20201077 Ver 1_USACE Correspondence_20210805

Strickland, Bev
From: Bailey, David E CIV USARMY CESAW (USA) <[e-mail]>
Sent: Thursday, August 5, 2021 8:52 AM
To: Chris Belk
Cc: Jason Steele; 'Nawfal Shujaa'; Jake Lantz; Homewood, Sue
Subject: [External] RE: NW Permit 12: Registers Creek Pump Station and Force Main - City of
High Point, Guilford County; SAW-2020-00682
Attachments: Pages from Registers_Creek_Iss_For_Constr_Flattened.pdf; Direction Drill Bore Plan
Under Deep River.pdf
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Hi Chris, and thank you for your phone call earlier this week and accompanying plans sent via email on 8/2 and 8/3/2021
(attached). As previously discussed, the Deep River crossing required for the above referenced project must remain
consistent and in compliance with Special Condition c of the Individual Permit issued by the Corps to Piedmont Triad
Regional Water Authority for the construction of Randleman Lake (SAW-1991-02669), specifically the Deep River and its
adjacent 200-foot buffer (i.e. land owned by the Piedmont Triad Regional Water Authority). Based on the attached
information, the new alternative method of crossing the Deep River has been determined to meet these requirements
by the Corps of Engineers, Wilmington District (Corps). However, any deviation from these methods will require
coordination with the Corps to ensure continued compliance.
As stated in my email dated 4/9/2021, the remaining stream and wetland crossings associated with the Registers Creek
Pump Station and Force Main are still authorized under Nationwide Permit (NWP) 58 without requiring submittal of a
PCN.
Please let me know if you have any questions.
-Dave Bailey
David E. Bailey, PWS
Regulatory Project Manager
US Army Corps of Engineers
CE-SAW-RG-R
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Office: [phone], Ext. 30.
Mobile: [phone]
Fax: [phone]
Email: [e-mail]
We would appreciate your feedback on how we are performing our duties. Our automated Customer Service Survey is
located at: https://regulatory.ops.usace.army.mil/customer-service-survey/
Thank you for taking the time to visit this site and complete the survey.
From: Chris Belk <[e-mail]>
Sent: Monday, August 2, 2021 5:35 PM
1

To: Bailey, David E CIV USARMY CESAW (USA) <[e-mail]>
Cc: Jason Steele <[e-mail]>; 'Nawfal Shujaa' <[e-mail]>; Jake Lantz
<[e-mail]>
Subject: [Non-DoD Source] NW Permit 12: Registers Creek Pump Station and Force Main - City of High Point, Guilford
County; SAW-2020-00682
David,
Thank you for taking my call earlier today regarding using Horizontal Directional Drilling (HDD) method to cross under
the Deep River in lieu of the previously proposed open -cut. The HDD will be approximately 520 feet of 18-inch ductile
iron pipe that would begin and end within the Randleman Buffer Zone, however the work area would be limited to the
existing 12-inch FM easement (no additional disturbed area is being requested). The 12-inch FM in this area will be filled
with flowable fill and abandoned in place. Attached find a sketch of the approximate location of the HDD, as well as the
boring plan from the Contractor's drilling subcontractor.
The Contractor has requested this change as they have indicated the river is too deep in this area to use temporary
coffer dams, and sheet piling a coffer dam would be challenging due to the potential presence of the boulders. In
essence they feel the previously proposed open -cut solution is not viable.
Please let me know if the proposed HDD is permissible so long as: 1) we do not disturb any area outside of the existing
12-inch FM easement (as was previously proposed for the replace in place option); and 2) the existing 12-inch FM is
abandoned in place by filling with flowable fill.
If you have additional questions or concerns please let me know.
Thanks,
Chris
Chris Belk, P.E.
Senior Water/Wastewater Project Manager
Freese and Nichols, Inc.
919-582-5862
1017 Main Campus Drive
Suite 1200
Raleigh, NC 27606
www.freese.com
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Vermeer
gqO7LAS V3.2
B" 'RE PLANNER'
Do not use or rely upon this ATLAS Bore Planner for avoidance of underground utilities.
Utility locations and the planned bore path displayed in the ATLAS Bore Plannermust be
consideredestimates until exact locations are determined by the user. When the actual boring
operation approaches the estimated locations of underground utility installations, the exact
locations must be determined by safe and acceptable means. OHSA CFR 29 1926.651.
Job: RegitersCreek.vd3
Machine: D100x120 11
Date: July 16, 2021
Minimum Cover: 0.0"
Longitude: 0° 0' 0.000000"
Latitude: 0° 0' 0.000000"
Bearing: 0°
Elevation: 0"
Entry Angle: -9.8%
Setup Distance: 5.03'
Setup Left/Right: 0.00'
Notes
Ballantyne Infrastructure Group
8896 Gladden Hill Lane
Fort Mill, SC 29715
704-774-7100
Rod
Rod Length: 20.00'
Diameter: 3.5"
Bend: 666.87'
Quantity: 27
Entry Point Offset:
Pilot Bit: 8.0"
Reamer: 30.0"
-0.0"
Pilot Hole Volume: 1363 gallons
Backreamed Hole Volume: 19173 gallons
Pilot Hole Mud Volume: 4090 gallons
Backreamer Mud Volume: 57520 gallons
Total Mud Volumes: 61610 gallons
RegitersCreek - D100x120 II
July 16, 2021 6:22:25 pm Page 1 / 4

