HomeMy WebLinkAbout20190585 Ver 1_B4593 Utility Permit Drawings_20190503B-4593 Utility Narrative
Pamlico County, North Carolina
Updated April 16, 2019
Duke Energy
Contact Information: Alex Craig (919) 399-3081 ext. 7304
alex.craig@duke-energy.com
Duke Energy will be changing out (2) poles for taller poles, placing (5) new poles in the new PUE
acquired north of NC Hwy 55, removing (5) existing poles north of NC Hwy 55, placing (1) new pole
south of NC Hwy 55, and installing (11) and replacing (1) guys and anchors.
Wetland areas will be impacted by the installation of five new poles and 11 guys and anchors in the
wetland areas and the clearing required. The clearing for the proposed power lines will be 30 feet wide
(15 feet on each side of the lines), and the hand clearing impacts total 0.66 acres. There are also 15
square feet of utility pole impacts are attributed to Duke Energy. Additionally, Duke energy guy
wires/anchors account for 33 square feet of impacts.
CenturyLink
Contact Information: Rod Medlin (252) 413-7711
rod.m.medlin@centurylink.com
CenturyLink will be removing (2) poles, installing (4) guys and anchors, and abandoning buried cables
south of NC Hwy 55. The replacement copper and fiber cables will be placed on the north side on NC
Hwy 55 both buried in the R/W, and aerially west of the project, then both aerially attached to the new
Duke poles inside the project, then riser down the existing pole at Florence Road, and buried under NC
Hwy 55 to an existing handhole south of NC Hwy 55.
Wetland areas will be impacted by the installation of (2) guys and anchors in the wetland which account
for 6 square feet of impacts.
Spectrum
Contact Information: Stan Ramsay (252) 725-1141
stan.ramsay@pintechcorp.com
Spectrum will be abandoning buried cable south of NC Hwy 55, and removed from the aerial crossing
attached to Centuryl-ink's poles (to be removed). Spectrum will be attaching to Duke's new poles north
of NC Hwy 55, and to Duke's existing poles until they are east of Florence Rd. Then, they will go buried
under NC Hwy 55 to tie back into their existing facilities west of N Trent Rd. Spectrum will be installing
(4) guys and anchors.
Wetland areas will be impacted by the installation of (3) guys and anchors in the wetland areas which
account for 9 square feet of impacts.
Bay River Metropolitan Sewer
Contact Information: Eric Harper - (252) 670-4055 - (252) 745-4812 (office)
ericbayriver@gmail.com
Chris Venters (252) 670-8236
venters.brmsd@gmail.com
Bay River Metropolitan Sewer will be abandoning approximately 1184 LF of 6-inch PVC sanitary sewer
forcemain north on the northside of NC Hwy 55. The abandoned segment will be replaced by
approximately 230 LF of 8-inch PVC forcemain, 970 LF of 10-inch HDPE forcemain, two 8-inch insertion
valves, 2 8-inch 11.25-degree bends, one 8-inch 22.5 degree bends, two combination air valve and
vaults, and two 10"x8" HDPE Reducers with 8" MJ Adaptors. The new segment will connect to the
existing sanitary sewer forcemain east and west of the bridge. The proposed forcemain will cross
underneath Trent Creek (maintaining a 20' minimum separation below the bottom of the channel) with
970 LF of directionally drilled 10-inch HDPE. The sanitary sewer directional drilling will require a 35'x25'
bore pit west of the bridge and utilize the 35'x20' bore pit for the waterline relocation's eastern crossing
of NC Hwy 55 as a receiving pit. A combination air valve and vaults will be installed on both sides of the
directional boring. Wetland areas will be impacted by the installation of the combination air valve and
vault east of the bridge for a total impact of 34 sf. It is important to note that the 35'x20' bore and
receiving pit will also impact the wetland areas, but this impact is attributed to the water relocation
(outlined below).
Pamlico County Water
Contact Information: Jeff Sanders (252) 670-7519, (252) 745-5453 (office)
jeff.sanders@pamlicocounty.org
Paul Campbell (252) 670-2037, (252) 745-5453 (office)
paul.campbell@pamlicocounty.org
Pamlico County Water will be removing/abandoning approximately 1111 feet of 8-inch PVC waterline on
the south side of NC Hwy 55. The existing waterline is suspended from the existing bridge. This segment
will be removed. The removed/abandoned segment of waterline will be replaced with approximately
270 LF of 8-inch PVC, 950 LF of 10" HDPE, two 8-inch insertion valves, three 8-inch 90-degree bends, an
8-inch 22.5-degree bend, an 8-inch 45-degree bend, and two 10"x8" HDPE Reducers with 8" MJ
Adaptors. The new segment will cross NC Hwy 55 West and East of the bridge, requiring 36 and 45 LF of
16-inch steel casing respectively. The steel casing will be bore and jacked which will require a 35'x15'
bore pit at the west crossing and a 35'x20' bore pit at the east crossing. Both bore pits will be north of
NC Hwy 55. The new segment will connect to the existing waterline at the crossings of NC Hwy 55 which
will require 15'x15' receiving pits at both locations. The proposed waterline will cross underneath Trent
Creek (maintaining a 20' minimum separation below the bottom of the channel) with 950 LF of
directionally drilled 10-inch HDPE. The waterline directional drilling will utilize the 35'x25' bore pit west
of the bridge used to directionally drill the sanitary sewer and require a 15'x15' receiving pit east of the
bridge. Wetland areas will be impacted by the bore pits at both crossings of NC Hwy 55 (north of NC
Hwy 55) and the receiving pit north of NC Hwy 55 and east of the bridge. These impacts total 727 sf.
See Sheet 1 A For Index of Sheets
See Sheet I For Conventional Flon Sheet Symbols
See Sheet 1C- 1 l-or Survey Control Sheet
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SHEET NO.
B-4593
UE-1
SITE 1: ROADWAY IMPACTS
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SITE 2&3: UTILITY IMPACTS
LOCATION: BRIDGE NO.38 ON NC 55 OVER TRENT CREEK
TYPE OF WORK: RELOCATION OF POWER, TELEPHONE, CABLE,
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BRANDON W. JOHNSON, PE PROJECT ENGINEER
FAITH E. JAHNICE, PE PROJECT DESIGNER
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WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Site
No.
Station
(From/To)
Structure
Size / Type
Temp
Fill In
Wetlands
(ac)
Permanent
Fill In
Wetlands
(ac)
Excavation
in
Wetlands
(ac)
Mechanized
Clearing
in Wetlands
(ac)
Hand
Clearing
in
Wetlands
(ac)
Permanent
SW
impacts
(ac)
Temp.
SW
impacts
(ac)
Existing
Channel
Impacts
Permanent
(ft)
Existing
Channel
Impacts
Temp.
(ft)
Natural
Stream
Design
(ft)
2
10+00 to 16+30 -L- LT & RT
Utility Easement
0.31
2
10+00 to 16+30-L- LT & RT
Utility Poles and Guys
< 0.01 **
2
10+45 to16+65 -L- LT
Water Main
<0.01 ***
3
17+25 to 22+80 -L- LT
Utility Easement
0.34
3
17+75 to 21+00 -L- LT
Utility Poles and Guy Wires
< 0.01 **
3
21+85 to 21+95 -L- LT
Sanitary Sewer Force Main
< 0.01
3
21+45 to 21+90 -L- LT
Water Main
0.01
TOTALS*:
0.00
0.00
0.02
0.00
0.65
0.00
0.00
0.00
0.00
0.00
**Rounded totals are sum of actual impacts**
NOTES: