HomeMy WebLinkAboutNCC232431_Site Plan or Location Map_20230818 PROJECT NARRATIVE
THE PROPOSED CASTLE HAYNE SUB-FOLKSTONE 115KV LINE-REBUILD PROJECT IS LOCATED IN ��� ■„•��� ���
NEW HANOVER,PENDER,AND ONSLOW COUNTY,NORTH CAROLINA.THE PROJECT INCLUDES THEf DUKE 1,
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REBUILD OF APPROXIMATELY 26 MILES OF THE EXISTING CASTLE HAYNE FOLKSTONE 115KV
TRANSMISSION ON LINE FROM CASTLE HAYNE SUBSTATION TO STR 251.BASED STORMWATER E AND 6101'4`f ' relkligist(CONSTRUCTION CONSTRAINTS,THE PROJECT IS SPLIT INTO TWO PHASES WITH STR 151 BEINGRIGT OF WAY.T ETHE SPLIT POINT. HE PROJECT IS PRIOR USE OF THEASITDE SITHIN DUKE TRANSMSSION IRGY'S FRASTRUCTT AND URE AND THEINED ��
PROJECT WILL NOT CHANGE THE EXISTING LAND USE.PRIOR TO CONSTRUCTION,A DUKE ENERGY
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CONSTRUCTION CONTRACTOR WILL INSTALL EROSION CONTROL MEASURES TO ENCOMPASS THE r M� � ��estile:00
ANTICIPATED CONSTRUCTION LIMITS.PREDEVELOPMENT CONDITIONS WILL BE RESTORED AND 4)
THE AREA WILL BE STABILIZED PRIOR TO COMPLETION OF CONSTRUCTION.AN AVOIDANCE AND
MINIMIZATION OF DISTURBANCE APPROACH HAS BEEN INCORPORATED INTO THE DESIGN OF THE EROSION CONTROL MEASURES BY UTILIZING EXISTING ACCESS POINTS AND STABILIZED
ENERGYRIGHT-OF-WAY ACCESS ROUTES,WHENEVER POSSIBLE.EROSION CONTROL MEASURES ARE ® �411111111110,1"0"
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INDICATED HEREIN FOR PERMITTING USE ONLY BY NCDEQ.THE INITIAL PROJECT DURATION IS LOCATION
ANTICIPATED TO START IN JANUARY 2024. �� � *
pROGRESS �' '
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CASTLE HAYNE 230 KV SUB - FOLKSTONE 115 KV LINE 10
R E C O N D U CT O R PROJECT - PHASE 1 NORTH & SOUTH CAROLINA STATE MAP
EROSION & SEDIMENT CONTROL & ACCESS PLAN
NEW HANOVER AND PENDER COUNTY, NORTH CAROLINA
GENERAL NOTES LATITUDE: 34.329578° ° SHEET LIST:
1. APPROXIMATE STRUCTURE LOCATIONS WERE PROVIDED BY DUKE ENERGY AND ARE FOR REFERENCE ONLY. LONGITUDE. -77.8747 28 COVER SHEET SHT 1 OF 31
THESE DRAWINGS SHALL NOT BE USED FOR LINE CONSTRUCTION. OVERALL PROJECT LAYOUT SHT 2 OF 31
2. BASE DRAWINGS WERE CREATED BY GIS DATA OBTAINED FROM VARIOUS SOURCES. AERIAL PHOTOGRAPHY EROSION CONTROL MEASURE QUANTITIES SHT 3 OF 31
WAS OBTAINED FROM STATE AGENCIES. EROSION&SEDIMENT CONTROL PLAN(NEW HANOVER COUNTY) SHT 4 OF 31
3. THE LOCATION OF JURISDICTIONAL FEATURES ARE FROM THE NATURAL AND CULTURAL RESOURCES REPORT EROSION&SEDIMENT CONTROL PLAN(NEW HANOVER COUNTY) SHT 5 OF 31
