20160026 Ver 1_More Info Received_20160125

Homewood, Sue
From: Stewart, Jana <[e-mail]>
Sent: Monday, January 25, 2016 9:22 AM
To: Homewood, Sue
Cc: Thomas, John T JR SAW
Subject: RE: Fernbrook Gravity Sewer
Attachments: Sheet7_Revised_Fernbrook-01-12-16.pdf
Sue,
It's actually a small enough stream that the lines (existing and proposed) cross that the Contractor should be able to cut and remove
the existing line from banks without getting into the stream at all. The same thing with the proposed line. I've added a few notes
regarding this to the plans (at DENIER request) and some additional silt fence along the banks. I've attached the revised pdf of this
plan sheet. We are also not planning to add any rip rap to the stream in this area.
Let me know if you have further questions. I can meet you at the site as well.
Thanks,
Jana
1
Senior Engineer
301 North Main Street, Suite 2452 Winston-Salem NC 27101-3844
Cell: 336-392-4051
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From: Homewood, Sue [mailto:[e-mail]]
Sent: Friday, January 22, 2016 4:25 PM
To: Stewart, Jana
Cc: Thomas, John T JR SAW
Subject: Fernbrook Gravity Sewer
Jana,
For the temporary excavation impacts from removal of the existing line and replacement with a service line, please
provide a detail plan and/or construction sequence that details the method of dewatering to be utilized at the site and the
sequence of construction events to be followed to ensure compliance with this condition. In addition, if riprap will be
installed upon restoration of the stream bed, please provide a detail which shows the riprap will be installed below the
stream bed elevation.
Please let me know if you have any questions about this request.
Thanks,
Sue Homewood
Division of Water Resources, Winston Salem Regional Office
Department of Environmental Quality

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WALLY L. LAMBETH HEIR` -
NOTES:
4431 FERNBROOK DR.
SURVEY COMPLETED BY
DB 1207-1190
1. RE-ESTABLISH DITCH LINE ALONG RIGHT-OF-WAY FROM STA 23+00 TO STA 26+50. PIN 6833-02-7398 1
UTILITYDESIGNAPPROVED JC WALLER & ASSOCIATES, PC 2. REMOVE AND REINSTALL MAILBOXES IN EQUAL OR BETTER CONDITION.
Water & Sewer
3. REMOVE AND REPLA E CATCH BASIN AND STORM PIPING AT STA 22+90 SAN MH 13 Z9 / SEWER CONNECTION
7-L DUNDAS CIRCLE
4. COORDINATE WITH OMEOWNER PRIOR TO THE REMOVAL OF LANDSCAPING AND IRRIGATION STA: 29+74 r AND CLEANOUT
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GREENSBORO, NC 27407
WITHIN THE RIGHT-OF-WAY AND CONSTRUCTION EASEMENTS. RETURN REMOVED ITEMS TO THE N 832476.66 ODS (SEE DE AIL 5/9)
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5. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES FOR RESIDENTS.SILT FENCE (J6.
Approval by the Utilities Director of the water and
ALL CONCRETE REPLACEMENT SHALL BE TO THE NEAREST EXISTING JOINT. (SEE DETAIL 2/11) INV IN(NE)=795.33 \ ( o,
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sewer infrastructure depicted in these plans does not Approval of these water& sanitary sewer plans does not
7. REINSTALL WATER METERS WITHIN THE CONSTRUCTION TRENCH TO THE RIGHT-OF-WAY LINE. wv IIA IIAW)=7' -IELD VERIFY)
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constitute approval for any other purpose than that set constitute approval for construction. Approval of
8. ABANDON PRIVATE PUMP AND MANHOLE BY REMOVING THE TOP THREE FEET AND BACKFILLING INV OUT(SW)=795.35
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forth in Section 64 of the Water System Policy and must be t.Failure MANHOLE WITH GRANULAR FILL. COORDINATE WITH HOMEOWNER FOR PUMP SALVAGE. INSTALL
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priori beginning it
obtain such a reement rior to be imun of construction will
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Section 36 of the Sewer System Policy of the g p g g
CLEANOUT AND RECONNECT EXISTING SEWER.
CREEK CROSSING NOTES:
tyofanyfinancialparticipationinthisproject
City/County Utility Commission. To the extent other
9. CONFIRM LOCATION OF EXISTING CLEANOUT AND INSTALL NEW SEWER CONNECTION.
whatsoever.
whatsoever.
permits, licenses, permissions or the like must be
10. COORDINATE WITH HOME OWNER PRIOR TO SETTING SEWER CONNECTION INVERT AT EXISTING
1"=40'H
0 20' 40' 80'
obtained to complete this project, such are specifically CITY OFWfNSTON-SALEM
1. PERFORM WORK FROM THE BANKS. NO MACHINERY SHALL BE IN THE CREEK.
MANHOLE. CONFIRM INVERT.
1"=4'V
not granted by this approval and must be obtained by
2. PERFORM WORK IN THE DRY, ABOVE THE NORMAL WATER SURFACE.
11. CONSTRUCT INSIDE BENCH TO ALLOW SMOOTH FLOW THROUGH MANHOLE.
0 2' 4'
8'
the Developer and/or his designee. BY:
12. RECONNECT DISTURBED WATER SERVICES ACCORDING TO DETAIL 7/10. 3. PERFORM INSTALLATION OF NEW 4 INCH SEWER CONNECTION FROM THE BANKS (BY OTHERS).
4. CUT AND REMOVE 8 INCH EXISTING DUCTILE STICK THAT SPANS THE CREEK.
13. BED PIPE APPROPRIATELY PER DETAIL AND CITY STANDARDS.
5. PLUG EACH END OF THE 8" DUCTILE OUTSIDE THE CREEK BANKS.
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SEAL NOT VALID UNLESS SIGNED AND DATED
Project Number: 175613066
File Name: 13066c-101-pp.dwg
M I I I Y It \ I h I I I I'/
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Drawing No. 7
Revision Sheet
0 7 of 12