN=346.35 (CB-613)
INV IN=350.85 (CB-612)
INV OUT=346.25
CB-612
INV OUT=351.04
CB-620
INV IN=354.60 (CB-620A)
INV OUT=354.40
CB-620A
INV OUT=357.25
CB-622
T/C=359.24
INV IN=354.90 (CB-623)
INV OUT=354.80
CB-623
T/C=359.87
INV IN=355.90 (CB-625)
INV IN=355.60 (CB-624)
CB-613 INV OUT=355.35
T/C=352.43 CB-624
INV IN=347.10 (CB-614)
INV OUT=347.00
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T/C=359.87
INV OUT=355.80
INV OUT=333.60
JB-634C
T/C=352.43
INV IN=347.40 (CB-614A) INV IN=356.80 (DI-627) INV OUT=339.75
RIM=343.00
INV OUT=347.30 INV OUT=356.50
CB-614A (DRIVE OVER GRATE) CB-635
INV IN=347.60 (CB-614B)
INV OUT=347.50
CB-614B
INV IN=349.00 (CB-616)
INV OUT=348.90
CB-615
INV OUT=351.90
CB-616
T/C=355.90
INV IN=349.90 (CB-617)
INV IN=351.60 (CB-615)
INV OUT=349.80
CB-617
T/C=357.14
INV IN=350.25 (CB-618)
INV OUT=350.15
CB-618
INV IN=352.25 (CB-620)
INV IN=350.55 (DI-619(OPEN THROAT INLET))
INV OUT=350.45
DI-619(OPEN THROAT INLET)
T/G=353.89
INV OUT=351.10
INV OUT=351.20
EXISTING 20' CITY OF
RALEIGH PUBLIC WATER
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77'/
DI-627
INV OUT=357.30
CB-628
T/C=361.81
INV IN=357.40 (CB-629)
INV OUT=357.30
CB-629
T/C=363.97
INV IN=357.80 (CB-630)
INV OUT=357.70
CB-630
T/C=363.98
INV IN=358.15 (CB-631)
INV OUT=358.05
CB-631
INV IN=358.45 (CB-632)
INV OUT=358.35
CB-632
T/C=362.69
INV OUT=358.62
DI-633 (CLASS IV)
RIM=351.20
INV IN=331.30 (JB-634)
INV OUT=331.20
JB-634 (CLASS IV)
RIM=349.00
INV IN=332.00 (DI-634A)
INV OUT=331.90
DI-634A
RIM=345.00
INV IN=332.80 (DI-634B)
INV OUT=332.70
DI-634B
RIM=336.80
T/C=344.53
INV IN=340.50 (CB-636)
INV IN=340.20 (CB-639)
INV OUT=340.05
CB-636
T/C=346.35
INV IN=342.35 (CB-637)
INV IN=342.10 (CB-636A)
INV OUT=342.00
CB-636A
T/C=347.71
INV OUT=342.35
CB-637
T/C=350.80
INV IN=346.60 (CB-638)
INV OUT=346.50
CB-638
T/C=350.80
INV OUT=346.80
CB-639
T/C=344.53
INV IN=340.50 (CB-640)
INV OUT=340.40
CB-640
T/C=347.78
INV IN=344.85 (CB-641)
INV OUT=344.75
CB-641
INV OUT=345.30
DI-702
INV IN=346.90 (DI-703)
INV OUT=346.80
DI-703
T/G=350.60
INV IN=347.90 (DI-748)
INV OUT=347.80
CB-708
T/C=362.74
INV IN=358.70 (CB-710)
INV IN=358.70 (DI-708A)
INV IN=358.55 (CB-709)
INV OUT=358.45
DI-708A
INV OUT=359.05
CB-709
T/C=362.74
INV OUT=358.70
CB-710
T/C=367.57
INV IN=363.55 (CB-711)
INV OUT=363.45
T/C=370.14
INV IN=366.10 (CB-712)
INV OUT=366.00
CB-712
T/C=370.82
INV OUT=366.80
These plans have been electronically approved for construction by the Town of Wake Forest
Public Works and Engineering Department. This approval may not be edited once issued.
Public Works/Engineering
These plans have been electronically approved for construction by the Town of Wake Forest
Planning Department This approval may not be edited once issued
Planning
141/
77
SEE EROSION CONTROL SHEETS FOR
GRADING SEQUENCING.
SEE SHEET C-2 FOR ALL PROJECT,
SITE, GRADING, STORM DRAINAGE,
UTILITY AND EROSION CONTROL NOTES
NC GRID (NAD 83)
GRAPHIC SCALE
50 0 25 50
100
1 inch = 50 ft.
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OWNER/DEVELOPER:
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PROJECT NO. 2021110528
FILENAME: 2021110528-G1
CHECKED BY:
JGM
DRAWN BY:
KWH
SCALE:
DATE:
12-15-21
SHEET NO.
C-9
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