Do not use or rely upon this ATLAS Bore Planner for avoidance of underground utilities
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July 16, 2021 6:22:25 pm
RegitersCreek - D100x120 II

Vermeer
LAS V3.2
B Thk„DATE PLANNER®
Rod
Do not use or rely upon this ATLAS Bore Planner for avoidance of underground utilities.
Ballantyne Infrastructure Group • 8896 Gladden Hill Lane Fort Mill, SC 29715 • 704-774-7100
Plan
Length
ft
Dist.
ft
Depth
ft/in
L/R
ft
Pitch
Azimuth Act.Depth Act.L/R Act.Pitch
ft/in ft
1
20.00
24.90
3'1"
0.00
-12.9
0.0
2
40.00
44.70
5'10"
0.00
-14.7
0.0
3
60.00
64.49
8'9"
0.00
-14.7
0.0
4
80.00
84.28
11'8"
0.00
-14.7
0.0
5
100.00
104.07
14'7"
0.00
-14.7
0.0
6
120.00
123.86
17'6"
0.00
-14.7
0.0
7
140.00
143.65
20'5"
0.00
-14.7
0.0
8
160.00
163.44
23'3"
0.00
-14.7
0.0
9
180.00
183.22
26'2"
0.00
-14.7
0.0
10
200.00
203.04
28'5"
0.00
-12.2
0.0
11
220.00
222.93
27'4"
0.00
-9.1
0.0
12
240.00
242.87
27' *
0.00
-6.1
0.0
13
260.00
262.85
27'11"
* 0.00
-3.1
0.0
14
280.00
282.84
28'3" *
0.00
-0.1
0.0
15
300.00
302.84
27'11"
* 0.00
2.9
0.0
16
320.00
322.82
27'1" *
0.00
5.9
0.0
17
340.00
342.76
25'7" *
0.00
8.9
0.0
18
360.00
362.66
23'6" *
0.00
12.0
0.0
19
380.00
382.48
23'7"
0.00
15.0
0.0
20
400.00
402.21
23'1"
0.00
18.1
0.0
21
420.00
421.85
19'4"
0.00
19.3
0.0
22
440.00
441.49
15'7"
0.00
19.3
0.0
23
460.00
461.13
11'9"
0.00
19.3
0.0
24
480.00
480.77
8'
0.00
19.3
0.0
25
500.00
500.40
4'2"
0.00
19.3
0.0
26
520.00
520.04
5"
0.00
19.3
0.0
27
522.15
522.15
-0"
0.00
19.3
0.0
* indicates depth is reported to water surface
RegitersCreek - D100x120 II
July 16, 2021 6:22:25 pm Page 3 / 4

; LAS V3.2
Vermeer '`B RE PLANNER®
Do not use or rely upon this ATLAS Bore Planner for avoidance of underground utilities.
Ballantyne Infrastructure Group • 8896 Gladden Hill Lane Fort Mill, SC 29715 • 704-774-7100
Utilities
RegitersCreek - D100x120 II
July 16, 2021 6:22:25 pm Page 4 / 4