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Home My WebLink About20190585 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 ° 3044 1212 1 1209 A A 1002 o F 1203 � ChiricBTla Diiv AY DRrL�c `� 55 1209_, R Rt�ER _ 0Py Bayboro'. 55 s tgnew 1342 11 ' +pop. 82 1333 1337 $ 55 m 1324 133 1336 1337 2` rn o $ 3 1334 D 55 13315 1324 PROJECT Merritt B-4591335 1323 1322 1316 55 �a Gibbto n Sp a r 1335 o�'c� 2rir4� P�F 1322 1315 Callisons Ca01s°n Roatl VICINITY MAP GRAPHIC SCALES 50 25 0 50 100 PLANS 50 25 0 50 100 PROFILE (HORIZONTAL) RTI TO BAYBORO INDEX OF SHEETS V ErV1'T A7n. nL`C/�DrnTrnl�1- " I' A " I' E OF 4 (�) IR " I' I'' -II C AIRI, 0 L I 111. • DIVISION OFHIGHWAYS NEU PERMIT PLANS PAMLICO COUNTY T.I.P. NO. SHEET NO. B-4593 UE-1 SITE 1: ROADWAY IMPACTS (SHOWN IN SEPERATE PERMIT PACKAGE) SITE 2&3: UTILITY IMPACTS LOCATION: BRIDGE NO.38 ON NC 55 OVER TRENT CREEK TYPE OF WORK: RELOCATION OF POWER, TELEPHONE, CABLE, WATER, AND SANITARY SEWER 03 NPO UE-J TITLE SHEET UE-2 THR U UE-3 UTILITY CONSTRUCTION PLAN UTILITY OWNERS ON PROJECT (A) TELEPHONE - CENTURYLINK (B) POWER - DUKE ENERGY (C) CABLE - SPECTRUM (D) WATER - PAMLICO COUNTY WATER (E) SANITARY SEWER - BAY RIVER METROPOLITAN PREPARED IN THE OFFICE OF �S U�1H IT Voi3232727883 z: (9�19) -8-8551 Fax: (919)732-6776 DESIGN AND ENGINEERING SERVICES www summitde.net FIRM NO. P-0339 BRANDON W. JOHNSON, PE PROJECT ENGINEER FAITH E. JAHNICE, PE PROJECT DESIGNER 4L DOCUMENT NOT CONSIDERED FINAL UNTIL ALL SIGNATURES ARE COMPLETED DIVISION OF HIGHWAYS UTILITIES UNIT 1555 MAIL SERVICES CENTER RALEIGH NC 2769"555 PHONE (919) 707-6690 OF FAX (919) 250-4151 r9nN5� KYLE PLEASANT REGIONAL UTILITY COORDINATOR LARRY M. JAMES, JR. SENIOR UTILITY COORDINATOR NABIL HAMDAN REGIONAL UTILITIES ENGINEER KELVIN S. MARTIN, EI SENIOR UTILITIES ENGINEER �m PROJECT REFERENCE NO. I SHEET NO. z 0 z m O SITE 3 PAMCAR 306`PC447LLC JOHN L. MCCOTTER, III 08 353 PC 860 N `I PAMCAR FARMS, LLC HORIZ. DIRECTIONAL DB 306 PC 447 DRILL (Approx. 950 LF W HORIZDIRECTIONAL of 10" HDPE Water) . W DRILL (Approx. 970 of -- "HDPE Forcememain) L md W�/)NODEH y- -Y v OW E%ISTING R/W " OHWY 55 e — —sx 24' BS7 0' \irvG /W -- _--- — Q �E H - J 8" WATER I (Abandon) W Z �- / L J 8"F9RCEMA N _ (Abandon) U Q BURIED SPECTRUM CATV ABANDONED IN PLACE BURIED CENTURYLINK CABLES ABANDONED IN PLACE PROP. 35'x20' - & RECIEVIN OPEN CUT FILL IN. VVETLA u nniivp Y F I e l2nc � �31 L MASSENGILL, et al DB 587 PG 2T4 MB 6 PG 53 PROP. 15'x15' RECIEVING PIT OPEN CUT DETAIL 