TITLED CASTLE HAYNE-FOLKSTONE 115 KV LINE REBUILD,DATED NOVEMBER 2022. EROSION&SEDIMENT CONTROL PLAN(NEW HANOVER COUNTY) SHT 6 OF 31
4. NOT ALL EXISTING UTILITIES ARE SHOWN. LOCATIONS SHOWN ARE APPROXIMATE. IT IS THE CONTRACTOR'S EROSION&SEDIMENT CONTROL PLAN(NEW HANOVER COUNTY) SHT 8 OF 31
EROSION&SEDIMENT CONTROL PLAN(NEW HANOVER COUNTY) SHT 8 OF 31
RESPONSIBILITY TO ACCURATELY LOCATE,BOTH VERTICAL AND HORIZONTAL,EXISTING UTILITIES PRIOR TO EROSION&SEDIMENT CONTROL PLAN(NEW HANOVER COUNTY) SHT 9 OF 31
THE START OF CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY NC 811 PRIOR TO EXCAVATION. S' EROSION&SEDIMENT CONTROL PLAN(NEW HANOVER COUNTY) SHT 10 OF 31
CONTRACTOR SHALL NOTIFY DUKE ENERGY IMMEDIATELY IN THE EVENT OF ENCOUNTERING ANY EROSION&SEDIMENT CONTROL PLAN(NEW HANOVER COUNTY) SHT 11 OF 31
UNDERGROUND OBSTACLE REQUIRING DEVIATION FROM THE PLAN. COST TO REPAIR DAMAGED UTILITIES EROSION&SEDIMENT CONTROL PLAN(PENDER COUNTY) SHT 12 OF 31
SHALL BE BORNE BY THE CONTRACTOR. EROSION&SEDIMENT CONTROL PLAN(PENDER COUNTY) SHT 13 OF 31
5. ALL UTILITIES SHALL BE PROTECTED AND REMAIN ACTIVE UNLESS OTHERWISE NOTED. CONTRACTOR SHALL EROSION&SEDIMENT CONTROL PLAN(PENDER COUNTY) SHT 14 OF 31
NOT DISTURB UTILITY POLES,GUYS WIRES,OR ANCHORS WITHOUT PERMISSION FROM DUKE ENERGY. PROJECT AREA EROSION&SEDIMENT CONTROL PLAN(PENDER COUNTY) SHT 15 OF 31
6. PROJECT IS LOCATED IN THE CAPE FEAR AND WHITE OAK RIVER BASINS.THERE ARE NO STATE-REGULATED EROSION&SEDIMENT CONTROL PLAN(PENDER COUNTY) SHT 16 OF 31
BUFFER REQUIREMENTS WITHIN THE BUFFER AREA. _ EROSION&SEDIMENT CONTROL PLAN(PENDER COUNTY) SHT 17 OF 31
7. SEE SHEET 27 AND 28 FOR EROSION AND SEDIMENTATION CONTROL SEQUENCE AND SEEDING SCHEDULE. EROSION&SEDIMENT CONTROL PLAN(PENDER COUNTY) SHT 18 OF 31
EROSION&SEDIMENT CONTROL PLAN INSET A SHT 19 OF 31
8. THE ACCESS PLAN DEPICTS BRIDGES ASSOCIATED WITH ACCESS OVER STREAMS,DITCHES AND DRAINAGE
EROSION&SEDIMENT CONTROL PLAN INSET B SHT 20 OF 31
CHANNELS.ACCESS TO EACH STRUCTURE IS THE RESPONSIBILITY OF THE CONTRACTOR. EROSION&SEDIMENT CONTROL PLAN INSET C SHT 21 OF 31
9. STREAMS/WETLANDS EXTEND BEYOND THE RIGHT-OF-WAY.APPROPRIATE BRIDGING AND MATTING OF THESE EROSION&SEDIMENT CONTROL PLAN INSET D SHT 22 OF 31
FEATURES IS REQUIRED SHOULD THE CONTRACTOR USE ANY ACCESS ROUTES LOCATED OUTSIDE OF THE "" EROSION&SEDIMENT CONTROL PLAN INSET E SHT 23 OF 31
RIGHT-OF-WAY. m EROSION&SEDIMENT CONTROL PLAN INSET F SHT 24 OF 31
