20150994 Ver 1_Emails_20160208

Strickland, Bev
From: Joey Lawler <[e-mail]>
Sent: Monday, February 08, 2016 1:31 PM
To: Brown, David W SAW
Cc: Moore, Andrew W
Subject: RE: T-10 Replacement - Sheet Pilings and Temp Bridge at Green River Crossing
Attachments: 53020-34-052(IFCO20816).pdf, 20150208 Bi -Weekly Report.pdf
David - please see attached the first of the bi-weekly status reports included as a special condition of the permit. The
next will be submitted two weeks from today.
Also attached is the amended Green River crossing detail drawing for your records. Thanks and please let me know if
you need anything else -j
Joey Lawler, P.W.S.
Project Manager
ENGINEERING INTEGRITY
S&ME, Inc.
9751 Southern Pine Boulevard
Charlotte NC 28273 Map
Ph: 704.523.4726
Fax: [phone]
Mobile: [phone]
[e-mail]
www.smeinc.com
S&ME, Inc. moves up twelve spots in 2015 ENR Top 500 to 89.
This electronic message is subject to the terms of use set forth at www.smeinc.com/email. If you received this message
in error please advise the sender by reply and delete this electronic message and any attachments. Please consider the
environment before printing this email.
-----Original Message -----
From: Brown, David W SAW[mailto:[e-mail]]
Sent: Friday, February 05, 2016 7:09 AM
To: Joey Lawler <[e-mail]>
Cc: Moore, Andrew W <[e-mail]>
Subject: RE: T-10 Replacement - Sheet Pilings and Temp Bridge at Green River Crossing
Joey,
This looks good & no additional authorization is needed from the Corps at this crossing.
Have a good weekend,
David
1

David Brown, PG
Regulatory Specialist/Geologist
828-271-7980, ext. 232
[e-mail]
USACE Wilmington District - Asheville Regulatory Field Office
151 Patton Avenue, Room 208
Asheville, NC 28801-5006
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete the Customer Satisfaction Survey located at
http://corpsmapu.usace.army.mil/cm_apex/f?p=136:4:0
-----Original Message -----
From: Joey Lawler [mailto:[e-mail]]
Sent: Thursday, February 04, 2016 2:38 PM
To: Brown, David W SAW <[e-mail]>
Cc: Moore, Andrew W <[e-mail]>
Subject: [EXTERNAL] RE: T-10 Replacement - Sheet Pilings and Temp Bridge at Green River Crossing
David - per our conversation last week - attached is a photo of a similar crossing the contractor did somewhere else.
Andrew - I realized that I did not copy you on this last week, so please see below. The contractor is planning on installing
some temporary sheet pilings around either side of the live gasline to protect it during the open cut of the Green River.
There will be no change what -so -ever in the permitted impact footprint, but since this stuff wasn't depicted on the
original plan, so we are having them generate a drawing for your record. Their rough notes are attached for additional
reference as well.
I'll forward the clean drawing to you as soon as we get it, and please don't hesitate to call me if you have any questions -
Joey Lawler, P.W.S.
Project Manager
ENGINEERING INTEGRITY
S&ME, Inc.
9751 Southern Pine Boulevard

Charlotte NC 28273 Map
<Blockedhttp://maps.google.com/maps?q=9751%2OSouthern%2OPi ne%20BIvd%2CCharlotte%2CNC%2C28273%2CU nite
d % 20States>
Ph: 704.523.4726
Fax: [phone]
Mobile: [phone]
[e-mail] <mailto:[e-mail]> Blockedwww.smeinc.com <Blockedhttp://www.smeinc.com/>
S&ME, Inc. moves up twelve spots in 2015 ENR Top 500 to 89.
This electronic message is subject to the terms of use set forth at Blockedwww.smeinc.com/email
<Blockedhttp://www.smeinc.com/emai1> . If you received this message in error please advise the sender by reply and
delete this electronic message and any attachments. Please consider the environment before printing this email.
From: Joey Lawler
Sent: Monday, February 01, 2016 8:44 AM
To: '[e-mail]' <[e-mail]>
Cc: [e-mail]; Tom Perez <[e-mail]>
Subject: T-10 Replacement - Sheet Pilings and Temp Bridge at Green River Crossing
Hey David thanks for speaking with me today. Per our conversation, the contractor had some concern about exposing
the existing live line at the Green River crossing, so are taking some additional precautions. This is a sketch that they
provided. The sheet pilings will protect the existing pipe, and the bridge will let them string the new pipe and excavate.
