SW5240801_Plansheet - Notes_20241104

PROJECT DESCRIPTION: GENERAL EROSION CONTROL NOTES: UTILITY NOTES:
7. DUKE ENERGY PROGRESS (DEP) OR ENVIRONMENTAL CONSULTANT SHALL CONDUCT
THE INTENT OF THIS PROJECT IS TO CONSTRUCT AN ADDITION TO THE EXISTING SPRING PROJECT NPDES INSPECTIONS OF EROSION CONTROL MEASURES AND STORMWATER
HOPE 115KV SUBSTATION. THE ADDITION WILL REQUIRE: CLEARING AND GRUBBING TO 1. CONSTRUCTION ACTIVITIES THAT HAVE AN EROSION AND SEDIMENT CONTROL PLAN OUTLETS ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF EVERY RAIN 1. CONTRACTOR SHALL COORDINATE UTILITY WORK WITHIN THE PUBLIC RIGHT OF WAY
ALLOW FOR ACCESS ROADS, SUBSTATION PAD SHOULDER IMPROVEMENTS, A TEMPORARY APPROVED ON OR AFTER APRIL 1, 2019 ARE REQUIRED TO FILL OUT AND SUBMIT AN EVENT 1 INCH OR GREATER. ALL CONTROL DEVICES SHALL BE MAINTAINED AS WITH TOWN OF SPRING HOPE PUBLIC WORKS DIRECTOR, MR. BOBBY T. BALL
MOBILE SUBSTATION PAD, STRUCTURE REPLACEMENT AND TAP LINE INSTALLATION. ELECTRONIC NOTICE OF INTENT (e-NOI) FORM. ALL CONSTRUCTION ACTIVITIES ARE SPECIFIED IN THE NCDEQ EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN ([e-mail]), 252-478-5186, MIN. 48 HOURS PRIOR TO ANY
REQUIRED TO FOLLOW THE NEW NCGO1 PERMIT REGARDLESS OF WHEN THEY WERE MANUAL. A RAIN GAUGE SHALL BE INSTALLED AT THE PROJECT SITE TO FACILITATE EXCAVATION.
TOTAL LIMITS OF DISTURBANCE = 10.0 ACRES APPROVED. RAINFALL MONITORING. THE CONTRACTOR SHALL MAINTAIN THESE RECORDS IN THE 2. WATER AND SEWER MATERIALS AND CONSTRUCTION TO BE PROVIDED AND
TOTAL AREA OF CLEARING AND GRUBBING = 1.70 ACRES PERMIT BOX FOR AUDIT BY REGULATORY AGENCIES. PERFORMED IN COMPLIANCE WITH THE TOWN OF SPRING HOPE STANDARD
2. EROSION AND SEDIMENT CONTROL (E&SC) PERMIT AND A CERTIFICATE OF COVERAGE SPECIFICATIONS AND DETAILS, LATEST EDITION.
TOTAL AREA OF VEGETATION CLEARING (TREE REMOVAL, NO GRUBBING) = 0.58 ACRES (COC) MUST BE OBTAINED BEFORE ANY LAND DISTURBING ACTIVITIES OCCUR. THE 8. DEP OR ENVIRONMENTAL CONSULTANT SHALL CONDUCT SELF-INSPECTIONS FOR 3. PRIOR TO COMMENCING WATER AND SEWER CONSTRUCTION, THE TOWN ENGINEER,
COC CAN BE OBTAINED BY FILLING OUT THE ELECTRONIC NOTICE OF INTENT (e-NOI) EROSION AND SEDIMENTATION CONTROL AND COMPLETE THE SELF-INSPECTION TOWN PUBLIC WORKS DIRECTOR, AND ENGINEER OF RECORD SHALL BE CONTACTED
STORMWATER RUNOFF FROM THE SITE DISCHARGES TO CREEK(STREAM INDEX FORM AT edocs.deq.nc.gov/FORMS/NCG01-NOI. PLEASE NOTE, THE e-NOI FORM MAY REPORT FOR LAND DISTURBING ACTIVITY FORM AS REQUIRED BY NCGS 113A-54.1 AT LEAST 48-HOURS IN ADVANCE TO SCHEDULE A PRECONSTRUCTION CONFERENCE.