10. ANY ALTERNATE ACCESS PLANNED BY THE CONTRACTOR SHALL BE APPROVED BY DEP SITING,PERMITTING / EROSION&SEDIMENT CONTROL PLAN INSET G SHT 25 OF 31
AND ENGAGEMENT(SPE)PRIOR TO USE. CASTLE HAYNE EROSION&SEDIMENT CONTROL PLAN INSET H SHT 26 OF 31
11. CONSTRUCTION ENTRANCES ARE SHOWN FOR REFERENCE ONLY. HEAVY MATS MAY BE USED IN LIEU OF ROCK SUBSTATION EROSION&SEDIMENT CONTROL DETAILS 1 SHT 27 OF 31
CONSTRUCTION ENTRANCES IF DEEMED SUFFICIENT BY DEP REPRESENTATIVE. EROSION&SEDIMENT CONTROL DETAILS 2 SHT 28 OF 31
12. ACCESS LOCATIONS WITHIN THE TRANSMISSION LINE RIGHT-OF-WAY ARE APPROXIMATE. ACTUAL LOCATION EROSION&SEDIMENT CONTROL DETAILS 3 SHT 29 OF 31
MAY VARY BASED ON THE FEASIBILITY AND WEATHER CONDITIONS. WHEN MATS ARE REQUIRED,2 ROWS OF _ NCG01 DETAIL 1 SHT 30 OF 31LU
NCG01 DETAIL 2 SHT 31 OF 31 CO
MATS MAY BE INSTALLED IN PARALLEL TO COVER THE 28-FT WIDE ACCESS ROAD WITHIN THE TRANSMISSION - jJ�?�,., ", �Mn 2
LINE RIGHT-OF-WAY. ACCESS OUTSIDE OF THE TRANSMISSION LINE ROW IS LIMITED TO 14 FT UNLESS /"'^ 0-
OTHERWISE PERMITTED AND APPROVED BY DEP SPE AND NCDEQ. SW 150-2 F-
13. WETLAND MATTING SHALL BE COMPOSITE AND/OR HEAVY DUTY TIMBER/"CRANE"MATS. NO LATTICE OR �A 0TWO-PLY MATTING SHALL BE USED IN JURISDICTIONAL WETLANDS AND/OR STREAMS. _ SPILL REPORTING HOTLINE w
14. NO FILL IN WETLANDS MAY OCCUR.ALL EXCESS SOILS FROM STRUCTURE INSTALLATIONS IN WETLAND AREAS IN ORDER TO ENSURE THE PROTECTION OF HUMAN HEALTH AND THE ENVIRONMENT,FEDERAL AND STATE LAWS
REQUIRE THAT CERTAIN TYPES OF SPILLS AND UNPERMITTED RELEASES BE REPORTED TO THE PROPER
SHALL BE DISPOSED OF IN PERMITTED UPLAND AREAS AND STABILIZED. NO SLURRY MAY BE DISPOSED OF 0_
NC-7qp REGULATORY AGENCIES AS SOON AS POSSIBLE FOLLOWING IDENTIFICATION.IMMEDIATELY NOTIFY YOUR _ D_
WITHIN THE RIGHT-OF-WAY. SLURRY MUST BE DISPOSED OF IN A PERMITTED LANDFILL. , SUPERVISOR AND THE FIELD ENVIRONMENTAUEHS PROFESSIONAL WHEN A SPILL OR UNPERMITTED RELEASE IS
15. NO OIL/FUEL-FILLED EQUIPMENT SHALL BE STORED OVERNIGHT WITHIN 50 FEET OF WETLANDS OR SURFACE " -
•. :-!„„„Fa-� DISCOVERED.IF YOU ARE UNABLE TO REACH THE FIELD ENVIRONMENTAUEHS PROFESSIONAL,CONTACT ONE OF 0
WATER WITHOUT CONTAINMENT. „- STR 40 �''„'>`' THE DUKE ENERGY SPILL REPORTING HOTLINES AT: CJ
16. SITE SHOULD BE"STORM READY"AT THE END OF EACH WORK DAY/WEEK. �„,,. _"_ „EH,P CAROLINAS&MIDWEST:800.527.3853 p
17. SECURE WRITTEN ACCESS AGREEMENT IS REQUIRED FOR ALL 3RD PARTY ACCESS AND PRIVATE DRIVES NOT FLORIDA:866.769.1266 Z
INCLUDED IN ROW DOCUMENTATION PRIOR TO BEGINNING CONSTRUCTION. '' - 0
STR 1 C.)