All will be conducted within the existing permitted footprint - no additional temp workspace is required - no new
impacts, just changing the method of installation slightly.
I will be able to get you a better drawing for the record in the next few days. Thanks again for your help -j
Joey Lawler, P.W.S.
Project Manager
ENGINEERING INTEGRITY
S&ME, Inc.
9751 Southern Pine Boulevard

Charlotte NC 28273 Map
<Blockedhttp://maps.google.com/maps?q=9751%2OSouthern%2OPi ne%20BIvd%2CCharlotte%2CNC%2C28273%2CU nite
d % 20States>
Ph: 704.523.4726
Fax: [phone]
Mobile: [phone]
[e-mail] <mailto:[e-mail]> Blockedwww.smeinc.com <Blockedhttp://www.smeinc.com/>
S&ME, Inc. moves up twelve spots in 2015 ENR Top 500 to 89.
This electronic message is subject to the terms of use set forth at Blockedwww.smeinc.com/email
<Blockedhttp://www.smeinc.com/emai1> . If you received this message in error please advise the sender by reply and
delete this electronic message and any attachments. Please consider the environment before printing this email.

+�Mhmll •�L A-V
February 8, 2016
U.S. Army Corps of Engineers
Asheville Regulatory Field Office
151 Patton Avenue, Room 208
Asheville, NC 28801
Attention: Mr. David Brown, P.G.
Bi -Weekly — February 6, 2016
Line -Pipeline Replacement Project
Polk, Henderson and Buncombe Counties, North Carolina
USACE Action ID No. 2015-00457
DWR Project No. 15-0994
Dear Mr. Brown:
This letter is in reference to the Line T-01 Pipeline Replacement Project located in Polk, Henderson and
Buncombe Counties. In accordance with a special condition of project authorization under Nationwide
Permit No. 12, issued by your office on November 19, 2015, this letter represents the first of what will
hereafter consist of bi-weekly (once every two weeks) reports summarizing construction progress of the
project.
The primary construction contractor is Latex Construction Company (Latex). Although mobilization and
equipment staging operations commenced around the first week of January, project construction did not
officially commence until January 25, 2016. S&ME currently has three Environmental Inspectors assigned
to the project.
Relevant pre -construction activities (January 11— 24) and a summary of work that has occurred since the
official start of construction (January 25- February 6) are listed below:
+ Project has been broken into three phases for purposes of NPDES reporting: Phase 1 (Stations 0-390)
with rain gage at Green River Cove Road; Phase 2 (Stations 390-830) with rain gage at Chestnut
Stump Road; Phase 3 (Stations 830-1336) with rain gage at Lewis Road.
+ S&ME Environmental Inspectors marked streams and wetlands with signage and photographed
existing conditions in addition to marking Access Roads with signage and photographing existing
conditions.
+ An environmental orientation and pre -construction meeting were held on January 19, 2015 at PSNC
Hendersonville office. Orientation presented by S&ME personnel to Latex personnel (foremen -level
and above), S&ME Environmental Inspectors, PSNC personnel, and additional PSNC third -party
Inspectors. Mandatory NCDEQ Pre -construction meeting was scheduled for that afternoon at the
same location; however, NCDEQ personnel did not attend.

Bi -Weekly Status Report: January 11- February 6, 2015 Line T-01 Replacement Project
+ Latex plans to install some segmentable temporary sheet piling in Green River adjacent to existing
pipe to prevent undermining during installation of new pipe. S&ME performed hydraulic study and
determined that flow would not be altered substantially if the piling is installed as proposed and the
upstream dam releases were ceased during construction. Latex estimates that pipe installation can be
accomplished within 3-5 days if this approach is used. PSNC to notify Duke Energy regarding lake
release scheduling.
+ S&ME met with Cathy Ruth (Polk County Planning and Zoning) on January 20, 2016 to view pre -
construction conditions at the Green River and Ostin Creek crossings and discuss floodplain
encroachment mitigation measures.
Clearing — Latex Cleared ROW for Cane Creek HDD (Sta 1169+90 —1218+00) and mobilized to
Bright's Creek Golf Course (Sta 388+00). Began clearing ROW at Bright's Creek Golf Course, across
the Green River, and towards Silver Creek Road (Sta 388+00 —187+71) installing temporary bridges at
streams and timber mats across wetlands.
Environmental crew — Installed ECDs for Cane Creek HDD (Sta 1172+00 —1191+00) per plans.
Installed ECDs for entry pad at Wetland WC -19 HDD/Clear Creek HDD. Began installing ECDs at
Bright's Creek Golf Course towards the Green River (Sta 388+00 — 276+00) per plans.
