20070741 Ver 2_Pre-Filing Request Review_20210503

DWR Pre -Filing Meeting Request Form
ID#*
Regional Office*
Reviewer List*
20070741
Version *
2
Asheville Regional Office - [phone]
Kaylie Yankura
Pre -Filing Meeting Request submitted 5/3/2021
Contact Name *
Contact Email Address*
Project Name*
Project Owner*
Project County*
Victor Lofquist, PE
[e-mail]
Replacement of Potable Water & Sanitary Sewer Stream Crossing Mains
Wade Hampton POA
Jackson
Owner Address: Street Address
Wade Hampton POA, Inc.
Address Line 2
Post Office Box 2286
aty State / Rovince / Region
Cashiers NC
Fbstal / Zip Code Country
28717 Jackson
Is this a transportation project?* r Yes (' No
Type(s) of approval sought from the DWR:
fJ 401 Water Quality Certification - I— 401 Water Quality Certification -
Regular Express
I— Individual Permit I— Modification
I— Shoreline Stabilization
Does this project have an existing project ID#?*
r Yes (' No
Do you know the name of the staff member you would like to request a meeting with?
Kaylie Yankura
Please give a brief project description below and include location information. *

This project is being completed to replace sections of existing sewer and
water mains which are elevated crossings of an UT of Silver Run Creek
(Stream Index No. 4-14-1) with subsurface stream crossing mains. The
existing sections of above ground stream crossings are subject to
damage and freezing. The project is located on NC Highway 107 south of
the Cashiers cross roads at approximate Lat 35.08483, Long -83.06956
and is located between Jackson County NC tax parcel numbers 7581-13-
5823 and 7581-20-0657.
Please give a couple of dates you are available for a meeting.
5/11/2021
5/18/2021
5/18/2021
6/3/2021
6/8/2021
Please attach the documentation you would like to have the meeting about.
Fig 1-Location - Wade Hampton Utility
1.83MB
Crossing.pdf
Fig 2-Site Plan - Wade Hampton Utility
761.25KB
Crossing.pdf
Fig 3- Cross Section - Wade Hampton Utility
333.95KB
Crossing.pdf
pdf only
By digitally signing below, I certify that I have read and understood that per the Federal Clean Water Act Section
401 Certification Rule the following statements:
• This form completes the requirement of the Pre -Filing Meeting Request in the Clean Water Act Section 401 Certification
Rule.
• I understand by signing this form that I cannot submit my application until 30 calendar days after this pre -filing
meeting request.
• I also understand that DWR is not required to respond or grant the meeting request.
Your project's thirty -day clock started upon receipt of this application. You will receive notification regarding meeting location
and time if a meeting is necessary. You will receive notification when the thirty -day clock has expired, and you can submit an
application.
Signature
E�r'Crt eviif'
Submittal Date 5/3/2021
Reviewer Meeting Request Decision
Is a meeting required or is there more info needed?*
r Yes (7 No
If rrore information is needed, please add comrents for the errail notification below.

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I� `� PRELIMINARY- DO NOT USE FOR CONSTRUCTION THIS PLAN IS NOT
�� �' INTENDED TO IN ANY WAY TO REPRESENT A DETAILED CONSTRUCTION
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®Lofquist & Associates, Inc.
PLANNING ENGINEERING DESIGN
11 Citrus Drive Silva, NC 28779 (8281 586-1424
victor.daJquist##,Iimatier.cmrr Firm License # C - 2288
UPDATED 3/5/21 (2021
UT OF SILVER RUN CREEK
Classification: C;Tr
Classification Date: 07/01/73
Stream Index No. 4-14-1
ATITU D E: 35.08483
ONGITUDE: -83.06956
:n1
MAI
WADE HAMPTON GOLF CLUB
PROPOSED REPLACEMENT OF POTABLE
WATER & SANITARY SEWER STREAM
CROSSING MAINS
PREPARED FOR: WADE HAMPTON POA, INC.
JACKSON COUNTY, NORTH CAROLINA