18. ALL DISTURBED AREAS SHALL BE RESTORED TO SAME OR BETTER CONDITION.PERMANENT GROUND COVER CONTACTS W
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SHALL BE USED FOR STABILIZATION.
OWNER: ENGINEER:
CAPE
PE FEAR COMMUNITY COLLEGE DUKE ENERGY PROGRESS,LLC DEWBERRY ENGINEERS INC. W
MIGRATORY BIRD HOTLINE " " .._.-,. NUWAN WIJESURIYA ZACHARY EULO,PE Z
411 FAYETTEVILLE STREET 2610 WYCLIFF ROAD SUITE 410 >>
STATE AND FEDERAL LAWS PROTECT ALL SPECIES OF NATIVE BIRDS FOUND THROUGHOUT THE DUKE ENERGY VICINITY MAP 27601
RALEIGH,NC 27607
SERVICE AREA.INTERACTIONS OF BIRDS WITH GENERATING FACILITIES,TRANSMISSION AND DISTRIBUTIONS, RALEIGH,PH (91 NC 931-6655 PH:(919)425-7610
SUBSTATIONS,OTHER STRUCTURES AND EQUIPMENT,AND OPERATIONS ARE POTENTIALLY HARMFUL OR FATAL TO NUWAN.WIJESURIYA@DUKE-ENERGY.COM ZEULO@DEWBERRY.COM
BIRDS. DUKE ENERGY OPERATES THESE 24-HOUR MIGRATORY BIRD HOTLINES TO ASSIST EMPLOYEES AND SCALE:1: 16,000 3 w
CONTRACTORS WITH RELATED INCIDENTS THAT OCCUR DURING WORK ACTIVITIES. ZZ
CAROLINAS:800.573.3853 FLORIDA:727.386.3084 MIDWEST:317.430.4497 CO
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CONTRACTOR SHALL NOTIFY"NORTH CAROLINA ONE CALL"(811)OR U111111/// >
(1-800-632-4949)AT LEAST 48 HOURS PRIOR TO BEGINNING ``pO�H"nip, Y
CONSTRUCTION OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED. =oQtj'FES$%dy?yo c
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDED :y v' _
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THEIR OWN LOCATOR SERVICES INDEPENDENT OR"NORTH CAROLINAilv = : 055 6 z
ONE CALL".REPORT ANY DISCREPANCIES TO THE ENGINEERiilS • CASTLE HAYNE 230 KV SUB-FOLKSTONE z Q
IMMEDIATELY. �. �` DUKE
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s,l, Z Dewberry® `�
3 Dewberry Engineers Inc. �,, ENERGY® m
2610 WYCLIFF ROAD
C E20016101 5/19/2023 100%FOR PERMITTING DM JFA ZAE o SUITE410 U
100/o FOR PERMITTING RALEIGH,NC 27607 PROGRESS COVER SHEET
B E20016101 05/05/2023 90%DESIGN FOR DEP REVIEW DM JFA ZAE PHONE: 919.881.9939
60% DO NOT USE FOR CONSTRUCTION FAX 919.881.9923 411 FAYETTEVILLE STREET
A E20016101 01/20/2023 DESIGN FOR DEP REVIEW DM PAK ZAE _ _ NCBELSN F-0929 RALEIGH N.E.27601 512E p DRAM.
E20016101 SHEET 1 OF 31
REV FILE NO. DATE REVISION DRAWN CHECKED APPROVED
Dewberry Project No.50130754 www.dewberry.com TELEPHONE NO.(919)546-2090