+ Grading/ROW — Placed timber mats along ROW for access to Cane Creek HDD (Sta 1169+90 -
1190+00) including entry pad, exit pad, and temporary bridges over Streams SD -35 and SD -36 and
Wetlands WD -32 and WD -33. Placed timber mats for entry pad and along ROW for access to
Wetland WC -19 HDD (832+50 — 846+29) and Clear Creek HDD (Sta 847+02 — 855+06). Began
grading ROW at Bright's Creek Golf Course (Sta 388+00 — 308+00).
+ Road bore crew mobilized to Clubhouse Lane at Bright's Creek Golf Course on February 6, 2016 and
began preparing for road bore under Clubhouse Lane.
+ Major rain event (4.0" on February 3, 2016); numerous ECDs overwhelmed on Bright's Creek Golf
Course, with some sedimentation onto the golf course. Contractor began repairing ECDs and working
on removing off-site sedimentation on February 4, 2016, and is currently working on a plan with the
golf course operations director to clean up sediment on the driving range.
+ Daily reports provided by S&ME Environmental Inspectors indicate that construction operations to
date have been conducted in accordance with applicable conditions of the aforementioned permits,
with no deficiencies identified except as noted in the bullet above.
The next bi-weekly report is scheduled for submission on, or about, the week of February 22, 2016. If you
have questions or need additional information, please feel free to contact me at 704.523.4726.
Sincerely,
S&ME, Inc.
{r
Joey Lawler
Project Manager
February 8, 2016 Page 2

9
POLK COUNTY, NORTH CAROLINA
ATWS /
PERMANENT EASEMENT
EXISTING PIPELINE T-0018
1 �� I—� F—� �H—� F—� f—H ♦—�
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ONE UNIT RUNNING WATER LEVEL
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SCALE N.T.S.
245+50
PROJECTION SYSTEM: NAD83 STATE PLANE,
NORTH CAROLINA (U.S. SURVEY FEET)
R/W INGRESS
X=588523.9600'
Y=1031736.4737'
R/W EGRESS
X=588659.9957'
Y=1031677.8121'
I I I I I I 1
245+00 244+50 244+00 243+50 243+00 242+50 242+00
ISSUED FOR
CONSTRUCTION
08—FEB-201 6
3020-31-011 ALJGNMENT SHEET
ORAWNING NO. ORANING TIRE
REFERENCE DRAWINGS
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PROPOSE 20"PIPELINE T-0 1A
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175 FT.
CONCRETE COATED PIPE
245+50
PROJECTION SYSTEM: NAD83 STATE PLANE,
NORTH CAROLINA (U.S. SURVEY FEET)
R/W INGRESS
X=588523.9600'
Y=1031736.4737'
R/W EGRESS
X=588659.9957'
Y=1031677.8121'
I I I I I I 1
245+00 244+50 244+00 243+50 243+00 242+50 242+00
ISSUED FOR
CONSTRUCTION
08—FEB-201 6
3020-31-011 ALJGNMENT SHEET
ORAWNING NO. ORANING TIRE
REFERENCE DRAWINGS
990
980
970
960
950
940
930
920
910
900
890
880
870
MINIMUM MATERIALS
400 FEET -SHEET PILE SPECIFICATION PZC18 BALL &
SOCKET, 25" WIDTH X 0.375" WALL THICKNESS IN 25'
LENGTHS
250 FEET -H-BEAM FOR TIE -BACK AND WALL
STABILIZATION HP14-89 14" FLANGE IN 50' LENGTHS.
600 FEET -TIE-BACK CABLE - 3/<" HIGH STRENGTH WIRE
ROPE AND V HIGH STRENGTH COIL CONNECTOR RODS.
25 - MINIMUM NUMBER OF TIE -BACK ANCHORS 12
UPSTREAM AND 13 DOWNSTREAM AT 9 TO 10 FOOT
INTERVALS.
—FLOW
-TEMPORARY
CONSTRUCTION
BRIDGE
--ANCHOR (TYP.)
22"
PZC18 BALL&SOCKET, 0.375 WALL
THICKNESS 25" SEGMENT -50" UNIT
SHEET PILE DETAIL
SCALE: N-T.S.
.a
jC PROPOSED
/ RIVER i
Fi CROSSING >
NOTES
1. SHEET PILING TO BE USED BY CONTRACTOR SHALL BE
DESIGN BY A QUALIFIED GEOTECHNICAL ENGINEER.
