20221576 Ver 1_More Info Received_20230710 (3)

Baker, Caroline D
From:
Jason Steele <[e-mail]>
Sent:
Monday, July 10, 2023 12:40 PM
To:
Homewood, Sue
Cc:
Bailey, David E CIV USARMY CESAW (USA)
Subject:
RE: [External] Phase 1 Water and Sewer - Shaddox Creek Crossing
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Sue,
Response regarding pipe sizing for the Shaddox Creek bypass system is below.
The bypass piping will be design for an estimated 25-year/24-hour storm event. Regarding rock, before
constructing anything, Garney uses probes to profile the rock surface to the depth of excavation required. If
rock is encountered, its drilled and blasted when probing so the rock is loose when the pipe laying crew comes
through. This minimizes the time trenches are open and expedites pipe laying, backfilling and restoration
activities. In this area after rock profiling/blasting is done and the day before pipe installation crew arrives, the
Shaddox creek bypass piping is installed. When secure, the pipe crew advances pipe installation through the
area. After pipe is installed, concrete encased/cured and backfilled, the bypass piping is removed. Bypass
piping is only expected to be in place for a maximum of 10 days. The timing of these 10 days will be weather -
dependent. Bypass piping will not be installed when significant rain or severe weather events like hurricanes
are forecast.
Thanks,
Jason
From: Homewood, Sue <[e-mail]>
Sent: Thursday, July 6, 2023 10:00 PM
To: Jason Steele <[e-mail]>
Cc: Bailey, David E CIV USARMY CESAW (USA)<[e-mail]>
Subject: RE: [External] Phase 1 Water and Sewer - Shaddox Creek Crossing
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Hi Jason,

Thanks for the quick response on this. My concern about this is somewhat similar to the pump around, how will the
pipe be sized to handle a storm event? I guess part of my concern is that if there is rock in this area the pipe could be in
place for long enough that a storm would be expected.
Thanks,
Sue Homewood (she/her/hers)
401 & Buffer Permitting Branch
Division of Water Resources
[e-mail] please note my new email address
336 813 1863 mobile
919-707-3679 office
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Jason Steele <[e-mail]>
Sent: Thursday, July 6, 2023 4:50 PM
To: Homewood, Sue <[e-mail]>
Cc: Bailey, David E CIV USARMY CESAW (USA)<[e-mail]>
Subject: [External] Phase 1 Water and Sewer - Shaddox Creek Crossing
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Hi Sue and Dave,
Regarding the Shaddox Creek crossing: the contractor is proposing to use the method shown below. Instead of pumping
around the work area, bypass piping will be installed within the channel to carry the flow through the construction area
to the downstream segment. They will be able to excavate below the pipe in the dry and remove potential issues related
to doing a pump around (e.g., high flows overwhelming the pump, pump failure, etc.).
Construction sequence:
Step 1— Install upstream coffer dam.
Step 2 — Install bypass and seal around cofferdam.
Step 3 — Install downstream cofferdam as needed to prevent back flow into work area.
Step 4— Excavate underneath bypass pipe and install per plan.

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Jason Steele, PhD, PWS I Environmental Scientist I Freese and Nichols, Inc. 1 540-449-2837 1 [e-mail]
www.freese.com
r-IN NKHOLS
This electronic mail message is intended exclusively for the individual or entity to which it is addressed. This message,
together with any attachment, may contain the sender's organization's confidential and privileged information. The
recipient is hereby notified to treat the information as confidential and privileged and to not disclose or use the
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please immediately contact the sender by reply email and delete all copies of the material from any computer. Thank
you for your cooperation.
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state official.
3

Baker, Caroline D
From: Jason Steele <[e-mail]>
Sent: Monday, July 10, 2023 9:32 AM
To: Homewood, Sue
Cc: Bailey, David E CIV USARMY CESAW (USA)
Subject: RE: [External] Update: Sanford TIP Water and Sewer Impacts
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Hi Sue,
No in -stream work is being proposed in those areas beyond any temporary stream crossings that may be required to
move equipment, and due to not knowing exactly where the contractor may choose to put the temporary crossings,
opted to make the entire reach temporary. The upland areas around the streams are being graded to bury the utility line
at a lower depth by placing the excavated soils as overburden, which will allow for access by the City for future
maintenance and replacement. If we were to bury them as the norm for the other areas of the alignment, it would put
the pipe at a depth that would make repair and replacement nearly impossible due to the depth of burial.
Thanks,
Jason
From: Homewood, Sue <[e-mail]>
Sent: Monday, July 10, 2023 8:27 AM
To: Jason Steele <[e-mail]>
Cc: Bailey, David E CIV USARMY CESAW (USA)<[e-mail]>
Subject: RE: [External] Update: Sanford TIP Water and Sewer Impacts
This is an email from an EXTERNAL source. DO NOT click links or open attachments without positive sender verification
of purpose. Never enter USERNAME, PASSWORD or sensitive information on linked pages from this email. Please report
all suspicious messages using the Report Message button in Outlook.
Jason,
Can you please provide a narrative explanation of why the temporary impacts at Impact sites 5-33, 5-34, 5-35, 5-36 and
5-38 are so significant. It appears there is additional work occurring within this area that is not related to utility line
installation.
Thanks,
Sue Homewood (she/her/hers)

