2018-08-08 Revised IFC Signed

DocuSign Envelope ID: 80AD572F-A6EB-4112-9AD7-BB562E88EEBB
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DEVELOPMENT TEAM
LAND OWNER
VIRGINIA E FOIL
1150 B STREET
MT PLEASANT, NORTH CAROLINA 28124
FACILITY OWNER/DEVELOPER
NARENCO
227 SOUTHSIDE DRIVE, SUITE B
CHARLOTTE, NC 28217
PH: [phone]
CONTACT: RYAN TURNBULL
SITE DATA
SITE ADDRESS 1150 B ST., MT PLEASANT, NORTH CAROLINA 28124
PROPERTY OWNER VIRGINIA E FOIL
EXISTING ZONING AG CZ
PROPOSED ZONING AG CZ
EXISTING USE VACANT
PROPOSED USE SOLAR PANEL FARM
JURISDICTION TOWN OF MT. PLEASANT
PIN (PORTION OF) 56706525660000
PROPERTY ID 08-008-0005.00
LEASE AREA 35.14± ACRES
DEED REFERENCE DEED BOOK 226, PAGE 123
TOTAL BUILDING AREA N/A
SETBACKS
FRONT: 50'
SIDE: 50'
REAR: 50'
EXISTING IMPERVIOUS AREA 0 SF (0.00 ACRES)
PROPOSED IMPERVIOUS AREA 53,870 SF (1.24 ACRES)
IMPERVIOUS AREA PERCENTAGE 3.52%
ENGINEER
SEPI ENGINEERING & CONSTRUCTION, INC.
1025 WADE AVE.
RALEIGH, NORTH CAROLINA 27605
PH: [phone]
CONTACT: DAVID WHITTINGTON, PE
VIOLET
SOLAR FARM
NARENCO
1150 B STREET
MT PLEASANT, NORTH CAROLINA 28124
CONSTRUCTION DRAWINGS
APRIL 28, 2016
REVISED: JUNE 7, 2018
REVISED: AUGUST 8,2018
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C-1.0
COVER SHEET
C-2.0
EXISTING CONDITIONS/DEMOLITION PLAN
C-3.0
LAYOUT PLAN
C-4.0
EROSION CONTROL PLAN
C-5.0
GRADING & STORM DRAINAGE PLAN
C-6.0
LANDSCAPE PLAN
C-6.1
LANDSCAPE DETAILS
C-7.0
SITE & EROSION CONTROL DETAILS
C-8.0
EROSION CONTROL DETAILS
C-9.0
STORM DRAINAGE DETAILS
GENERAL NOTES
PATCHING:
CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACCEPTABLE CLOSURE AND REPAIR OF ALL AREAS DISTURBED DURING
CONSTRUCTION. REPAIR WORK SHALL UTILIZE LIKE MATERIALS WHERE POSSIBLE, OR MATERIALS COMPATIBLE TO EXISTING AND
SHALL RESTORE DISTURBED SURFACE TO ORIGINAL CONDITION.
CLEANUP/SITE MAINTENANCE:
CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY CLEANING AND MAINTENANCE OF ALL INVOLVED AREAS FROM CONSTRUCTION
DEBRIS AND DUST. UNOCCUPIED CONSTRUCTION AREAS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ASSURING NEAT AND CLEAN
CONDITIONS AT ALL TIMES. UPON OVERALL COMPLETION OF THE PROJECT. CONTRACTOR IS RESPONSIBLE FOR FINAL SITE CLEANUP.
MEANS AND VERIFICATIONS:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MEANS, METHODS, TECHNIQUES, SEQUENCES, PROCEDURES AND MATERIAL
SUPPLY FOR CONSTRUCTION AND INSTALLATION, VERIFICATION OF DIMENSIONS AT THE SITE, AND THE VERIFICATION OF QUANTITIES.
PRELIMINARY - DO NOT USE FOR CONSTRUCTION
NARENCO
National Renewable Energy Corporation
® 3 WORKING DAYS
BEFORE YOU DIG
FOR THE LOCATION OF
UNDERGROUND FACILITIES
Know what's below.
Call before you dig.
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN
IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN
NDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE.
THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL
EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO
BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY
LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
NOTICE:
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF THE
CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER SHALL BE
EXPECTED TO ASSUME ANY RESPONSIBILITY FOR SAFETY OF THE
WORK, OF PERSONS ENGAGED IN THE WORK, OF ANY NEARBY
STRUCTURES, OR OF ANY OTHER PERSONS.
SEPI
E N G I N E E R I N G &
CON STRU CTION
1025 WADE AVENUE
RALEIGH, NORTH CAROLINA
919.789.9977
11020 DAVID TAYLOR DR., SUITE 115
CHARLOTTE, NORTH CAROLINA
704.714.4880
5030 NEW CENTRE DR., SUITE B
WILMINGTON, NORTH CAROLINA
910.523.5715
sepiengineering.com
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DRAWING DATE:
J. WESTMORELAND
06/08/2016
DRAWN BY:
J
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SC16.012.00
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PROJECT MANAGER FIELD SURVEY DATE:
D. WHITTINGTON 03/18/2016
CHECKED BY:
DRAWING DATE:
J. WESTMORELAND
06/08/2016
DRAWN BY:
JOB #:
L. SMITH
SC16.012.00
SHEET
C-1.0

DocuSign Envelope ID: 80AD572F-A6EB-4112-9AD7-BB562E88EEBB
LEGEND
— — PROPERTY LINE (PL)
R/W RIGHT-OF-WAY LINE
SETBACK LINE
UTILITY EASEMENT
-140 EXISTING MAJOR CONTOUR
- — — — — — -139- — — — - EXISTING MINOR CONTOUR
-SS - EXISTING GRAVITY SEWER
-2U- -2U- EXISTING WATER LINE
- Sd - EXISTING STORM DRAINAGE PIPE
-g- -g- EXISTING GAS LINE
- ohe - EXISTING OVERHEAD ELECTRIC LINE
_ - uge - EXISTING UNDERGROUND ELECTRIC LINE
-t - -t - -t - EXISTING UNDERGROUND TELEPHONE LINE
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DEED BOOK226, PAGE 123 / i a UTILITY POLE
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GENERAL NOTES
BOUNDARY & TOPOGRAPHIC INFORMATION TAKEN FROM A SURVEY ENTITLED "ALTA/NSPS
LAND TITLE SURVEY OF PROPERTY OWNED BY JOHN A. FOIL & WIFE, VIRGINIA LEE FOIL
PREPARED FOR: NARENCO, SITUATED IN THE TOWNSHIP OF MT. PLEASANT - CABARRUS
COUNTY - N.C. PREPARED BY ENCOMPASS SERVICES PLLC, DATED MAY 10, 2018.
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GRAPHIC SCALE
80 0 40 80 160
( IN FEET )
1 inch = 80 ft.
PRELIMINARY - DO NOT USE FOR CONSTRUCTION
NARENC01
National Renewable Energy Corporation
• ® 3 WORKING DAYS
BEFORE YOU DIG
FOR THE LOCATION OF
UNDERGROUND FACILITIES
Know what's belOW.
Call before you dig.
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN
IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN
INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE,
THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL
EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO
BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY
LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
NOTICE:
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF THE
CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER SHALL BE
EXPECTED TO ASSUME ANY RESPONSIBILITY FOR SAFETY OF THE
WORK, OF PERSONS ENGAGED IN THE WORK, OF ANY NEARBY
STRUCTURES, OR OF ANY OTHER PERSONS.
SEPI
E N G I N E E R I N G &
C O N S T R U C T I O N
1025 WADE AVENUE
RALEIGH, NORTH CAROLINA
919.789.9977
11020 DAVID TAYLOR DR., SUITE 115
CHARLOTTE, NORTH CAROLINA
704.714.4880
5030 NEW CENTRE DR., SUITE B
WILMINGTON, NORTH CAROLINA
910.523.5715
sepiengineering.com
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FIELD SURVEY DATE:
03/18/2016
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DRAWING DATE:
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PROJECT MANAGER
D. WHITTINGTON
FIELD SURVEY DATE:
03/18/2016
CHECKED BY:
DRAWING DATE:
J. WESTMORELAND
06/08/2016
DRAWN BY:
JOB #:
L. SMITH
SC16.012.00
SHEET
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DocuSign Envelope ID: 80AD572F-A6EB-4112-9AD7-BB562E88EEBB
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DEED BOOK 509 PAGE 126 gLONG THE PROP
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SITE DATA
SITE ADDRESS 1150 B ST., MT PLEASANT, NORTH CAROLINA 28124
PROPERTY OWNER VIRGINIA E FOIL
EXISTING ZONING AG CZ
PROPOSED ZONING AG CZ
EXISTING USE VACANT
PROPOSED USE SOLAR PANEL FARM
JURISDICTION TOWN OF MT. PLEASANT
PIN (PORTION OF) 56706525660000
PROPERTY ID 08-008-0005.00
LEASE AREA 35.14± ACRES
DEED REFERENCE DEED BOOK 226, PAGE 123
TOTAL BUILDING AREA N/A
SETBACKS
FIELD SURVEY DATE:
03/18/2016
FRONT:
50'
SIDE:
50'
REAR:
50'
EXISTING IMPERVIOUS AREA
0 SF (0.00 ACRES)
PROPOSED IMPERVIOUS AREA
53,870 SF (1.24 ACRES)
IMPERVIOUS AREA PERCENTAGE
3.52%
SITE KEYNOTES
OGROUND MOUNTED SOLAR PANELS WITH ANTI -REFLECTIVE COATING,
TYPICAL (SEE NARENCO, VIOLET SOLAR FARM PLANS)
OB UNDERGROUND ELECTRIC BY NARENCO SUBCONSULTANT
OC CONCRETE INVERTER PAD (SEE NARENCO, VIOLET SOLAR FARM PLANS)
OD HEAVY DUTY GRAVEL DRIVE (SEE TYPICAL SECTION, DETAIL SHEET C-7.0)
OUNDERGROUND ELECTRIC SERVICE TO NEW TRANSFORMER BY NARENCO
(SEE NARENCO, VIOLET SOLAR FARM PLANS)
OF NARENCO TRANSFORMER
OG (2) 15SWING GATES (TO SWING INTO SITE)
OH 6' WOODEN FENCE TOPPED WITH 3 STRANDS OF BARBED WIRE (SEE DETAIL SHEET C-7.0)
OITEMPORARY SOLID WASTE CONTAINERS
TEMPORARY CONSTRUCTION PARKING AREA; (50 MIN.) 9'X18' PARKING SPACES
O
OK POINT OF INTERCONNECTION
OL POWER POLE
OOVERHEAD ELECTRIC ELECTRIC SERVICE TO NEW TRANSFORMER BY NARENCO (SEE NARENCO, VIOLET
SOLAR FARM PLANS)
ON DELIVERY TRUCK (WB -50) INGRESS / EGRESS ROUTE
OO CONEX CONSTRUCTION TRAILER
O50' TYPE "D" BUFFER YARD 25' OF VEGETATIVE SCREENING AND PRIVACY FENCE (SEE LANDSCAPE PLAN, SHEET C-6.0)
OPERMANENT 9'X18' PARKING SPACES
OHEAVY DUTY ASPHALT PAVEMENT (SEE TYPICAL SECTION, DETAIL SHEET C-7.0)
OEMERGENCY VEHICLE HAMMERHEAD TURNAROUND
OT TIE TO EXISTING FARM ROAD CONNECTION WITH B STREET
GENERAL SITE NOTES
i
1. BEFORE YOU DIG, STOP. CALL THE NC ONE -CALL CENTER AT 1-800-632-4949. IT'S THE LAW.
EXISTING UTILITIES ARE SHOWN FROM THE BEST AVAILABLE INFORMATION AND ARE APPROXIMATE. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO VERIFY THESE AND OTHER UTILITIES BEFORE STARTING CONSTRUCTION. NOTIFY
UTILITY LOCATING COMPANY (ONE CALL @ 1-800-632-4949) OR INDIVIDUAL UTILITY OWNERS FOR UNDERGROUND
LOCATIONS AT LEAST 48 HOURS IN ADVANCE.
2. CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, RIGHT-OF-WAYS AND UTILITIES, PUBLIC OR PRIVATE, BEFORE
WORKING IN THESE AREAS.
3. PRIOR TO ANY CONSTRUCTION ACTIVITIES, THE CONTRACTOR SHOULD CONTACT NORTH CAROLINA DEPARTMENT OF
ENVIRONMENTAL QUALITY (NCDEQ) TO REQUEST A PRE -CONSTRUCTION MEETING ON SITE.
4. ALL CONSTRUCTION SHALL BE COMPLETED IN ACCORDANCE WITH THE LATEST EDITION OF THE TOWN OF MT. PLEASANT
STANDARDS AND SPECIFICATIONS, NCDEQ REGULATIONS AND NCDOT STANDARDS AND SPECIFICATIONS.
5. PROTECT ALL PROPERTY MONUMENTS AND PINS. MONUMENTS AND PINS THAT WILL BE DISTURBED DURING
CONSTRUCTION SHALL BE REFERENCED AND REPLACED BY A LICENSED LAND SURVEYOR AT COST TO THE CONTRACTOR.
6. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SUCH THAT WORKMEN AND THE PUBLIC WILL BE PROTECTED FROM
INJURY, AND ADJOINING PROPERTY PROTECTED FROM DAMAGE.
7. CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE UPON COMPLETION OF THE PROJECT AND AT LEAST
ONCE A WEEK DURING CONSTRUCTION.
8. CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM AND/OR MATERIAL DUE TO CONSTRUCTION
OPERATIONS. ALL STREET SURFACES, UTILITY POLES, CULVERTS, DITCHES, CURB AND GUTTER OR OTHER STRUCTURES
THAT ARE DISTURBED OR DAMAGED IN ANY MANNER AS A RESULT OF CONSTRUCTION SHALL BE REPLACED OR REPAIRED
BY THE CONTRACTOR IN ACCORDANCE WITH THE APPROPRIATE SPECIFICATIONS.
9. IF DEPARTURES FROM THE DRAWINGS OR SPECIFICATIONS ARE DEEMED NECESSARY BY THE CONTRACTOR, DETAILS OF
SUCH DEPARTURES AND REASONS THEREOF SHALL BE SUBMITTED IN WRITING TO THE FACILITY DESIGNER FOR REVIEW.
NO DEPARTURES FROM THE CONTRACT DOCUMENTS WILL BE ALLOWED WITHOUT APPROVAL BY THE FACILITY DESIGNER.
10. ANY AND ALL QUANTITIES SHOWN OR IMPLIED ON THE PLANS ARE FOR ESTIMATION PURPOSES ONLY.
11. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS
WARRANT OFF-SITE GRADING, WRITTEN PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS.
12. NO PARKING ALLOWED IN NCDOT RIGHT-OF-WAY AND NO WORK ALLOWED WITHOUT PERMISSION BY NCDOT; CONTRACTOR
IS REQUIRED TO PROVIDE TRAFFIC CONTROL FOR ANY WORK DONE WITHIN RIGHT-OF-WAY. ALL TRAFFIC CONTROL
OPERATIONS SHALL BE IN ACCORDANCE WITH NCDOT AND MUTCD GUIDELINES AND REQUIREMENTS.
13. WOODEN PRIVACY FENCE SHALL BE INSPECTED ON AN ANNUAL BASIS BY OWNER OR REPRESENTATIVE. ANY DEFORMED,
DEFLECTED, LOOSE OR BROKE BOARDS SHALL BE REPAIRED OR REPLACED AS NECESSARY TO COMPLY WITH THE TOWN
OF MT. PLEASANT'S LANDSCAPE BUFFER REQUIREMENTS.
j
100 -YEAR /
FLOODPLAIN
John A. Foil and wife, Virginia Lee Foil
DEED BOOK 226, PAGE 123
PIN 5670652566
ZONED RL
GRAPHIC SCALE
80 0 40 80 160
(
IN N' l,:: T )
1 inch = 80 rI-
PRELIMINARY - DO NOT USE FOR CONSTRUCTION
NARENCO
National Renewable Energy Corporation
® 3 WORKING DAYS
BEFORE YOU DIG
FOR THE LOCATION OF
UNDERGROUND FACILITIES
Know what's below.
Call before you dig.
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN
IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN
INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE.
THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL
EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO
BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY
LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
NOTICE:
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF THE
CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER SHALL BE
EXPECTED TO ASSUME ANY RESPONSIBILITY FOR SAFETY OF THE
WORK, OF PERSONS ENGAGED IN THE WORK, OF ANY NEARBY
STRUCTURES, OR OF ANY OTHER PERSONS.
SEPI
E N G I N E E R I N G &
CON STRU CTION
1025 WADE AVENUE
RALEIGH, NORTH CAROLINA
919.789.9977
11020 DAVID TAYLOR DR., SUITE 115
CHARLOTTE, NORTH CAROLINA
704.714.4880
5030 NEW CENTRE DR., SUITE B
WILMINGTON, NORTH CAROLINA
910.523.5715
sepiengineering.com
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COPYRIGHT@ 2018
SEPI ENGINEERING & CONSTRUCTION, INC
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CALL @ 1-800-6324949) OR INDIVIDUAL UTILITY OWNERS FOR UNDERGROUND LOCATIONS AT LEAST 48 HOURS IN ADVANCE.
4. EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINED SO THAT RUNOFF THAT CONTAINS SEDIMENT FROM THE SITE WILL N
ENTER STORM
I / '
DRAINAGE
5. A RAIN GAUGE SHALL BE PROVIDED AND MAINTAINED IN GOOD WORKING ORDER. WRITTEN RECORD OF DAILY RAINFALL AMOUNTS SHAL
RE TAINED AND MADE AVAILABLE UPON REQUEST. APPROVED EROSION CONTROL PLANS AND PERMIT SHALL BE KEPT ON SITE AT ALL TIME
THESE ITEMS MUST REMAIN ON • 1 •
6. PROPERTIES AND RIGHT-OF-WAY ADJOINING THE SITE SHALL BE KEPT CLEAN OF MUD OR SILT CARRIED FROM THE SITE BY VEHICULAR
TRAFFIC OR RUNOFF.
7. ALL CONSTRUCTION TRAFFIC SHALL ENTER AND EXIT THE SITE VIA THE CONSTRUCTION
EXCAVATED8. MATERIAL FROM■ ON ••1E SIDE OF • ALLOW MATERIALTO ERODE INTO
THE TRENCH. CONSTRUCTION MAINTENANCE AND REMOVAL OF -• •N CONTROL DEVICES ARE THE RESPONSIBILITYOF '•1
NOTED.CONTRACTOR UNLESS OTHERWISE
9. THE EROSION CONTROL• ON DRAWING• ■ 1 AT ••
CONTAINMENTOF • -• OF • •• AND BE FIELD VERIFIED.
10. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE NCIDEQ EROSION CONTROL REGULATIONS AND I
SUBJECT TO A FINE.
11. ALL SLOPES 4:1 OR STEEPER MUST BE ■ ■ MULCHED, AND STABILIZED WITHIN 14 WORKING DAYS. THAN 3:1 MUST B
SEEDED, MULCHED,AND STABILIZED WITHIN 7 WORKINGDAYS.DYKES,DITCHES,1 SLOPES MUST BE SEEDED,
MULCHED, AND STABILIZED WITHIN 7 WORKING DAYS. REFER TO EROSION CONTROL REGULATIONS FOR ADDITIONAL REQUIREMENTS.
12. ADDITIONAL MEASURES TO CONTROL EROSIONAND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE OF NCDEQ.
SLOPES13. ■ ■ NO .•ES GREATER THAN 10'REQUIRE ADEQUATE
LANDFILL14. ON-SITE BURIAL PITS ARE NOT ALLOWED, UNLESS WRITTEN APPROVAL IS RECEIVED FROM THE OWNER AND AN ON-SITE DEMOLITION
■ FROM THE ZONING■ •-
15. PAINT OR LIQUID WASTES SHALL NOT■ OR DISPOSED • OR STORM DRAINS.
16. DEDICATED •• DEMOLITION, 1 OTHER WASTES MUST BE LOCATED 50'FROM •' DRAINS AND STREAMS
UNLESS O REASONABLE
STOCKPILES17. EARTH EN -MATERIAL • ' ■ 50'FROM •- DRAINS AND STREAMS UNLESS NO REASONABLE
18. CONCRETE MATERIALS MUST BE CONTROLLED TO AVOID CONTACT WITH SURFACE WATERS, WETLANDS, OR BUFFERS.
19. SLOPES STEEPER THAN 3:1 SHALL BE PERMANENTLY SEEDED ACCORDING TO GROUND STABILIZATION TABLE, THIS SHEET.
1 EROSION AND SEDIMENTATION CONTROL■ TO ENSURE THAT THEY ARE OPERATING CORRECTLY.
• ••■ r FOR EACH INSPECTIONAND FOR EACH MEASURE. AT A MINIMUM, INSPECTION
MEASURES MUST OCCUR EVERY 7 CALENDAR DAYS AND WITHIN 24 HOURS•' 0.5 INCHES OF
HOURS.WITHIN 24 •-r OF • FOR PREVIOUS 30 DAYS SHALL REMAIN ONSITE AND AVAILABLE FOR AGENCY INSPECTORS
■ .-MAL WORKING HOURS.1 .-•ECTIVE ACTION FOR ANY DEVICE
21. INSTALL, MAINTAIN AND ADJUST E&S CONTROL MEASURES AS NEEDED DURING DEMOLITION, CLEARING AND GRUBBING, AND THROUGHOU
THE LIFE OF THE PROJECT AND UNTIL PERMANENT VEGETATION ON THE PROJECT IS ESTABLISHED.
22. ANY NECESSARY DEWATERING FROM•• -A• DONE WITHIN LIMITS OF DISTURBANCE AND THROUGH
FILTER BAG TO PREVENT SEDIMENTFROM
SOCKS23. ALL WATTLES/SILT •1 OF ••1 CHIP MATERIAL AS APPROVED BY NCDEQ, AND HAVE EROSION• -•
IIIST4LLED•
1. CONTACT TOWN OF MT. PLEASANT PLANNING DEPARTMENT AT [phone] AND NCDEQ AT [phone] TO SCHEDULE A PRE -CONSTRUCTION
MEETING PRIOR TO ANY LAND DISTURBING ACTIVITY.
2. ESTABLISH LIMITS OF DISTURBANCE AND INSTALL CONSTRUCTION ENTRANCE, PERIMETER SILT FENCES AND SILT FENCE OUTLETS, AND BOTH
TEMPORARY AND PERMANENT DIVERSION DITCHES.
3. INSTALL OTHER SEDIMENTATION CONTROL MEASURES IN THE LOCATIONS SHOWN ON THE PLANS.
4. CONTACT NCDEQ TO INSPECT EROSION CONTROL MEASURES BEFORE BEGINNING EARTH MOVING ACTIVITIES.
5. COMMENCE SITE GRADING FOR ACCESS ROAD BY STRIPPING TOP SOIL ONLY IN THE NECESSARY AREAS AND STOCKPILING AS NECESSARY
WITHIN THE LIMITS OF DISTURBANCE. BEGIN TRENCHING FOR UTILITIES AND INSTALL NEW ACCESS ROAD, INVERTER PADS, SOLAR PANELS AND
ALL OTHER ITEMS PER APPROVED PLANS.
6. REMOVE SEDIMENT DEPOSITS FROM SILT FENCE AND SILT FENCE OUTLETS AS NECESSARY. REPAIR ALL AREAS WHERE SILT FENCE OR OUTLETS
HAVE BEEN COMPROMISED.
7. DISTURBED AREAS OF THE SITE SHALL BE TEMPORARILY SEEDED AND WATERED ACCORDING TO GROUND STABILIZATION TABLE ON SHEET C-7.0.
8. AFTER GRADING, AND PANELS ARE INSTALLED, REMOVE TEMPORARY PARKING AND INSTALL PERMANENT SEEDING TO ALL EXPOSED AREAS
EXCEPT FOR ROADS.