NO: 28-55-(1); WATER SURFACE CLASSIFICATION C;NSW)WHHICHIGH IS S LOCATED WITHIN THE ONLY BE FILLED OUT ONCE THE PLANS HAVE BEEN APPROVED. A COPY OF THE E&SC AFTER EACH PHASE OF THE APPROVED EROSION AND SEDIMENTATION CONTROL NO CONSTRUCTION SHALL OCCUR UNTIL AFTER THE PRECONSTRUCTION
TAR-PAMLICO RIVER BASIN. PERMIT, THE COC, AND A HARD COPY OF THE PLAN MUST BE KEPT ON SITE, PLAN. DUKE ENERGY SHALL MAINTAIN THE REPORTS ON SITE TO BE AVAILABLE TO THE CONFERENCE IS HELD. AT A MINIMUM, THE TOWN REPRESENTATIVE AND THE
PREFERABLY IN A PERMITS BOX, AND ACCESSIBLE DURING INSPECTION. EROSION CONTROL INSPECTOR AT ALL TIMES. CONTRACTOR SHALL ATTEND THE PRECONSTRUCTION CONFERENCE.
SCHEDULE: 4. NC 811 SHALL BE CONTACTED A MINIMUM OF SEVENTY-TWO (72) HOURS PRIOR TO ANY
3. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING WORK EROSION AND SEDIMENT CONTROL SEQUENCE: EXCAVATION. NC 811 CONTACT PHONE NUMBER: 1-800-632-4949.
UNTIL THE COMPLETION OF ACTIVITIES AND DISTURBED AREAS HAVE BEEN 5. WHEREVER SEWER OR WATER MAINS CROSS ONE ANOTHER, A MINIMUM VERTICAL
THE PROJECT IS SCHEDULED TO BEGIN SUMMER 2025. STABILIZED. TEMPORARY EROSION CONTROL DEVICES SHALL BE REMOVED ONCE CLEARANCE OF 18" SHALL BE PROVIDED BETWEEN THE BOTTOM OF THE WATER PIPE
WORK IS COMPLETE AND THE SITE IS STABILIZED. PHASE I: SEE SHEETS 6 AND 6.1 FOR EROSION AND SEDIMENT CONTROL SEQUENCE. AND THE TOP OF THE SEWER PIPE. IF THE CONDITION CANNOT BE MET, BOTH THE
GENERAL NOTES: WATER MAIN AND THE SEWER MAIN SHALL BE CONSTRUCTED WITH MINIMUM PIPE
PRESSURE CLASS 350 WITH A TYPE 2 LAYING CONDITION UNLESS INDICATED
PHASE II: SEE SHEETS 7 AND 7.1 FOR EROSION AND SEDIMENT CONTROL SEQUENCE.
4. EROSION CONTROL DEVICES AND PLANTED AREAS SHALL BE INSPECTED BY DUKE OTHERWISE ON THE DRAWINGS AND WITH JOINTS EQUIVALENT TO WATER MAIN
1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL COUNTY, STATE AND FEDERAL ENERGY OR THEIR REPRESENTATIVE EVERY SEVEN CALENDAR DAYS AND AFTER REPLACED, AS PHAE IIIEEHEET AND1 FR ER N ANDEDIMENT NTR EN
STANDARDS FOR A DISTANCE OF 10 FEET ON EACH SIDE OF THE POINT OF CROSSING.
EACH RAINFALL OCCURRENCE THAT EXCEEDS ONE INCH IN A 4-HOUR PERIOD. S : S SS 8 8. 00SIO S COOL SEQUENCE. CONTRACTOR SHALL COORDINATE WITH TOWN PUBLIC WORKS DIRECTOR.
REGULATIONS AND CODES AND O.S.H.A. STANDARDS. DAMAGED OR INEFFECTIVE DEVICES SHALL BE REPAIRED OR R
NECESSARY, AS SOON AS PRACTICAL. 6. CONTRACTOR SHALL PROVIDE TEMPORARY SUPPORTS FOR UTILITY CROSSINGS AND
2. THE CONTRACTOR SHALL PROTECT ALL MONUMENTS, IRON PINS, AND PROPERTY PHASE IV: SEE SHEETS 9 AND 9.1 FOR EROSION AND SEDIMENT CONTROL SEQUENCE. REPAIR DAMAGES DUE TO CONSTRUCTION TO THE SATISFACTION OF THE TOWN OF
CORNERS DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR SPRING HOPE PUBLIC WORKS DEPARTMENT. UNDERGROUND ELECTRICAL CROSSINGS
REPLACEMENT OF ANY PROPERTY MARKERS DISTURBED DURING CONSTRUCTION. 5. SEEDED AREAS SHALL BE FERTILIZED, RESEEDED AS NECESSARY AND MULCHED SHALL BE CROSSED IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE (NEC)
ACCORDING TO THE SEEDING PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE GRADING AND DRAINAGE NOTES: AND POWER COMPANY GUIDANCE.
COVER. SEEDED AREAS SHALL BE INSPECTED PERIODICALLY BY DUKE ENERGY UNTIL 7. THE CONTRACTOR SHALL PERFORM UTILITY INSTALLATIONS IN DRY STABLE
ri 3. STOCKPILE LOCATIONS SHALL BE COORDINATED WITH DUKE ENERGY AND SHALL BE FINAL GROUND COVER HAS BEEN ESTABLISHED. THE CONTRACTOR IS RESPONSIBLE TRENCHES.
0 1. CUT AND FILL SLOPES AS SHOWN ON THE PLAN, MAXIMUM OF 3:1 (H:V). COMPACT FILL
cV LOCATED UP-GRADIENT OF EROSION AND SEDIMENT CONTROL FEATURES. FOR RESTORING VEGETATION TO ITS ORIGINAL CONDITION, OR BETTER, FOR UP TO A
o TO 95% STANDARD PROCTOR MAXIMUM DENSITY(ASTM-D698). CONTRACTOR SHALL 8. ALL WATER VALVES, AND BOXES SHALL BE SET AND ADJUSTED TO FINISHED GRADE.
M ADDITIONALLY, ALL STOCKPILES SHALL HAVE ADDITIONAL SILT FENCE, COMPOST YEAR. SEEDING SHALL BE CONSISTENT WITH REQUIREMENTS OF THE VEGETATION REFER TO PROJECT MASTER GRADING SPECIFICATIONS FOR COMPACTION
00 SOCK, OR WATTLES INSTALLED ON THE DOWN-GRADIENT SIDE OF THE STOCKPILE. MAINTENANCE AND IMPLEMENTATION PLAN (VMIP) FOR DEP. REQUIREMENTS FOR VARIOUS SOIL CLASSES ENCOUNTERED DURING CONSTRUCTION. 9. PRIOR TO BACKFILLING, CONTRACTOR SHALL INTRODUCE CHLORINE TABLETS INSIDE
co THE WATER MAIN THAT WILL DISSOLVE. COORDINATE POTABLE WATER DISINFECTION
AND CLOSEOUT WITH TOWN OF SPRING HOPE PUBLIC WORKS DIRECTOR.
(n 4. THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB 6. THE OWNER OR THEIR AGENT SHOULD ADHERE TO THE SELF-INSPECTION PROGRAM 2 MAINTAIN POSITIVE DRAINAGE (0.5% MIN) ON PROPOSED DITCH RE-ROUTE. 10. CONTRACTOR TO PROVIDE STANDBY PUMP/VACUUM TRUCK FOR DISPOSAL OF
o SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, FOR EROSION AND SEDIMENT CONTROL (EFFECTIVE OCTOBER 1, 2010). DETAILS OF WASTEWATER REMAINING IN PIPE DURING PIPE CUTTING. COORDINATE WITH BOBBY
z INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THIS REQUIREMENT SHALL THE PROGRAM AND RECOMMENDED INSPECTION FORMS CAN BE FOUND AT THE
APPLY CONTINUOUSLY AND IS NOT LIMITED TO NORMAL WORKING HOURS. FOLLOWING WEBSITE: HTTPS://DEQ.NC.GOV/ESCforms. 3. PROPOSED CONTOURS REPRESENT FINISHED GRADE SURFACE FOR SITE BALL, PUBLIC WORKS DIRECTOR([e-mail]) FOR LOCATING
� CONTRACTOR. SITE CONTRACTOR SHALL GRADE ALL FINISHED GRADE SURFACES TO SUITABLE SEWER MANHOLE FOR DISPOSAL.
Ld
z 7. THE OWNER'S CONTRACTOR IS RESPONSIBLE FOR NOTIFYING UTILITY COMPANIES TO HAVE POSITIVE DRAINAGE (0.5% MIN). 11. CONTRACTOR SHALL REFER TO TOWN OF SPRING HOPE STANDARD SPECIFICATIONS
Ld 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DAILY REMOVAL OF ALL AND DETAILS, LATEST EDITION FOR PROPOSED MATERIAL SPECIFICATIONS.
0 CONSTRUCTION MATERIALS SPILLED ON PAVED STREETS, ONSITE, AND OFFSITE. LOCATE ALL UNDERGROUND UTILITIES PRIOR TO ANY DISTURBANCE. MATERIALS PROPOSED INCLUDE, BUT NOT LIMITED TO:
j 4. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION TO 11.1. DUCTILE IRON PIPE
6. THE CONTRACTOR SHALL AT ALL TIMES DURING CONSTRUCTION, PROTECT FROM 8. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN EXISTING GRADE.
11.2. FITTINGS FOR DUCTILE IRON POPE
PORTIONS OF THE SITE WHERE ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY
0) DAMAGING EXISTING IMPROVEMENTS ON AND AROUND THE SITE, INCLUDING, BUT NOT LIMITED TO, ASPHALT PAVEMENTS, SIGNAGE, SANITARY SEWERS, WATER LINES, CEASED, BUT IN NO CASE MORE THAN SEVEN (7) DAYS FOR PERIMETER AREAS, 5. DEWATERING: CONTRACTOR SHALL AT ALL TIMES PROVIDE AND MAINTAIN AMPLE 11.3. STAINLESS STEEL TAPPING SLEEVE AND VALVE
o OVERHEAD POWER LINES AND OTHER UTILITIES WITHIN THE PROJECT AREA. SLOPES STEEPER THAN 3H : 1V, AND SLOPES BETWEEN 3H : 1V AND 4H : 1V HAVING A MEANS AND EQUIPMENT WITH WHICH TO REMOVE AND PROPERLY DISPOSE OF ANY 11.4. GATE VALVE
v
CONTRACTOR SHALL AVOID GOING OUTSIDE THE CONSTRUCTION LIMITS SO AS TO LENGTH GREATER THAN 50 FEET; NO MORE THAN FOURTEEN (14) DAYS FOR OTHER AND ALL WATER ENTERING THE WORK AREA. KEEP ALL EXCAVATIONS DRY UNTIL SUCH 11.5. FIRE HYDRANT ASSEMBLY
MINIMIZE DISTURBANCE OF EXISTING VEGETATION. AREAS AFTER WORK HAS CEASED. TIME AS PIPE LAYING AND GRADING IS COMPLETED. NO WATER SHALL BE ALLOWED TO
RISE AROUND THE PIPE IN UNBACKFILLED TRENCHES NOR SHALL IT BE ALLOWED TO 12. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS IN ACCORDANCE WITH TOWN OF
M 24 SPRING HOPE STANDARD SPECIFICATIONS AND DETAILS, LATEST EDITION SECTIONS
RISE OVER MASONRY UNTIL THE CONCRETE OR MORTAR HAS SET (MINIMUM 7. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH 9. PROVIDE COMPOSITE MATTING, WATTLES AND/OR OTHER CONTROL DEVICES, AS MAY HOURS). ALL WATER PUMPED OR DRAINED FROM THE WORK AREA SHALL 1.1.04 AND 2.1.04 TO ENGINEER OF RECORD FOR REVIEW AND APPROVAL FOR ALL
NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY (NCDEQ) REGULATIONS. BE REQUIRED, TO CONTROL SOIL EROSION DURING WORK. DISTURBED AREAS SHALL MATERIALS PROPOSED.
BE CLEANED, GRADED, AND STABILIZED WITH GRASS, AS SOON AS PRACTICABLE. IF DISPOSED OF VIA APPROVED SILT SACK AS TO PREVENT SILTATION AND EROSION TO
WATER IS ENCOUNTERED WHILE EXCAVATING, THE WATER SHOULD BE FILTERED ADJACENT OR OTHER CONSTRUCTION SITES.
j 8. CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO THROUGH A SILT BAG TO REMOVE ANY SEDIMENTS BEFORE BEING PUMPED INTO ANY
BEGINNING CONSTRUCTION. ANY UTILITIES DAMAGED DURING CONSTRUCTION SHALL WATERS OF THE STATE. 6. SPOT ELEVATIONS SHOWN ON THE DRAWINGS INCLUDE PREFIXES IDENTIFYING WHAT
BE REPAIRED IMMEDIATELY WITH NO ADDITIONAL COST TO THE OWNER. CONTRACTOR SURFACE THE SPOT ELEVATION IS REFERENCING. SPOT ELEVATIONS WITH "EG"
TO CALL NC 811 OR THEIR SUCCESSORS AT 1-800-632-4949 PRIOR TO EXCAVATION. PREFIX REFERENCE THE SURVEYED EXISTING GRADE. SPOT ELEVATIONS WITH "FG"
o CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IN THE EVENT ANY 10. WHEN THE PROJECT IS COMPLETE, THE PERMITTEE SHALL CONTACT DEMLR TO CLOSE PREFIX REFERENCE THE FINISHED GRADE FOR THE SITE CONTRACTOR. SPOT
= UNDERGROUND OBSTACLE REQUIRING DEVIATION FROM THE PLAN IS ENCOUNTERED. OUT THE E&SC PLAN. AFTER DEMLR INFORMS THE PERMITTEE OF THE PROJECT CLOSE ELEVATIONS WITH "YB" PREFIX REFERENCE THE TOP OF THE PROPOSED YARD
rn OUT, VIA INSPECTION REPORT, THE PERMITTEE SHALL VISIT BLANKET INSTALLED BY OTHERS.
L edocs.deq.nc.gov/FORMS/NCGO1-TERMINATION TO SUBMIT AN ELECTRONIC NOTICE OF
9. CONTRACTOR SHALL EXERCISE CAUTION IN WORKING AROUND OVERHEAD LINES, AS TERMINATION (e-NOT). A$120 ANNUAL GENERAL PERMIT FEE WILL BE CHARGED UNTIL
r�l LINES MAY BE ENERGIZED DURING CONSTRUCTION. THE e-NOT HAS BEEN FILLED OUT. 7. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY
0
0 THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY
r) 10. CONTRACTOR SHALL PROVIDE PROPER SECONDARY CONTAINMENT FOR ANY FUEL STANDARDS: CONSTRUCTION MANAGER IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH
N STORED ON-SITE. CONSTRUCTION EQUIPMENT SHOULD BE PLACED ON CONTAINMENT CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA
ao WHEN NOT IN USE. COMPENSATION SHALL BE PAID TO CONTRACTOR FOR ANY WORK DONE DUE TO
00 ALL EROSION AND SEDIMENTATION CONTROLS SHALL BE IN ACCORDANCE WITH THE DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH
I NORTH CAROLINA SEDIMENTATION POLLUTION CONTROL ACT OF 1973. CONSTRUCTION NOTIFICATION HAS NOT BEEN GIVEN.
11. SURPLUS EXCAVATED SOIL MATERIAL TO BE REMOVED FROM SITE AND DISPOSED OF DETAILS AND SPECIFICATIONS WITHIN THIS PLAN WERE DERIVED FROM THE EROSION AND
o BY CONTRACTOR IN ACCORDANCE WITH APPLICABLE RULES AND REGULATORY SEDIMENT CONTROL PLANNING AND DESIGN MANUAL DATED MAY, 2013, PREPARED BY THE
REQUIREMENTS. DEMOLITION NOTES:
NORTH CAROLINA SEDIMENTATION CONTROL COMMISSION, NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY(NCDEQ) AND NORTH CAROLINA
j 12. TEMPORARY STORAGE OF CONTAMINATED SOIL SHALL BE ON 10-MIL THICK PLASTIC AGRICULTURAL EXTENSION SERVICE (NCAES). 1. DEMOLITION AREA(S)WILL SUPPORT THE CONSTRUCTION OF THE PROPOSED
L AND BERMED TO PREVENT RUNOFF. A PLASTIC COVER OF AT LEAST 10-MIL SHALL BE SUBSTATION EQUIPMENT, THE PLACEMENT OF A MOBILE SUBSTATION, AND ALLOW
USED TO ELIMINATE THE GENERATION OF LEACHATE. EROSION CONTROL PERMIT GUIDELINES:
w CONTINUED OPERATION OF THE EXISTING SUBSTATION.
13. SECURE WRITTEN ACCESS AGREEMENT IS REQUIRED FOR ALL 3RD PARTY ACCESS
0 AND PRIVATE DRIVES NOT INCLUDED IN RIGHT-OF-WAY( R/W). DOCUMENTATION IS PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN ANY PROJECT AREA THE 2. ONCE SUBSTATION HAS BEEN TRANSFERRED TO THE MOBILE SUBSTATION
REQUIRED PRIOR TO BEGINNING CONSTRUCTION. CONTRACTOR SHALL COMPLETE THE FOLLOWING: TRANSFORMER, DEMOLITION OF THE EXISTING SUBSTATION EQUIPMENT MAY
PROCEED.
E EROSION AND SEDIMENTATION CONTROL NARRATIVE: 1. NOTIFY THE DEMLR RALEIGH OFFICE AT LEAST 48 HOURS TO COMMENCING THE LAND
0 DISTURBING ACTIVITY. THE CONTACT NUMBER IS [phone]. 3. ALL MATERIAL CLEARED AND GRUBBED BY THE CONTRACTOR IN ORDER TO
CONSTRUCT THE SITE, SUCH AS TREES, VEGETATION, FENCING, ETC. SHALL BECOME
THE EROSION AND SEDIMENT CONTROL MEASURES FOR THIS PROJECT INVOLVE THE 2. HOLD PRE-CONSTRUCTION MEETING WITH THE OWNER, ENGINEER OF RECORD, AND THE PROPERTY OF THE CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF
o PLACEMENT OF A VARIETY OF EROSION AND SEDIMENT CONTROL DEVICES AT STRATEGIC ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH LAND DISTURBANCE. OFF-SITE.
LOCATIONS THROUGHOUT THE AREA. THESE MEASURES INCLUDE:
0 3. EROSION AND SEDIMENT CONTROL (E&SC) PERMIT AND A CERTIFICATE OF COVERAGE 4. REFERENCE DUKE ENERGY PROGRESS (DEP) SPECIFICATION T4-15 FOR ADDITIONAL
`V 1. SILT FENCE (COC) MUST BE OBTAINED BEFORE ANY LAND DISTURBING ACTIVITIES OCCUR. A COPY INFORMATION REGARDING CLEARING AND SITE PREPARATION IN THE TRANSMISSION
0 2. SILT FENCE OUTLETS OF THE E&SC PERMIT, THE COC, AND A HARD COPY OF THE PLAN MUST BE KEPT ON RIGHT OF WAY.
SITE, PREFERABLY IN A PERMITS BOX, AND ACCESSIBLE DURING INSPECTION. THE
3. TEMPORARY/PERMANENT SEEDING COC CAN BE OBTAINED BY FILLING OUT THE ELECTRONIC NOTICE OF INTENT (e-NOI)
Q 4. CONSTRUCTION ENTRANCES FORM AT DEQ.NC.GOV/ESCforms. PLEASE NOTE, THE E-NOI FORM MAY ONLY BE FILLED SITE INFORMATION:
5. ROCK PIPE INLET PROTECTION OUT ONCE THE PLANS HAVE BEEN APPROVED.
6. ENERGY DISSIPATION PADS 1. PROPERTY OWNER: DUKE ENERGY PROGRESS, LLC.
4. THE CONTRACTOR SHALL LOCATE AND VERIFY ALL UNDERGROUND UTILITIES PRIOR
zz 7. COMPOSITE MATTING TO COMMENCEMENT TO ANY LAND DISTURBANCE. THE CONTRACTOR SHALL BE 411 FAYETTEVILLE STREET
Q 8. WATTLES RESPONSIBLE FOR REPAIR OR REPLACEMENT OF ANY UTILITIES, CABLES, PIPES, OR RALEIGH, NC 27601
w 9. WATTLE CHECK DAMS OTHER UNDERGROUND CONVEYANCES SCHEDULED TO REMAIN THAT ARE
w 10. TEMPORARY BRIDGE DESTROYED OR DAMAGED BY THE CONTRACTOR, INCLUDING ANY SUBCONTRACTORS,DURING THE PROJECT. 2. PARCEL PIN#: 286015633084
0
0 PERIMETER CONTROL DEVICES ARE TO BE INSTALLED PRIOR TO ANY DISTURBANCE. 5. THE CONTRACTOR SHALL CONDUCT SELF-INSPECTIONS OF THE EROSION AND 3. CURRENT ZONING: GB (GENERAL BUSINESS)
J SEEDING AND MATTING AT APPROPRIATE TIMES SHALL BE INSTALLED AS NECESSARY. ALL SEDIMENTATION CONTROL MEASURES. CONTRACTOR SHOULD INSPECT BUT
> EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED UNTIL THE COMPLETION OF DEP/ENVIRONMENTAL CONTRACTOR WILL COMPLETE THE FORM. 4. CURRENT AND PROPOSED USE: ELECTRIC SUBSTATION
Lo ALL ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN STABILIZED. ADDITIONAL CONTROL
DEVICES MAY BE REQUIRED DURING WORK IN ORDER TO CONTROL EROSION AND/OR DUKE
a OFFSITE SEDIMENTATION. ALL TEMPORARY CONTROL DEVICES SHALL BE REMOVED ONCE 6. SELF-INSPECTIONS FOR EROSION AND SEDIMENTATION CONTROL MEASURES ARE TO 5. SITE IS NOT LOCATED WITHIN A FEMA 100-YR FLOODWAY, FIRM PANEL 3720286000J,
= WORK IS COMPLETE AND THE SITE IS STABILIZED. BE PERFORMED AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 EFFECTIVE DATE 11/03/2004. ENERGY.,
HOURS OF EVERY RAIN EVENT OF GREATER THAN 1-INCH. ANY NEEDED REPAIRS
SHALL BE MADE IMMEDIATELY TO MAINTAIN EROSION CONTROL AS SPECIFIED IN THE WSP USA
CONSTRUCTION DETAILS ON THIS PLAN. A RAIN GAUGE SHALL BE INSTALLED AT THE 6. PARCEL IS LOCATED IN THE TAR-PAMLICO RIVER BASIN. ENVIRONMENT& INFRASTRUCTURE INC. PROGRESS
5710 OLEANDER DRIVE,SUITE 110
PROJECT SITE FOR MONITORING. WILMINGTON,NC28403
cn 7. NO HAZARDOUS MATERIALS WILL BE USED OR STORED ON-SITE. TEL:[phone] FAX:[phone] 411 FAYETTEVILLE STREET
ENG.LICENSURE:F-1253 RALEIGH N.C. 27601
TELEPHONE NO. [phone]
8. NO GARBAGE OR SOLID WASTE COLLECTION REQUIRED.
F 08/01/2024 ISSUED FOR REVIEW- 100% DESIGN WMN ML TLN.C.ArI, 0 , TITLE SPRING HOPE 115KV
0 9. SITE LIGHTING INSTALLED WITHIN FENCED AREA WILL EMIT LESS THAN ONE F� sf •'• r-,--"--
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D 04/19/2024 ISSUED FOR REVIEW- 75% DESIGN WMN DCO TL FOOT-CANDLE AT ANY PROPERTY LINE. - _ GENERAL NOTES
'-7 U52297 LOCATION 805 EAST NASH STREET, SPRING HOPE, NC
cn C 03/15/2024 ISSUED FOR REVIEW- 50% DESIGN WMN BBC TL 10. PRELIMINARY TOPOGRAPHIC AND BOUNDARY SURVEY PREPARED BY DMP ENGINEERS : 'r '•.F Q-
m o & SURVEYORS, INC., BRADLEY D. PHILLIPS, PLS , DATED 02/16/2024 AND REVISED FINAL DRAWINGS - cl GINS... �� SCALE AS SHOWN SCALE RATIO 1:1 DEP PRJ. NO. 170911Ao1
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A 12/15/2023 ISSUED FOR REVIEW-25/o CONCEPTUAL WMN BBC TL PURPOSES ONLY 08/01/2024
0 N0. DATE REVISION DR. I CK. I APP. DATE 08/01/2024 JOB NO. 7818230203 DWG NO.: RDC-28668- 2 OF 18