401 & Buffer Permitting Branch
Division of Water Resources
[e-mail] please note my new email address
336 813 1863 mobile
919-707-3679 office
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Jason Steele <[e-mail]>
Sent: Friday, July 7, 2023 12:02 PM
To: Homewood, Sue <[e-mail]>
Cc: Bailey, David E CIV USARMY CESAW (USA)<[e-mail]>
Subject: [External] Update: Sanford TIP Water and Sewer Impacts
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Sue and Dave,
First, my apologies! I was reviewing our table of impacts and found some accounting errors. A table of the identified
errors is below, and the updated impacts excel file is attached for your reference. I took the liberty of highlighting the
impact IDs that were directly related to mitigation (i.e., were either permanent stream impacts, permanent wetland
impacts, or permanent change of cover wetland impacts).
I have also included an impact summary with proposed mitigation by HUC-8 watershed.
Changes to Impact Table
Impact
ID
HUC-8
Modification within Impact Table
W-58
03030004
Changed from Temporary to PCC in impacts table
W-60
03030004
updated label to W-60A in table (was W-60) to match impact mapping
W-45
03030002
03030004 - updated table to reflect correct HUC-8, was previously 03030002
W-47
03030002
03030004 - updated table to reflect correct HUC-8, was previously 03030002
W-49
03030002
03030004 - updated table to reflect correct HUC-8, was previously 03030002
W-51
03030002
03030004 - updated table to reflect correct HUC-8, was previously 03030002
W-75
03030002
03030004 - updated table to reflect correct HUC-8, was previously 03030002
5-75
03030003
Changed from permanent no loss to permanent since will be culverted
5-74
03030003
Changed from permanent no loss to permanent since will be culverted
5-73
03030003
Changed from permanent no loss to permanent since will be culverted
5-72
03030003
Changed from permanent no loss to permanent since will be culverted
5-66
03030003
1 Changed from permanent no loss to permanent since will be culverted
Best Regards,

Jason Steele, PhD, PWS I Environmental Scientist I Freese and Nichols, Inc. 1 540-449-2837 1 [e-mail]
www.freese.com
NKHOL r-� S
This electronic mail message is intended exclusively for the individual or entity to which it is addressed. This message,
together with any attachment, may contain the sender's organization's confidential and privileged information. The
recipient is hereby notified to treat the information as confidential and privileged and to not disclose or use the
information except as authorized by sender's organization. Any unauthorized review, printing, retention, copying,
disclosure, distribution, retransmission, dissemination or other use of, or taking of any action in reliance upon, this
information by persons or entities other than the intended recipient is prohibited. If you received this message in error,
please immediately contact the sender by reply email and delete all copies of the material from any computer. Thank
you for your cooperation.
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties by an authorized
state official.
3

Baker, Caroline D
From: Jason Steele <[e-mail]>
Sent: Monday, July 10, 2023 12:25 PM
To: Homewood, Sue
Subject: [External] Stream Bank Stabilization Detail
Attachments: Bank Stabilization Detail -Utility Lines.png
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Sue,
The detail is attached.
Thanks,
Jason Steele, PhD, PWS I Environmental Scientist I Freese and Nichols, Inc. 1 540-449-2837 1 [e-mail]
www.freese.com
r-IN NKHOLS
This electronic mail message is intended exclusively for the individual or entity to which it is addressed. This message,
together with any attachment, may contain the sender's organization's confidential and privileged information. The
recipient is hereby notified to treat the information as confidential and privileged and to not disclose or use the
information except as authorized by sender's organization. Any unauthorized review, printing, retention, copying,
disclosure, distribution, retransmission, dissemination or other use of, or taking of any action in reliance upon, this
information by persons or entities other than the intended recipient is prohibited. If you received this message in error,
please immediately contact the sender by reply email and delete all copies of the material from any computer. Thank
you for your cooperation.