2. SHEET PILING MINIMUM DESIGN SHALL PROVIDE A
SAFETY FACTOR OF 1.75.
3. SHEET PILING DESIGN SHALL PROVIDE NECESSARY
STABILITY FROM ANY EXPECTED VERTICAL AND
HORIZONTAL LOADING TO SUPPORT, EQUIPMENT, SOIL,
HYDRAULIC LOADING.
4. SHEET PILE DESIGN SHALL BE DRIVEN TO DEPTHS TO
PREVENT HYDRAULIC UNDER MINING AND SHALL HAVE
TIE -BACKS APPROPRIATELY DESIGNED TO PREVENT
ACTIVE AND PASSIVE WALL ROTATION AFTER MATERIAL IS
REMOVED BETWEEN PILE WALLS.
5. ADEQUATE NUMBER OF 14" DEEP WINDOWS SHALL BE
PROVIDED TO ACCOMMODATE NOMINAL STREAM FLOW
THROUGH THE UPSTREAM AND DOWNSTREAM
STRUCTURES WITHOUT UNDUE UPSTREAM HYDRAULIC
GAIN. (MINIMUM UPSTREAM WATER HEAD OF 12 INCHES
ABOVE MEAN AVERAGE FLOW ELEVATION DOWNSTREAM
OF THE STRUCTURES.
6. ALL EQUIPMENT USED WITHIN AND OVER WATER SHALL
USE VEGETABLE HYDRAULIC FLUID AND BE EQUIPPED
WITH SECONDARY CONTAINMENT FUEL CELLS.
7. CONTRACTOR SHALL PROVIDE ON SITE ALL NECESSARY
BOOMS, SORBENTS, BOATS, TO REACT IMMEDIATELY TO
MITIGATE ACCIDENTAL RELEASE OF ANY FLUIDS FROM
EQUIPMENT.
8. EXCAVATED MATERIAL SHALL NOT BE PLACED WITHIN
THE STREAM BUT UPON THE STREAM BANK WITHIN A
SEDIMENT CONTAINMENT STRUCTURE AND SUFFICIENT
DISTANCE FROM THE WATER TO PREVENT MIGRATING
BACK TO THE WATER UNTIL SUCH TIME TO BACKFILL
THE CROSSING.
9. EVERYOTHER Z PILE SHEET SHALL BE DRIVEN A
MINIMUM OF 6 -INCHES BELOW WATER SURFACE.
HP14-89 H -BEAM, FLANGE AND WEB THICKNESS 0.615"
SHEET PILE INSTALLATION DETAIL
SCALEN T 3
RIVER FLOW RATES
NOMINAL FLOW : 42-60 CFS
ONE TUXEDO UNITS RUNNING 222-240 CFS
TWO TUXEDO UNITS RUNNING 402-420 CFS
2 YEAR 30 MINUTE RAIN FALL EVENT OF 1.2
INCHES, 38,400 ACRE DRAINAGE ADDS 427 CFS
0 25 50
PLAN SC4E' 1•_50'
0 25 50
PROFILE (H) SCHE 1--50'
0 25 50
IE CHmm �7) yy ENGINEER
.RA
APP�OOED
ISSUE RECORD (V) scxE. 1-
14"
I
H 14"
WBA, P, C,
FIRM REGISTRATION NUMBER: NC C-2618
PSNC ENERGIG
SCANA - T -001A REPLACEMENT
GREEN RIVER CROSSING
SHEET PILE DETAIL
POLK COUNTY NORTH CAROLINA
AWN SJS Sc�,E NOTED AFE 0059354
GR WL 02-05-16 DRAWING NO.
IKFA SL
;RO„�, DEM 53020-34-052
iPPR�OVED JWL
Feb, ­y 08, 2010 — &Ok.
LEGEND
- ~- -
EROSION & SEDIMENTARY CONTROL DEVICE
TEMPORARY SPOIL PILE
WOOD MATS
°$
ENERGY DISSIPATION MATERIAL
----
TURBIDITY CURTAINS
SHEET PILE
0
H BEAM
TEMPORARY CONSTRUCTION BRIDGE
MINIMUM MATERIALS
400 FEET -SHEET PILE SPECIFICATION PZC18 BALL &
SOCKET, 25" WIDTH X 0.375" WALL THICKNESS IN 25'
LENGTHS
250 FEET -H-BEAM FOR TIE -BACK AND WALL
STABILIZATION HP14-89 14" FLANGE IN 50' LENGTHS.
600 FEET -TIE-BACK CABLE - 3/<" HIGH STRENGTH WIRE
ROPE AND V HIGH STRENGTH COIL CONNECTOR RODS.