\ 0
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\ \ \
\ \
\ \
\
\ \ \\\
\ EXISTING FORCE MAIN TO BE WET -TAPPED AT
LOW POINT WITH 2" DUCTILE IRON BODY
\ TAPPING SADDLE AND 2" FULL PORT BRONZE
\ BALL VALVE WITH APPROPRIATE ADAPTOR TO
DRAIN FORCE MAIN BY PERMITTED SEPTAGE
\ PUMP TRUCK PRIOR TO TIEING IN NEW
\ SUBSURFACE FORCE MAIN SECTION. NO
DISCHARGES OF SEWAGE ALLOWED.
\ \\
\ \ \
\\ \ \\
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EXISTING WATER MAIN TO BE WET -TAPPED AT
LOW POINT WITH 2" DUCTILE IRON BODY
TAPPING SADDLE AND 2" FULL PORT BRONZE
BALL VALVE WITH APPROPRIATE ADAPTOR TO
BLOW OFF AND DRAIN WATER MAIN PRIOR TO
TIEING IN NEW SUBSURFACE FORCE MAIN
SECTION. NO DISCHARGES OF CHLORINATED
WATER TO SI REAM OR GROUND SURFACE.
USE APPROVED TABLET CHLORINATOR WI I H
DIFFUSER TO UECHLORINA I E ANL) DISCHARGE
Si REAM IN 1 HE AIR AWAY FROM SI REAM.
\ ' '/ \
\
EXISTING
DEADEND
GRAVEL DRIVE
TO WELL
BUILDING
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\ \ \ EXISTING SEWAGE FORCE MAIN
\ \ V ABOVE GROUND STREAM CROSSING
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NOTES:
1. PRELIMINARY- DO NOT USE FOR CONSTRUCTION.THIS
PLAN IS NOT INTENDED TO IN ANY WAY TO REPRESENT A
DETAILED CONSTRUCTION DOCUMENT AND IS INTENDED FOR
USACE NATIONWIDE PERMIT SUBMITTAL.
2. SURVEY BY JOHNSON LAND SURVEYING, INC. DWG NO.
20-038T, 9-21-20. GRID NORTH NAD 83 (2011) 2010.0000,
NAVD 88
3. POST CONSTRUCTION STREAM CHANNEL MUST BE
RESTORED TO PRECONSTRUCTION CONFIGURATION AND
DIMENSIONS.
10 5
0
10
20
APPROXIMATE
EDGES OF WATER
(UT OF SILVER RUN
CREEK)
\ r-
\ \\
\ \
\
\ Cr
\ -
PROPOSED 4" DUCTILE IRON PIPE,
INTERNALLY RESTRAINED
SUBSURFACE WATER MAIN TO
REPLACE EXISTING ABOVE GROUND
SECTION OF WATER MAIN STREAM
CROSSING.
.-McKee Development Inc.
Deed Book 1726, Page 859
PIN 7581-20-0657
\\\\\
\\\ \ \\\\
1 INCH = 10 FT
PROPOSED RIP RAP SCOUR
PROTECTION ON BOTH STREAM
CHANNEL BANKS. TO BE KEYED
INTO EXISTING GRADE TO MATCH
EXISTING CHANNEL DIMENSIONS
AND CONFIGURATION. SEE
SECTION VIEW.
EXISTING 4" PVC AND DUCTILE IRON
ABOVE GROUND PORTION OF
SANITARY SEWER FORCE MAIN TO
BE REPLACED.
410
\ \ \ \ \`\\\ \ \ \.
\ \ \\� �\ \
/ FMB
PROPOSED 4" DUCTILE IRON PIPE,
INTERNALLY RESTRAINED
SUBSURFACE FORCE MAIN TO
REPLACE EXISTING ABOVE GROUND
SECTION OF FORCE MAIN STREAM
CROSSING.
Mo
Mo
MO
McKee Development In
Deed Book 1879, Page 291
Plat Cab. 5, Slide 590
PIN -. "-13-5823
PL-
\ McKee Development Inc.
Deed Book 2183, Page 871
Plat Cab. 18, Slide 350
7581-30-1692
\ EXISTING 4" DUCTILE
IRON ABOVE GROUND
PORTION OF WATER
\ MAIN TO BE REPLACED.
\�`�\\
\ \ \\ \ .
\
EXISTING WATER MAIN ABOVE
GROUND STREAM CROSSING
®Lofquist & Associates, Inc.
PLANNING ENGINEERING DESIGN
11 Citrus Drive Sjdva, NC 28779 (8281 586-1424
victor.daJquist##,Iimatier.cmrr Firm License # C - 2288
UPDATED 3/5/21 02021
PROJECT SITE PLAN
WADE HAMPTON GOLF CLUB
PROPOSED REPLACEMENT OF POTABLE
WATER & SANITARY SEWER STREAM
CROSSING MAINS
PREPARED FOR: WADE HAMPTON POA, INC.
JACKSON COUNTY, NORTH CAROLINA
FIGURE
NUMBER
2 of 3