5-1 PSRM TOE PROTECTION ( N.. Smle) N-mi Ground d Psm d= 1 Ft. Type of Liner= 58 SY OF PSRM FROM STA. 23+89 TO STA. 24+30 -1- RT CABLES � Y +1 '1 Iffis fm ACE DUKE / AL CABLE CENTURYLINK e AERIAL CABLE PAMCAR FARMS,LLC DB 306 PG 447 AERIAL M SPECTRUM RW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER .C�2� p FSS /0` f S - " SEA" SEAL 046981 t 046226 4�q....INE,p`�� PP�'o• n 0 NPO inn"o FOR FROFILE,SEE SHEET 8 FOR ONSITE DETOUR, SEE SHEET 7 PERMIT DRAWING SHEET 3 OF 5 TOTAL EXCAVATION (THIS SHEET): 0.01 ACRES SITE 3 TOTAL HAND CLEARING (THIS SHEET) 0.22 ACRES HC SITE 3 TOTAL FILL (THIS SHEET) <0.01 ACRES SITE 3 DENOTES HAND CLEARING Pxop�� F DB 587 PG 274 MB 6 LARRY MASSENGILL�t al 7$ p � .00 RT 4rE4_ XRW _ \ 30.00 RT \\\xrsnmc CENTURYLINK (Ex yc UNDERGROUND , CABLES CONC PAD ANDREW M. BUEHL, JR., et al , DB 518 PG 710 SPECTRUM CABLES ISBKD PAMCAR FARMS, LLC _-------- MFO\\ DB 306 PG 447 PROP. COMBO. AIR VALVE & VAULT (Sewer Only) LARRY MASSENGILL, et al DB 587 PG 274 PROP. 45 LF OF 16" STEEL MB 6 PG 53 \ \ \ CASING (Bore &Jack) T\ \ STEVEN LAVALLEE DB 470 PG 147DB 337 PC 755 / Irrrrlrrrrrrrrrlrrrrrrrrrlrrrrrrrrrlrrrrrrrrrlrrrrrrrrrlrrrrrrrrrlrrrrrrrrrlrrrrrrrrrlrrrrrrrrrlrrrrrrrrrlrrrrrrrrrlrrrrrrrrrlrrrrrrrrrlrrrrrrrrrlrrrrrrrrrlrrrrrrrrllrrrrrrrrllrrrrrrrrllrrrrrrrrllrrrrrrrrl Irrrrlrrrrrrrrrlrrrrrrrrrlrrrrrrrrrlrrrrrrrrrlrrrrrrrrrlrrrrrrrrrlrrrrrrrrrlrrrrrrrrrlrrrrrrrrrlrrrrrrrrrlrrrrrrrrrlrrrrrrrrrlrrrrrrrrrlrrrrrrrrrlrrrrrrrrrlrrrrrrrrllrrrrrrrrllrrrrrrrrllrrrrrrrrllrrrrrrrrl iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii■ Irrrrlrrrrrrrrrlrrrrrrrrrlrrrrrrrrrlrrrrrrrrrlrrrrrrrrrlrrrrrrrrrlrrrrrrrrrlrrrrrrrrrlrrrrrrrrrlrrrrrrrrrlrrrrrrrrrlrrrrrrrrrlrrrrrrrrrlrrrrrrrrrlrrrrrrrrrlrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrl �rrrrlrrrrrrrrrlrrrrrrrrrlrrrrrrrrrlrrrrrrrrrlrrrrrrrrrlrrrrrrrrrlrrrrrrrrrlrrrrrrrrrlrrrrrrrrrlrrrrrrrrrlrrrrrrrrrlrrrrrrrrrlrrrrrrrrrlrrrrrrrrrlrrrrrrrrrlrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrl ►�rrrlrrrrrrrrrlrrrrrrrrrlrrrrrrrrrlrrrrrrrrrlrrrrrrrrrlrrrrrrrrrlrrrrrrrrrlrrrrrrrrrlrrrrrrrrrlrrrrrrrrrlrrrrrrrrrlrrrrrrrrrlrrrrrrrrrlrrrrrrrrrlrrrrrrrrrlrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrl Irr\rirrimirrrrir1:1:712Tf1Z�I1:9 �IIhlirrrirrrrrrrrrirrrrrrrrrirrrrrrElTranrnaaE.T.l7�Er,�000000000000000000000000000000000000000000000000000000000000000 ........ ........0 ........ ........0........iiiii �rYilrrrrrrrrrlrrfl7Tl�l97rrr7TnrirlrrrrrrrrrlrrrrrrrrrlrrrrrrL'uiJurYJarYra�Yr\lrrrrrrlrrrrrrrrrlrrrrrrrrrlrrrrrrrrrl \1ii►\liiiiiiiiiliL'Ni�Y��lrYrl"iiirllrlrrrrrrrrrlrrrrrrrrrlrrrrrrrrllrrrrrrrrrlrrl\rrrrrlrrrrrrrr ...........................rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrirrrrrrrrrrrrrrrrrrrrrrrrrrrrrrl ................................................................................rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrl IWE\\EENNIEARR}11-1111l1r9�llr!•��•��RRRT[rlunlrlr7T9rIRr/17��\��. 0l►LYJY'�1C1[l�L'i7YJu\rr\\lrrrrrrrrrlrrrrrrrrrlrrrrrr41iJ4�liYiAlliiVYl►\rrl�1\rrrrlrrrrrrrrrlrrrrrrrrrlrrrrrrrrrlrrrrrrrrrlrrrrrrrrrlrrrrrrrrrlrrrrrrrrrlrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrl liiiilr\rrrrrrrlrlC9J[:171:113rrrrrr\rl1\rrrrrrrrrlrrrrrrrrrlrrrrrrLL'J�milu 1'S3rrrrl\rrr,Vrrrrlrrrrrrrrrlrrrrrrrrrlrrrrrrrrrlrrrrrrrrrlrrrrrrrrrlrrrrrrrrrlrrrrrrrrrlrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrl iiali\liiiiiiliiii0�iiiiiiioiil\0iiiiiiiliiiiiiiiiliiiiiiiiiliiiiiiiiiliiiiY\iiiliiiiiiiiiliiiiiiiiiliiiiiiiiiliiiiiiiiiliiiiiiiiiliiiiiiiiiliiiiiiiiiliiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiil \lrrr\rr�\rrrrrrlrr��rrrrl\r\p\rrrrrrrrlrrrrrrrrrlrrrrrrrrrlrrrrrrrrrlr\rrl�Yrrrlrrrrrrrrrlrrrrrrrrrlrrrrrrrrrlrrrrrrrrrlrrrrrrrrrlrrrrrrrrrlrrrrrrrrrlrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrl� li�rr\lrrrrrrrl el1[1rll}Yal[S&Y/c@U7IYJil�rYO\0000000000rwwwrwwrirrrwrrwwwor�o,��0000000000000000000000000000000000000000000000000000000000000 In\rri\rr\o001.17 �IrTT�T3Tl[3ioorcril\\rrrrrrrirrrrrrrrrirll•,7lNiL•daYlaLdGL'aY"S7ivoo►Ovr000000000000000000000000000000000000000000000000000000000000 Io"IrlLIorRrrYrrrrrrrrrlrl:la[.]PTl[d-19Faa11.71:C1rrlgo�r�llrlrrrrrrrrrlrrrrrrrrrlrrrrrrrrrlrrrrrrrrrlrrrrrrrrrlrrrrrrrrrlrrrrrrrrrlrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrl iiiii l look. 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Irrrrirrrrrrrrrirrrrrrrrrirrrrrrrrr/YYiiYY■�rir.YYrrrrrirrrrrrrrrirrrrrrrrrirrrrrrrrrirrrrrrrrrirrrrrrrrrirrrrrrrrrirrrrrrrrrirrrrrrrrrirrrrrrrrrirrrrrrrrrirrrriiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiirrrrri IiiiiliiiiiiiiiliiiiiiiiiliiiiiiiiiCllr\i1tl�39'1i■Il9iiiiiliiiiiiiiiliiiiiiiiiliiiiiiiiiliiiiiiiiiliiiiiiiiiliiiiiiiiiliiiiiiiiiliiiiiiiiiliiiiiiiiiliiiiiiiiiliiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiit ii iiiiiiiiiiiiiil mom il ................. iiiii� ............. rrrrirrrrrrrrrirrrrrrrrrirrrrrrrrrirrrrrrrrrirrrrrrrrrirrrrrrrrrirrrrrrr 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: