20201440 Ver 1_Pre-Filing Meeting Request_20201009

ID#* 20201440
Version* 1
Regional Office* Winston-Salem Regional Office - [phone]
Reviewer List* Sue Homewood
Pre -Filing Meeting Request submitted 10/9/2020
Contact Name *
Contact Email Address*
Project Name*
Project Owner*
Project County*
Owner Address:
Peoria McDougald
[e-mail]
Mitchell WTP Residuals Improvements - Phase 1
City of Greensboro, Water Resources Department
Guilford
Street Address
2602 S Elm -Eugene St
Address Line 2
aty
Greensboro
Rbstal / Zip Code
27406
Is this a transportation project?* r Yes r No
Type(s) of approval sought from the DWR:
W 401 Water Quality Certification - F 401 Water Quality Certification -
Regular Express
r- Individual Permit r- Modification
r- Shoreline Stabilization
Does this project have an existing project ID#?*
r Yes r No
State / Frovince / Region
NC
Country
us
Do you know the name of the staff member you would like to request a meeting with?
Please give a brief project description below. *

Mitchell Water Treatment Plant in Greensboro, NC will be making
improvements to the plant which will include a new 12-inch ductile iron force
main from the plant to the new 54-inch sanitary sewer line being designed
by others on E. Lake Drive. The installation of the 12-inch force main will
include crossing North Buffalo Creek at a 105 degree angle. The pipe will
be installed by jack and bore, approximately 123 feet under Benjamin
Parkway. The remainder of the piping will be installed by open cut trench
methods, including North Buffalo Creek. Approximately 100 LF of clearing
will need to be done within North Buffalo Creek riparian buffer to install
piping. The red cloud in the attach drawing indicates where the clearing will
be.
Please give a couple of dates you are available for a meeting.
10/26/2020
10/27/2020
10/28/2020
10/29/2020
10/30/2020
Please attach the documentation you would like to have the meeting about.
Mitchell FM Open Cut Design Plan and
579.21 KB
Profile.pdf
pdr 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
Submittal Date 10/9/2020

SEE NOTE 1
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NOTES:
1. EXISTING TREES TO BE REMOVED BY OTHERS.
2. SIDEWALK DAMAGED OR REMOVED DURING CONSTRUCTION
SHALL BE REPLACED FROM JOINT TO JOINT.
3. CONTRACTOR TO CONFIRM EXISTING UNDERGROUND UTILITIES
PRIOR TO EXCAVATION, EXCAVATION SUPPORT INSTALLATION, OR
JACK AND BORE ACTIVITIES.
4. REMOVE PIPE WITHIN LIMITS. EXISTING 15-INCH PIPE FROM
BENJAMIN PARKWAY STORM DRAIN INLET TO CREEK WILL
REMAIN IN SERVICE. EAST END OF EXISTING PIPE SHOULD BE
CAPPED WITH FLOWABLE FILL.
5. INSTALL CONSTRUCTION FENCE AROUND LAUNCH AND
RECEIVING PITS. PITS MUST BE SECURED AFTER EACH DAY.
6. CONTRACTOR SHALL PROVIDE ALL FITTINGS NECESSARY TO TIE
IN TO MH-7. PER CITY OF GREENSBORO STANDARD DETAIL
203.
7. CONTRACTOR MUST VERIFY THE LOCATION OF MH-7 PRIOR TO
WORK AND NOTIFY ENGINEERING IF LOCATIONS IS DIFFERENT.
8. NOTIFY DUKE ENERGY BEFORE ANY WORK IS PERFORMED
WITHIN DUKE ENERGY EASEMENT, ETHAN PARDUE
336-526-2524.
9. DIMENSIONS AND SHAPE OF TRENCHLESS PITS TO BE
DETERMINED BY THE CONTRACTOR. ALL EXCAVATION FOR
TRENCHLESS PITS WITHIN THE 1:1 SLOPE FROM THE EDGE OF
PAVEMENT SHALL REQUIRE POSITIVE SHORING (I.E. DO NOT
TRENCH BOXES) IN ACCORDANCE WITH PROJECT
SPECIFICATIONS.
10. REFER TO SPECIFICATIONS 315000 AND 330507.25 FOR JACK
AND BORE REQUIREMENTS.
HORIZONTAL GRAPHIC SCALE
0 20 40
1"=20'
VERTICAL GRAPHIC SCALE
0 5 10
ill =5'
GRAPHIC SCALE
0 20 40
1"=20'