NOTES:
1. PRELIMINARY- DO NOT USE FOR CONSTRUCTION.THIS
PLAN IS NOT INTENDED TO IN ANY WAY TO REPRESENT A
DETAILED CONSTRUCTION DOCUMENT AND IS INTENDED FOR
USACE NATIONWIDE PERMIT SUBMITTAL.
2. POST CONSTRUCTION STREAM CHANNEL MUST BE
RESTORED TO PRECONSTRUCTION CONFIGURATION AND
DIMENSIONS.
PROPOSED 4" DIA. INTERNALLY RESTRAINED CL. 51 DUCTILE IRON PIPE SUBSURFACE STREAM CROSSINGS
TO REPLACE EXISTING ABOVE GROUND WATER MAIN AND SEWAGE FORCE MAIN STREAM CROSSINGS
MIN. 24" THICK, NCDOT
CL. 1 CLEAN RIP -RAP
z
1
USE FULL LENGTH 20 FT
SECTIONS OF 4" DIP TO MINIMIZE
THE NEED FOR IN LINE JOINTS IN
STRAIGHT SECTIONS OF PIPING.
WHERE REQUIRED, IN LINE
JOINTS ARE TO HAVE
INTERNALLY RESTRAINED
GASKET SYSTEM.
INSTALL RIPRAP
ON FILTER FABRIC,
MIRAFI 140N
OR APPROVED EQUAL
NOTES:
KEY RIP -RAP INTO SLOPE AND
STREAM BED, RESTORING
STREAM CHANNEL TO
PRECONSTRUCTION
ELEVATIONS, GRADES AND
GEOMETRY. TYPICAL.
NORMAL CREEK
WATER LEVEL
v
NO JOINTS ALLOWED IN 4" DIP
SECTION UNDER STREAM BED
AND FOR A MINIMUM OF 2 FT
BEYOND THE EDGE OF WATER
ON BOTH SIDES OF STREAM.
BACKFILL TRENCH WITH NATURAL
STREAMBED MATERIALS REMOVED
FROM STREAMBED (COBBLES,
GRAVELS & SANDS) FOR PIPE
INSTALLATION
NATURAL
CREEK
BED
x
x
x
INTERNALLY RESTRAINED —
MECHANICAL JOINT
COUPLING AND FITTINGS AT
CONNECTIONS TO EXISTING
PIPING.
PROVIDE INTERNALLY
RESTRAINED BENDS, FITTINGS
& JOINTS AS REQUIRED PER
PLAN AND AS NEEDED FOR
SITE SPECIFIC CONDITIONS
PROPOSED 4" DIP SUBSURFACE
STREAM CROSSING PIPING TO REPLACE
EXISTING ABOVE GROUND WATER MAIN
AND SEWAGE FORCE MAIN STREAM
CROSSINGS
1. CREEK CROSSING UTILITY INSTALLATIONS SHALL BE IN ACCORDANCE WITH REGULATORY REQUIREMENTS FOR A
SITE SPECIFIC INSTALLATION.
2. INSTALL PROPERLY SIZED TEMPORARY HDPE CULVERT IN STREAM (CENTERED ON PROPOSED UTILITY CREEK
CROSSING) AND COMPLETELY DIVERT STREAMFLOW THROUGH CULVERT USING TEMPORARY SAND BAGS. EXCAVATE
BENEATH THE TEMPORARY CULVERT AND INSTALL THE UTILITY AT THE PROPER DEPTH BELOW THE TEMPORARY
CULVERT AT THE PROPER DEPTH. BACKFILL THE STREAM BED PORTION OF THE UTILITY TRENCH WITH CLEAN,
NATURAL STREAM BED MATERIALS CONSISTING OF COBBLES, FINE GRAVELS AND SANDS FREE FROM ORGANIC
MATERIALS. USE A TEMPORARY HDPE CULVERT AND SANDBAGS TO DIVERT STREAM FLOW TO COMPLETE RIP RAP
SLOPE PROTECTION ON BOTH STREAMBANKS AS SHOWN ON PLAN, KEYING INTO NATURAL GRADE. THE TEMPORARY
CULVERT AND SANDBAGS MUST BE REMOVED AT THE END OF EACH WORK DAY AND UNDER THE THREAT OF RAIN
EVENTS AS NEEDED TO PREVENT IMPACT THE FLOOD HEIGHTS AND AS NEEDED TO PREVENT EROSION DAMAGE. UPON
COMPLETION OF ALL PIPE INSTALLATION, COMPLETELY REMOVE THE TEMPORARY CULVERT AND SAND BAGS AND
RESTORE THE STREAM CHANNEL TO PRECONSTRUCTION DIMENSIONS AND CROSS SECTIONS.
WATER MAIN OR SEWAGE FORCE MAIN REPLACEMENT STREAM CROSSING SECTION
NOT TO SCALE
Lofquist & Associates, Inc.
PLANNING ENGINEERING DESIGN
11 Citrus Drive Sjdva, NC 28779 (8281 586-1424
victor.daJquist##,Iimatier.cmrr Fir"t License # C - 2288
UPDATED 3/5/21 02021
TYPICAL REPLACEMENT
SUBSURFACE PIPE
INSTALLATION
CROSS SECTION
WADE HAMPTON GOLF CLUB
PROPOSED REPLACEMENT OF POTABLE
WATER & SANITARY SEWER STREAM
CROSSING MAINS
PREPARED FOR: WADE HAMPTON POA, INC.
JACKSON COUNTY, NORTH CAROLINA
FIGURE
NUMBER
3 of 3