25 - MINIMUM NUMBER OF TIE -BACK ANCHORS 12
UPSTREAM AND 13 DOWNSTREAM AT 9 TO 10 FOOT
INTERVALS.
—FLOW
-TEMPORARY
CONSTRUCTION
BRIDGE
--ANCHOR (TYP.)
22"
PZC18 BALL&SOCKET, 0.375 WALL
THICKNESS 25" SEGMENT -50" UNIT
SHEET PILE DETAIL
SCALE: N-T.S.
.a
jC PROPOSED
/ RIVER i
Fi CROSSING >
NOTES
1. SHEET PILING TO BE USED BY CONTRACTOR SHALL BE
DESIGN BY A QUALIFIED GEOTECHNICAL ENGINEER.
2. SHEET PILING MINIMUM DESIGN SHALL PROVIDE A
SAFETY FACTOR OF 1.75.
3. SHEET PILING DESIGN SHALL PROVIDE NECESSARY
STABILITY FROM ANY EXPECTED VERTICAL AND
HORIZONTAL LOADING TO SUPPORT, EQUIPMENT, SOIL,
HYDRAULIC LOADING.
4. SHEET PILE DESIGN SHALL BE DRIVEN TO DEPTHS TO
PREVENT HYDRAULIC UNDER MINING AND SHALL HAVE
TIE -BACKS APPROPRIATELY DESIGNED TO PREVENT
ACTIVE AND PASSIVE WALL ROTATION AFTER MATERIAL IS
REMOVED BETWEEN PILE WALLS.
5. ADEQUATE NUMBER OF 14" DEEP WINDOWS SHALL BE
PROVIDED TO ACCOMMODATE NOMINAL STREAM FLOW
THROUGH THE UPSTREAM AND DOWNSTREAM
STRUCTURES WITHOUT UNDUE UPSTREAM HYDRAULIC
GAIN. (MINIMUM UPSTREAM WATER HEAD OF 12 INCHES
ABOVE MEAN AVERAGE FLOW ELEVATION DOWNSTREAM
OF THE STRUCTURES.
6. ALL EQUIPMENT USED WITHIN AND OVER WATER SHALL
USE VEGETABLE HYDRAULIC FLUID AND BE EQUIPPED
WITH SECONDARY CONTAINMENT FUEL CELLS.
7. CONTRACTOR SHALL PROVIDE ON SITE ALL NECESSARY
BOOMS, SORBENTS, BOATS, TO REACT IMMEDIATELY TO
MITIGATE ACCIDENTAL RELEASE OF ANY FLUIDS FROM
EQUIPMENT.
8. EXCAVATED MATERIAL SHALL NOT BE PLACED WITHIN
THE STREAM BUT UPON THE STREAM BANK WITHIN A
SEDIMENT CONTAINMENT STRUCTURE AND SUFFICIENT
DISTANCE FROM THE WATER TO PREVENT MIGRATING
BACK TO THE WATER UNTIL SUCH TIME TO BACKFILL
THE CROSSING.
9. EVERYOTHER Z PILE SHEET SHALL BE DRIVEN A
MINIMUM OF 6 -INCHES BELOW WATER SURFACE.
HP14-89 H -BEAM, FLANGE AND WEB THICKNESS 0.615"
SHEET PILE INSTALLATION DETAIL
SCALEN T 3
RIVER FLOW RATES
NOMINAL FLOW : 42-60 CFS
ONE TUXEDO UNITS RUNNING 222-240 CFS
TWO TUXEDO UNITS RUNNING 402-420 CFS
2 YEAR 30 MINUTE RAIN FALL EVENT OF 1.2
INCHES, 38,400 ACRE DRAINAGE ADDS 427 CFS
0 25 50
PLAN SC4E' 1•_50'
0 25 50
PROFILE (H) SCHE 1--50'
0 25 50
IE CHmm �7) yy ENGINEER
.RA
APP�OOED
ISSUE RECORD (V) scxE. 1-
14"
I
H 14"
WBA, P, C,
FIRM REGISTRATION NUMBER: NC C-2618
PSNC ENERGIG
SCANA - T -001A REPLACEMENT
GREEN RIVER CROSSING
SHEET PILE DETAIL
POLK COUNTY NORTH CAROLINA
AWN SJS Sc�,E NOTED AFE 0059354
GR WL 02-05-16 DRAWING NO.
IKFA SL
;RO„�, DEM 53020-34-052
iPPR�OVED JWL
Feb, ­y 08, 2010 — &Ok.