9. MAINTAIN SOIL EROSION CONTROL MEASURES UNTIL PERMANENT GROUND STABILIZATION IS ESTABLISHED.
10. REQUEST FINAL APPROVAL BY NCDEQ, AND IF APPROVED, REMOVE SOIL EROSION CONTROL MEASURES.
LIMITS OF DISTURBANCE
1,395,198 SF = 32.03 AC
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11,720
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NOTE: SEE SHEETS C-7.0 & C-8.0 FOR EROSION CONTROL DETAILS
GRAPHIC SCALE
80 0 40 80 160
( IN FEET )
1 inch = 80 ft.
PRELIMINARY - DO NOT USE FOR CONSTRUCTION
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FIELD SURVEY DATE:
D. WHITTINGTON
03/18/2016
CHECKED BY:
DRAWING DATE:
J. WESTMORELAND
06/08/2016
DRAWN BY:
JOB #:
L. SMITH
SC16.012.00
SHEET
C-
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DocuSign Envelope ID: 80AD572F-A6EB-4112-9AD7-BB562E88EEBB
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R/W RIGHT-OF-WAY LINE
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UTILITY EASEMENT
140- EXISTING MAJOR CONTOUR
- - - - - -139- - - - - - EXISTING MINOR CONTOUR
140 PROPOSED MAJOR CONTOUR
13ij PROPOSED MINOR CONTOUR
LD - LD - PROPOSED LIMITS OF DISTURBANCE
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John A. Foil and wife, Virginia Lee Foil
DEED BOOK 226, PAGE 123
PIN 5670652566-
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DEED BOOK 22• PAGE 123
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DEED BOOK 509 PAGE 126
PIN 5670734018
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DITCH CALCULATION TABLE
Ditch Name
Channel Slope (ft/ft)
Side Slopes (ft/ft (H:V))
Discharge (ft3/s)
Velocity (ft/s)
Flow Type
Shear Stress (Ib/ft2)
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5.49
2
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3.36
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1.00
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3.52
2.28
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4.49
2
9.51
5.13
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2.69
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4.60
2
11.76
5.46
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GENERAL GRADING NOTES
1. REFER TO THE SITE PLAN FOR RELATED NOTES.
2. BOUNDARY & TOPOGRAPHIC INFORMATION TAKEN FROM A SURVEY ENTITLED "SITE PLAN OF PROPERTY OWNED BY JOHN A. FOIL & WIFE,
VIRGINIA LEE FOIL PREPARED FOR: NARENCO, SITUATED IN THE TOWNSHIP OF MT. PLEASANT - CABARRUS COUNTY - N.C. PREPARED BY
ENCOMPASS SERVICES PLLC, DATED MARCH 14, 2016.
3. THE CONTRACTOR SHALL NOTE THAT THE PLANS ARE SCHEMATIC IN NATURE AND DO NOT SHOW EVERY OFFSET, TRANSITION, GRADE
CHANGE, ETC. THAT MAY BE REQUIRED FOR A COMPLETE AND WORKING SYSTEM.
4. CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES BEFORE BEGINNING CONSTRUCTION.
5. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING GRADE, WITH NO SHARP OR ABRUPT
CHANGES.
6. ALL FILL TO BE COMPACTED TO 95% DRY DENSITY (STANDARD PROCTOR) UNDER PAVEMENT AND BUILDING PAD.
7. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE SO THAT RUNOFF WILL FLOW BY GRAVITY AWAY FROM STRUCTURES AND ACROSS NEW
PAVEMENT AND/OR LANDSCAPE AREAS TO NEW OR EXISTING STORM DRAIN INLETS, SWALES, DITCHES OR OVERLAND SHEET FLOW.
8. TURF SHALL BE ESTABLISHED IN ALL DISTURBED AREAS AND AREAS LEFT UNPAVED AND WITHOUT GRAVEL IN ACCORDANCE WITH THE
SPECIFICATIONS AND LANDSCAPE PLANS.
GRAPHIC SCALE
80 0 40 80 160
( IN FEET )
I inch = 80 ft.
PRELIMINARY - DO NOT USE FOR CONSTRUCTION
NARENCO
National Renewable Energy Corporation
�e 3 WORKING DAYS
BEFORE YOU DIG
FOR THE LOCATION OF
UNDERGROUND FACILITIES
Know what's below.
Call before you dig.
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN
N AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN
NDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE.
THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL
EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO
BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY
LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
NOTICE:
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF THE
CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER SHALL BE
EXPECTED TO ASSUME ANY RESPONSIBILITY FOR SAFETY OF THE
WORK, OF PERSONS ENGAGED IN THE WORK, OF ANY NEARBY
STRUCTURES, OR OF ANY OTHER PERSONS.
SEPI
E N G I N E E R I N G &
C 0 N S T R U C T 1 0 N
1025 WADE AVENUE
RALEIGH, NORTH CAROLINA
919.789.9977
11020 DAVID TAYLOR DR., SUITE 115
CHARLOTTE, NORTH CAROLINA
704.714.4880
5030 NEW CENTRE DR., SUITE B
WILMINGTON, NORTH CAROLINA
910.523.5715
sepiengineering.com
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TYPED' BUFFERYARD - NOTES
1. CONTRACTOR TO PROVIDE LAYOUT THAT WILL MEET THE TOWN OF MT. PLEASANT REQUIREMENTS
FOR LANDSCAPE SCREENING.
2. FOR THIS DEVELOPMENT, THE 50' WIDE BUFFERYARD OPTION WILL BE UTILIZED WITH PLANT
MATERIAL INSTALLED WITHIN A 25' WIDE STRIP AT A DENSITY TO ACHIEVE 0.9 POINTS PER LINEAR
FOOT BASED ON THE TOWN'S ASSIGNMENT OF POINT VALUES TO LANDSCAPE PLANTINGS (SHADE
TREE = 12 POINTS, ORNAMENTAL TREE = 6 POINTS, LG. EVERGREEN SHURB = 3 POINTS) IN ADDITION
TO A WOODEN PRIVACY FENCE. ALL SOLAR MODULES SHALL HAVE AN ANTI -REFLECTIVE COATING
TO PREVENT GLARE ONTO NEIGHBORING PROPERTIES.
,b X1°94
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A
TYPE'D'BUFFERYARD
LANDSCAPE PLANTINGS
0 — PROPOSED WOODEN
O /''jy SECURITY FENCE (SEE
o ''R
0
ZONING MAX EQUIPMENT HEIGHT REQUIREMENT:
LANDSCAPE BUFFERYARD - CONCEPT SECTION
NTS
1. ALL TECHNICAL SPECIFICATIONS AND GENERAL CONDITIONS APPLY. ALL GENERAL NOTES AND GENERAL CONSTRUCTION NOTES APPLY.
2. THE CONTRACTOR IS RESPONSIBLE FOR ALL QUANTITY TAKE -OFFS AND VERIFICATION OF MATERIALS AS SHOWN ON THESE PLANS AND IN WRITTEN
SPECIFICATIONS. THE CONTRACTOR SHALL NOTIFY THE OWNER AND THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES PRIOR TO FINAL BIDDING OR
INSTALLATION.
3. THE CONTRACTOR SHALL VERIFY LOCATIONS OF EXISTING AND PROPOSED UNDERGROUND UTILITIES PRIOR TO THE INSTALLATION OF ANY PLANT
MATERIAL.
4. ALL LANDSCAPE MATERIALS SHALL CONFORM TO THE ACCEPTED STANDARDS ESTABLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN.
5. PRIOR TO THE END OF EACH WORKING DAY, THE CONTRACTOR SHALL PROPERLY BACKFILL ALL PLANT MATERIAL THAT HAS BEEN PLACED IN PREPARED
HOLES; AND PROPERLY WATER AND MULCH ALL PREPARED GROUNDCOVER, PERENNIAL AND ANNUAL BEDS
6. ALL TREES AND SHRUBS SHALL BE SOAKED WITH WATER AND MULCHED IMMEDIATELY FOLLOWING INSTALLATION.
7. LANDSCAPE ARCHITECT OR OWNER SHALL APPROVE ANY ON-SITE PLANT STORAGE AREA.
8. ALL ROOT BALLS REMOVED FROM CONTAINERS SHALL BE SCARIFIED BY HAND PRIOR TO PLACEMENT AND BACK FILLING WITH PREPARED SOILS. HAND
TOOLS ARE NOT TO BE USED TO SCARIFY ROOT BALLS.
9. ALL ROPE AND WRAPPING TWINE SHALL BE CUT AND REMOVED FROM AROUND THE UPPER PARTS OF THE ROOT BALL. METAL BASKET WIRES AND BURLAP
SHALL BE PULLED BACK AND TUCKED UNDER THE EDGES OF THE SAUCER RINGS ON ALL TREES AND LARGE SHRUBS. ALL SYNTHETIC BURLAP SHALL BE
REMOVED FROM PLANT BALLS PRIOR TO BACKFILLING.
10. ALL PLANTING AREAS SHALL BE EDGED WITH SMOOTH, CONTINUOUS CURVES. PINE STRAW MULCH, IF SPECIFIED, SHALL BE ROLLED AND TUCKED ALONG
PLANT BED EDGE.
11. ALL PLANT MATERIAL SHALL BE PLANTED AT HEIGHTS AS ILLUSTRATED IN THE PLANTING DETAILS & PLANT LIST.
12. TREE STAKING AND GUYING, IF NECESSARY, SHALL BE PERFORMED WITHIN A WEEK OF PLANTING. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE
FOR REMOVING ALL TREE STAKING MATERIAL AFTER THE FIRST FULL GROWING SEASON OR ONE YEAR, WHICH EVER COMES FIRST.
13. B & B AS LISTED UNDER "ROOT" IN THE PLANT LIST INDICATES BALLED AND BURLAPPED.
14. ALL PLANT BEDS AND RAISED SAUCER RINGS SHALL BE GRADED TO PROVIDE ADEQUATE DRAINAGE AND SHALL BE MULCHED AS SPECIFIED.
15. ALL MATERIALS, PLANTING AND LANDSCAPE WORK SHALL CONFORM TO THE LOCAL OR COUNTY JURISDICTIONAL AUTHORITY'S STANDARD SPECIFICATIONS
AND DETAILS.
16. ALL LANDSCAPE AREAS THAT ARE NOT PLANTED AND MULCHED OR PAVED SHALL BE SEEDED WITH THE TURFGRASS SPECIES LISTED ON THE PLANTING
PLAN.
17. TREE PROTECTION FENCE SHALL BE INSTALLED, INSPECTED AND APPROVED PRIOR TO THE ISSUANCE OF ANY GRADING OR OTHER PERMITS.
18. ALL LANDSCAPING SHALL BE MAINTAINED IN PERPETUITY
19. ALL HOTBOXES, UTILITY BOXES, AND OTHER ABOVE GROUND UTILITY CABINETS NOT SHOWN ON THE PLANS SHALL BE SCREENED WITH EVERGREEN SHRUBS
1
PLANT LIST
J
i
NOTES:
* PLANT HEIGHTS LISTED ARE THE MINIMUM HEIGHTS AT INSTALLATION.
** PLANT SIZES ARE THE MINIMUM CALIPER AT INSTALLATION FOR TREES.
CONTAINER SIZE SHOWN FOR PLANTS IS TO BE USED AS A GUIDE ONLY, PLANT HEIGHTS LISTED SHALL GOVERN.
OPTIONS ARE LISTED FOR BUFFERYARD PLANTINGS TO PROVIDE FLEXIBILITY DURING INSTALLATION BASED ON PLANT
AVAILABILITY IN THE QUANTITIES NEEDED FOR THIS PROJECT.
IF MULTIPLE SPECIES OF PLANTS ARE USED, THE CONTRACTOR SHALL INSTALL LIKE GROUPS IN MASSES OF THE SAME PLANT
TYPE AND AVOID SIGNIFICANT SECTIONS OF ALTERNATING SINGLE PLANT SPECIES.
GRAPHIC SCALE
80 0 40 80 160
( IN FEET )
1 inch = 80 ft.
PRELIMINARY - DO NOT USE FOR CONSTRUCTION
NARENC01
National Renewable Energy Corporation
® 3 WORKING DAYS
BEFORE YOU DIG
FOR THE LOCATION OF
UNDERGROUND FACILITIES
Know what's below.
Call before you dig.
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN
IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN
INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE.
THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL
EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO
BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY
LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
NOTICE:
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF THE
CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER SHALL BE
EXPECTED TO ASSUME ANY RESPONSIBILITY FOR SAFETY OF THE
WORK, OF PERSONS ENGAGED IN THE WORK, OF ANY NEARBY
STRUCTURES, OR OF ANY OTHER PERSONS.
SEPI
E N G I N E E R I N G &
CON STRU CTION
1025 WADE AVENUE
RALEIGH, NORTH CAROLINA
919.789.9977
11020 DAVID TAYLOR DR., SUITE 115
CHARLOTTE, NORTH CAROLINA
704.714.4880
5030 NEW CENTRE DR., SUITE B
WILMINGTON, NORTH CAROLINA
910.523.5715
sepiengineering.com
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COPYRIGHT© 2018
SEPI ENGINEERING & CONSTRUCTION, INC
W W W
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FIELD SURVEY DATE:
03/18/2016
CHECKED BY:
DRAWING DATE:
J. WESTMORELAND
J
DRAWN BY:
KEY
QTY
BOTANICAL NAME
LL
COMMON NAME
SIZE"
HEIGHT
ROOT
0F
EVERGREEN SCREENING PLANS
-
Q
ST
± 30
SHADE TREE 1 - OPTIONS
U
LU
2
Acer rubrum
RED MAPLE
2" - 2-1/2" cal.
10'- 12'
B & B
Quercus nuttallii NUTTALL OAK 2" - 2-1/2" cal. 10'- 12'
B & B
Quercus phellos WILLOW OAK 2" - 2-1/2" cal. 10'- 12'
B & B
OT
± 60
ORNAMENTAL TREE - OPTIONS
F
U
U
Acer buergeranum
TRIDENT MAPLE
1-1/2" - 2" cal.
6' - 8'
CONT.
Cercis canadensis EASTERN REDBUD
1-112" - 2" cal. 6' - 8'
CONT.
Lagerstroemia indica CRAPE MYRTLE
1-112" - 2" cal. 6' - 8'
CONT.
LS
± 360
LARGE SHRUBS - OPTIONS
H
Z
Ilex cornuta'Needlepoint'
NEEDLEPOINT HOLLY
7 -15 gal.
36" - 42"
CONT.
Ilex cornuta'Burfordii' BURFORD HOLLY 7 -15 gal. 36" - 42"
CONT.
Myrica cerifera WAX MYRTLE 7 -15 gal. 36" - 42"
CONT.
NOTES:
* PLANT HEIGHTS LISTED ARE THE MINIMUM HEIGHTS AT INSTALLATION.
** PLANT SIZES ARE THE MINIMUM CALIPER AT INSTALLATION FOR TREES.
CONTAINER SIZE SHOWN FOR PLANTS IS TO BE USED AS A GUIDE ONLY, PLANT HEIGHTS LISTED SHALL GOVERN.
OPTIONS ARE LISTED FOR BUFFERYARD PLANTINGS TO PROVIDE FLEXIBILITY DURING INSTALLATION BASED ON PLANT
AVAILABILITY IN THE QUANTITIES NEEDED FOR THIS PROJECT.
IF MULTIPLE SPECIES OF PLANTS ARE USED, THE CONTRACTOR SHALL INSTALL LIKE GROUPS IN MASSES OF THE SAME PLANT
TYPE AND AVOID SIGNIFICANT SECTIONS OF ALTERNATING SINGLE PLANT SPECIES.
GRAPHIC SCALE
80 0 40 80 160
( IN FEET )
1 inch = 80 ft.
PRELIMINARY - DO NOT USE FOR CONSTRUCTION
NARENC01
National Renewable Energy Corporation
® 3 WORKING DAYS
BEFORE YOU DIG
FOR THE LOCATION OF
UNDERGROUND FACILITIES
Know what's below.
Call before you dig.
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN
IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN
INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE.
THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL
EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO
BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY
LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
NOTICE:
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF THE
CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER SHALL BE
EXPECTED TO ASSUME ANY RESPONSIBILITY FOR SAFETY OF THE
WORK, OF PERSONS ENGAGED IN THE WORK, OF ANY NEARBY
STRUCTURES, OR OF ANY OTHER PERSONS.
SEPI
E N G I N E E R I N G &
CON STRU CTION
1025 WADE AVENUE
RALEIGH, NORTH CAROLINA
919.789.9977
11020 DAVID TAYLOR DR., SUITE 115
CHARLOTTE, NORTH CAROLINA
704.714.4880
5030 NEW CENTRE DR., SUITE B
WILMINGTON, NORTH CAROLINA
910.523.5715
sepiengineering.com
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8/8/2018
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C-2197 =
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COPYRIGHT© 2018
SEPI ENGINEERING & CONSTRUCTION, INC
W W W
O O O
p � o
0 0 0
LU
FIELD SURVEY DATE:
03/18/2016
CHECKED BY:
DRAWING DATE:
J. WESTMORELAND
J
DRAWN BY:
JOB #:
L. SMITH
SC16.012.00
LL
N
0F
-
Q
z
U
LU
2
Z
0
0
F
U
U
z
Z
N
H
Z
W
O
N
o
a
z
LU
0
LL
LL
o
oc�
0
0
LU
w
z
LU
0
L
o
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LLQ
z
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0 -
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0
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W
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PROJECT MANAGER
D. WHITTINGTON
FIELD SURVEY DATE:
03/18/2016
CHECKED BY:
DRAWING DATE:
J. WESTMORELAND
06/08/2016
DRAWN BY:
JOB #:
L. SMITH
SC16.012.00
SHEET
C-6.0

DocuSign Envelope ID: 80AD572F-A6EB-4112-9AD7-BB562E88EEBB
C5KHINUr1t0 I U KtIVIHIIN INHI Ur,/ -\L rVKIVI Ur I Ktt, KtIVIVVt VINLY UKVJJIINU
CHES, BROKEN OR DEAD LIMBS, AND CO -DOMINANT LEADERS. STRAIGHTEN
PRIOR TO BACKFILLING.
RNATE STAKING FOR LARGER CALIPER TREES. INSTALL THREE (3) 2" X 2" X
FAKES PER TREE. SECURE WIRE AND HOSE AT LOWEST SUFFICIENTLY
NG BRANCH.
HIN BARK SPECIES ONLY, APPLY BREATHABLE FABRIC TREE WRAP (DeWITT
'ANY OR EQUAL) FROM THE TRUNK FLARE TO THE FIRST BRANCH. WRAP
THE BOTTOM UP OVERLAPPING SUFFICIENTLY TO COVER ALL BARK.
/_w Ci11:3:1:12111.11010
NIZED WIRE, TWIST TO TIGHTEN
" X 6' HARDWOOD STAKES OR APPROVED EQUAL. ALL STAKES SHALL BE
:N OUTSIDE OF THE EDGE OF THE ROOT BALL, A MIN. OF 18" INTO
RADE.
DO NOT DAMAGE OR CUT LEADER
3/4" DIA. RUBBER HOSE
GALVINIZED WIRE, TWIST TO TIGHTEN
2" X 2" X U HARDWOOD STAKES OR APPROVED EQUAL. ALL
STAKES SHALL BE DRIVEN OUTSIDE OF THE EDGE OF THE
ROOT BALL, A MIN. OF 18" INTO SUBGRADE.
-AIN TREE BASE AT OR SLIGHTLY HIGHER THAN
ING GRADE, TO ALLOW FOR SETTLEMENT MAINTAIN TREE BASE AT OR SLIGHTLY HIGHER THAN
EXISTING GRADE, TO ALLOW FOR SETTLEMENT PRUNE TO REMOVE DEAD OR BROKEN BRANCHES.
STRAW OR HARDWOOD MULCH AS SPECIFIED (3" - 4" DEPTH). DO NOT O
MULCH IN DIRECT CONTACT WITH TREE TRUNK. PINE STRAW OR HARDWOOD MULCH AS SPECIFIED (3" - MAINTAIN SOIL LEVEL AT OR SLIGHTLY HIGHER THAN
4" DEPTH). DO NOT PLACE MULCH IN DIRECT CONTACT EXISTING GRADE, TO ALLOW FOR SETTLEMENT
WITH TREE TRUNK. O
D°
CONTINUOUS 4" HIGH SAUCER C< -h PINE STRAW OR HARDWOOD MULCH AS SPECIFIED (3" - 4" DEPTH). DO NOT
FORM CONTINUOUS 4" HIGH SAUCER 0 PLACE MULCH IN DIRECT CONTACT WITH TRUNK.
w
QED GRADE EwUl�
Cd U
\ND REMOVE TOP 113 OF BURLAP FROM / /\/\ FINISHED GRADE 0 FORM CONTINUOUS 4" HIGH SAUCER
° `�
BALL, INCLUDING TWINE AND ROPE. �\ �\ /��� \O�\j/\\\\��\ w o o cv'
CUT AND REMOVE TOP 1/3 OF BURLAP FROM /\ \/\ \ FINISHED GRADE
;OOT BALLO�/i %/ %/i %/i ROOT BALL, INCLUDING TWINE AND ROPE.
NIX. SEE SPECIFICATIONS FOR DETAILS. WATER AND
TO REMOVE AIR POCKETS.
B&B ROOT BALL
.�„iTURBED SOIL. IF SOIL HAS BEEN DISTURBED, TAMP SOIL FOR FIRM BASE UNDER SOIL MIX. SEE SPECIFICATIONS FOR DETAILS. WATER
ROOT BALL. PROVIDE DRAINAGE AS NECESSARY. 2 X BALL DIA. AND TAMP TO REMOVE AIR POCKETS.
NOTES:
1. ALL TECHNICAL SPECIFICATIONS AND GENERAL CONDITIONS APPLY.
2. IF PLANT IS SHIPPED WITH A WIRE BASKET AROUND THE ROOT BALL, CUT WIRE BASKET IN SEVERAL PLACES AND FOLD DOWN A
MINIMUM OF 8” INTO PLANTING HOLE. REMOVE ALL SYNTHETIC BURLAP FROM ROOT BALL PRIOR TO BACKFILLING.
3. FOR CONTAINER GROWN TREES, SUFFICIENTLY SCARIFY ROOT BALL PRIOR TO PLANTING.
DECIDUOUS TREE PLANTING
NOT TO SCALE
UNDISTURBED SOIL. IF SOIL HAS BEEN DISTURBED, TAMP
SOIL FOR FIRM BASE UNDER ROOT BALL. PROVIDE
DRAINAGE AS NECESSARY.
K I�r n.
1. ALL TECHNICAL SPECIFICATIONS AND GENERAL CONDITIONS APPLY.
2. IF PLANT IS SHIPPED WITH A WIRE BASKET AROUND THE ROOT BALL, CUT WIRE BASKET IN SEVERAL PLACES AND FOLD DOWN A MINIMUM
OF 8" INTO PLANTING HOLE. REMOVE ALL SYNTHETIC BURLAP FROM ROOT BALL PRIOR TO BACKFILLING.
3. FOR CONTAINER GROWN TREES, SUFFICIENTLY SCARIFY ROOT BALL PRIOR TO PLANTING.
CONIFER TREE PLANTING
NOT TO SCALE
ROOT MASS - REMOVE CONTAINER AND LOOSEN ROOTS OF POTBOUND PLANTS
BY SCORING OR PULLING.
SOIL MIX. SEE SPECIFICATIONS FOR DETAILS. WATER AND TAMP TO REMOVE AIR
POCKETS.
UNDISTURBED SOIL. IF SOIL HAS BEEN DISTURBED, TAMP SOIL FOR FIRM BASE
UNDER ROOT BALL. PROVIDE DRAINAGE AS NECESSARY.
NOTES:
1. ALL TECHNICAL SPECIFICATIONS AND GENERAL CONDITIONS APPLY.
2. REMOVE ALL TAGS, TWINE OR OTHER NON -BIODEGRADABLE MATERIALS ATTACHED TO PLANT OR ROOT MASS.
SHRUB PLANTING
NOT TO SCALE
PRELIMINARY - DO NOT USE FOR CONSTRUCTION
NARENC01
National Renewable Energy Corporation
• 0 3 WORKING DAYS
BEFORE YOU DIG
FOR THE LOCATION OF
UNDERGROUND FACILITIES
Know what's below.
Call before you dig.
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN
IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN
INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE.
THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL
EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO
BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY
LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
NOTICE:
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF THE
CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER SHALL BE
EXPECTED TO ASSUME ANY RESPONSIBILITY FOR SAFETY OF THE
WORK, OF PERSONS ENGAGED IN THE WORK, OF ANY NEARBY
STRUCTURES, OR OF ANY OTHER PERSONS.
SEPI
E N G I N E E R I N G &
C O N S T R U C T I O N
1025 WADE AVENUE
RALEIGH, NORTH CAROLINA
919.789.9977
11020 DAVID TAYLOR DR., SUITE 115
CHARLOTTE, NORTH CAROLINA
704.714.4880
5030 NEW CENTRE DR., SUITE B
WILMINGTON, NORTH CAROLINA
910.523.5715
sepiengineering.com
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PROJECT MANAGER
D. WHITTINGTON
FIELD SURVEY DATE:
03/18/2016
CHECKED BY:
DRAWING DATE:
J. WESTMORELAND
06/08/2016
DRAWN BY:
JOB #:
L. SMITH
I SC16.012.00
SHEET
C-6.1

DocuSign Envelope ID: 80AD572F-A6EB-4112-9AD7-BB562E88EEBB
- ----
EX.GRADE
USE HOT DIPPED GALVANIZED RING SHANK NAILS TO
1.5" TYPE S -9.5A SURFACE COURSE
O
2.5" TYPE 1-19.06 BINDER COURSE
O
8" AGGREGATE BASE COURSE
®
COMPACTED SUBGRADE
NOTES:
1. CONSULT GEOTECHNICAL ENGINEER FOR PROOFROLLING, COMPACTION & TESTING
REQUIREMENTS.
2. THE CONTRACTOR MAY CHOOSE TO INSTALL INTERMEDIATE COURSES OF PAVEMENT TO
STABILIZE THE SITE DURING CONSTRUCTION AT NO ADDITIONAL COST. THE
CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE ADEQUATE THICKNESS
REQUIRED FOR INTERMEDIATE PAVING. INCREASES IN THE DESIGN PAVEMENT SECTION
TO FACILITATE INTERMEDIATE PAVING SHALL BE PROVIDED AT NO ADDITIONAL COST.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGES TO
SUB -GRADE, INSTALLED BASE COURSE AND/OR INTERMEDIATE PAVING PRIOR TO
PLACING SUBSEQUENT PAVEMENT LIFTS AT NO ADDITIONAL COST.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING PAVEMENT DURING ALL
PHASES OF WORK. THE FINAL SURFACE OF PAVEMENT SHALL BE FREE OF ALL DEFECTS
OR DAMAGE. ALL WORK WITHIN THE RIGHT-OF-WAY SHALL BE DONE TO NCDOT'S
STANDARDS AND SPECIFICATIONS.
TYPICAL HEAVY DUTY ASPHALT PAVEMENT SECTION
NOT TO SCALE
-_---- EX. GRADE
6" AGGREGATE BASE COURSE (2-4" LIFTS MAX)
n\n\n\ 2\ COMPACTED SUBGRADE
NOTE:
1. CLEAR TOP SOIL AND CUT IN ACCESS ROAD, ENSURE POSITIVE
DRAINAGE FROM ROAD SURFACE
2. COORIDINATE WITH GEOTECHNICAL ENGINEER FOR ANY SITE
SPECIFIC RECOMMENDATIONS.
3. CONSULT GEOTECHNICAL ENGINEER FOR SUBGRADE AND
COMPACTION RECOMMENDATIONS.
TYPICAL GRAVEL ACCESS ROAD SECTION
NOT TO SCALE
TEMPORARY SEEDING SCHEDULE
Table 6.10a: Temporary Seeding
Recommendations for Spring and Summer
SEEDING MIXTURE
Species Rate (Ib/acre)
Rye (grain) 120
Annual lespedeza (Kobe in
Piedmont and Coastal Plain,
Korean in Mountains) 50
Omit annual lespedeza when duration of temporary cover is not to extend beyond June.
SEEDING DATES
Coastal plain - Dec. 1 - Apr. 15
SOIL AMENDMENTS
Follow recommendations of soil tests or apply 2,000 Ib/acre ground agricultural limestone and 750 Ib/acre 10-10-10
fertilizer.
MULCH
Apply 4,000 Ib/acre straw. Anchor straw by tacking with asphalt, netting, or a mulch anchoring tool. A disk with blades
set nearly straight can be used as a mulch anchoring tool.
MAINTENANCE
Refertilize if growth is not fully adequate. Reseed, refertilize and mulch immediately following erosion or other damage.
Table 6.10b: Temporary Seeding
Recommendations for Summer
SEEDING MIXTURE
Species Rate (Ib/acre)
German millet 40
In the piedmont and mountains, a small -stemmed sudangrass may be substituted at a rate of 50 Ib/acre.
SEEDING DATES
Coastal plain - Apr. 15 - Aug. 15
SOIL AMENDMENTS
Follow recommendations of soil tests or apply 2,000 Ib/acre ground agricultural limestone and 750 Ib/acre 10-10-10
fertilizer.
MULCH
Apply 4,000 Ib/acre straw. Anchor straw by tacking with asphalt, netting, or a mulch anchoring tool. A disk with blades
set nearly straight can be used as a mulch anchoring tool.
MAINTENANCE
Refertilize if growth is not fully adequate. Reseed, refertilize and mulch immediately following erosion or other damage.
PERMANENT SEEDING SCHEDULE
ARBED WIRE
UPPORTARM- x x xxxxxxx x x
x x x x x x x x x x x
xxxxxxxxxxx
8' 1'
PRESSURE J
REATED2X4
PRESSURES 4, 6'
REATED1X4
PRESSURE/
REATED 4X4
-III-III I-III-III-III-III-III-III-III-III-IIITFF 1 U;`
III III
2 III - -III III ':'III
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-111-1 I :' 11-1 I 1 -I 111-
111,,,111,,,111,,,11 .,111 „II
CONCRETE FOOTINGS
2,800 PSI @ 28 DAYS
UNDISTURBED OR COMPACTED SOIL
NOTES
GATE FRAME 2' MIN
2"O -D. UT AND
FULLY
PIPE COMPACTED 2' MIN RIP RAP APRON
GATE POST MITER CUT AND FULLY WELD
3" O.D. GALVANIZED PIPE GA.WIREALL CORNERS, REINFORCE AS
SCHEDULE 4D. [-2")12")112
FABRIC-KNUCKLED NECESSARY TO PROVIDE
BOTTOM, TWISTED TOP SOLID GATE FRAME - \ = \ =
A A
_ pf}CT Cpp 1g•.U'• STEEP CUT OR FILL SLOPE
}
USE HOT DIPPED GALVANIZED RING SHANK NAILS TO
ELEVATION
114`x -W
STRETCHER BAR
DEPTH
C
FASTEN 1X4 VERTICALS TO HORIZONTAL RAILS.
2.
PROVIDE 0.25" MAX. GAP BETWEEN 0.25" VERTICALS
3.
PROVIDE 2" GAP BETWEEN BOTTOM OF 1X4 AND FINISH
WITH 318"
r
3 STRANDS OF BARBED
WIRE ON INSIDE OF 4.
ALL MATERIALS TO BE PRESSURE- TREATED TO
FENCE BRACKET
GROUND CONTACT QUALITY.
POST(TYP.)
ER ROD
45" TYP'
`6' WOODEN PRIVACY
WATER (HOW)
FENCE
NONE
CAPABILITY
ffFOO;RK(LATCH
--3000 PSI
¢O
CONC. FOOTING
CUT, GRIND, AND WELDNG
AA
• SLOPES STEEPER
GREATER.
IN LENGTH AND ARE NOT
THAN 3:1
1 318" O.D.X 16,
STEEPER THAN 2:1,14 DAYS
0 0 0 - 0 0 0 000 000000
00 o O 00000.....000 00 00 000
Q
ARE ALLOWED
• SLOPES 3:1 OR
CORNER BRACE (TYP,)
7 -DAYS FOR SLOPES
FLATTER
14 DAYS
GREATER THAN 50 FEET IN
WIRE
O
LENGTH
• ALL OTHER AREAS
6r-7
NONE
WITH SLOPES
14 DAYS
(EXCEPT FOR PERIMETERS
POST BAND
AND HOW ZONES)
* "EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITY
1 518' O.Q- CENTER
COMPLIANCE IMPRACTICABLE." (SECTION 11.13(2)(b))
C 1A" O.C.
TOP RAIL BARBED
• DEDICATED AREAS FOR DEMOLITION, CONSTRUCTION, AND OTHER
WASTES MUST BE LOCATED 50' FROM STORM DRAINS AND STREAMS
RAIL WELDED TO
• EARTHEN -MATERIAL STOCKPILES MUST BE LOCATED 50' FROM STORM
DRAINS AND STREAMS UNLESS NO REASONABLE ALTERNATIVES AVAILABLE.
WIRE SUPPORT ARM
SURFACE WATERS, WETLANDS, OR BUFFERS
3) DISCHARGES TO FEDERALLY -LISTED WATERS
OUTER FRAME
• THE PERMIT ALLOWS REDUCTION FROM THE 20 ACRE MINIMUM IF THE
DIRECTOR OF DWQ DETERMINES THAT OTHER BMP'S PROVIDE
NOTE: 1. DETAILS ARE TO CLARIFY REQUIREMENTS BUT ARE
NOT INTENDED TO LIMIT OTHER FENCE SECTIONS
AND METHODS OF INSTALLATIONS SPECIFIED.
2. BARBED WIRE SUPPORTING ARMS ARE TO POINT
OUTWARD, UNLESS OTHERWISE NOTED.
1.
USE HOT DIPPED GALVANIZED RING SHANK NAILS TO
ELEVATION
DEPTH
B
DEPTH
C
FASTEN 1X4 VERTICALS TO HORIZONTAL RAILS.
2.
PROVIDE 0.25" MAX. GAP BETWEEN 0.25" VERTICALS
3.
PROVIDE 2" GAP BETWEEN BOTTOM OF 1X4 AND FINISH
g' -p"
GRADE.
3 STRANDS OF BARBED
WIRE ON INSIDE OF 4.
ALL MATERIALS TO BE PRESSURE- TREATED TO
FENCE BRACKET
GROUND CONTACT QUALITY.
POST(TYP.)
rte- LINE POSTS @ 8' O.C. {MAX.I
25' OR FULL WIDTH
`6' WOODEN PRIVACY
WATER (HOW)
FENCE
NONE
ZONES
--3000 PSI
¢O
CONC. FOOTING
WHICHEVER IS
AA
Table 6.111: Seeding No. 2P for:
Gental Slopes, Average Soil; Low Maintenance
SEEDING MIXTURE
Species 1* Rate (Ib/acre)
Tall Fescue 80
Sericea Lespedeza 20
Kobe Lespedeza 10
SEEDING NOTES
1. After Aug. 1, use unscarified seed for sericea seed.
2. Where periodic mowing is planned or a neat appearance is desired, omit sericea and increase Kobe lespedeza to 40 Ib/acre.
3. To extend spring seeding dates into June, and 15 Ib/acre hulled Bermudagrass. However, after mid -Apr. It is preferable to seed
temporary cover.
NURSE PLANTS
Between May 1 and Aug. 15 add 10 Ib/acre German millet of 15 Ib/acre Sudangrass. Prior to May 1 or After Aug. 15, add 40 Ib/acre
rye (grain).
SEEDING DATES
BEST Possible
Fall: Aug. 25 -Sept. 15 Aug. 20 -Oct. 25
Late Winter Feb. 15- Mar. 21 Feb. 1 -Apr. 15
Fall is best for tall fescue and late winter for lespedezas. Overseeding of Kobe lespedeza over fall -seeded tall fescue is very effective.
SOIL AMENDMENTS
Apply lime and fertilizer according to soil tests or apply 4,000 Ib/acre ground agricultural limestone and 1,000 Ib/acre 10-10-10
fertilizer.
MULCH
Apply 4,000-5,000 Ib/acre grain straw or equivalent cover of another suitable mulchingl. Anchor mulch by tacking with asphalt,
netting or roving or by crimpimg with a mulch anchoring tool. A disk with blades set nearly straight can be used as a mulch
anchoring tool.
MAINTENANCE
Refertilization in the second year unless growth is fully adequate. May be mowed once or twice a year, but mowing is not
necessary. Reseed, fertilize, and much damaged areas immediately.
*1 Refer to Appendix 8.02 for botanical names.
g•�
SECTION
POST FOOTING SCHEDULE
NOTES:
1. ALL WIRE FABRIC AND FENCE HARDWARE SHALL BE GALVANIZED.
2. GATES SHALL BE COMPLETE WITH BALL AND SOCKET HINGES OR APPROVED EQUAL.
3. HEIGHT OF FENCE SHALL BE 6 FEET TOPPED WITH THREE STRANDS OF BARBED WIRE
FOR A TOTAL OF 7 FEET, UNLESS OTHERWISE APPROVED BY TOWN OF MT. PLEASANT.
4. GATE SHOULD BE CHAIN LINK.
5. OWNER TO PROVIDE LOCK AND COORDINATE ANY ENTRY REQUIREMENTS WITH
LOCAL FIRE AND POLICE DEPARTMENTS.
6. TERMINAL POST SHALL BE INSTALLED AT EVERY TRANSITION AND AT A 300' MINIMUM.
SECURITY FENCING
NOT TO SCALE
FENCE
HEIGHT
POST
TYPE
DIAM
A
DEPTH
B
DEPTH
C
8'-0"
TERMINAL
12"
38"
36"
g' -p"
GATE
16"
42"
40"
1) GROUND STABILIZATION
SITE AREA
STABILIZATION
STABILIZATION TIME
DESCRIPTION
TIME FRAME
FRAME EXCEPTIONS
• PERIMETER DIKES,
FENCE IS TO BE PROPERLY
SILT
SWALES, DITCHES,
7 DAYS
NONE
AND SLOPES
COPYRIGHT© 2018
• HIGH QUALITY
25' OR FULL WIDTH
z Q
WATER (HOW)
7 DAYS
NONE
ZONES
OR ENTRANCE,
¢O
0000
WHICHEVER IS
IF SLOPES ARE 10' OR LESS
• SLOPES STEEPER
GREATER.
IN LENGTH AND ARE NOT
THAN 3:1
7 DAYS
STEEPER THAN 2:1,14 DAYS
0 0 0 - 0 0 0 000 000000
00 o O 00000.....000 00 00 000
Q
ARE ALLOWED
• SLOPES 3:1 OR
O
7 -DAYS FOR SLOPES
FLATTER
14 DAYS
GREATER THAN 50 FEET IN
WIRE
FROM
LENGTH
• ALL OTHER AREAS
NONE
WITH SLOPES
14 DAYS
(EXCEPT FOR PERIMETERS
FLATTER THAN 4:1
AND HOW ZONES)
* "EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITY
BASED ON WEATHER OR OTHER SITE-SPECIFIC CONDITIONS THAT MAKE
COMPLIANCE IMPRACTICABLE." (SECTION 11.13(2)(b))
2) BUILDING WASTES HANDLING
• NO PAINT OR LIQUID WASTES IN STREAM OR STORM DRAINS
• DEDICATED AREAS FOR DEMOLITION, CONSTRUCTION, AND OTHER
WASTES MUST BE LOCATED 50' FROM STORM DRAINS AND STREAMS
UNLESS NO REASONABLE ALTERNATIVES AVAILABLE.
• EARTHEN -MATERIAL STOCKPILES MUST BE LOCATED 50' FROM STORM
DRAINS AND STREAMS UNLESS NO REASONABLE ALTERNATIVES AVAILABLE.
• CONCRETE MATERIALS MUST BE CONTROLLED TO AVOID CONTACT WITH
SURFACE WATERS, WETLANDS, OR BUFFERS
3) DISCHARGES TO FEDERALLY -LISTED WATERS
• REQUIREMENTS ARE THE SAME AS IN PREVIOUS PERMIT.
• THE PERMIT ALLOWS REDUCTION FROM THE 20 ACRE MINIMUM IF THE
DIRECTOR OF DWQ DETERMINES THAT OTHER BMP'S PROVIDE
EQUIVALENT PROTECTION.
CHAIN LINK FENCE
[3) HINGES i 9 GA. TIE WIRE
PER GATE
PLUNGER ROD CATCH
CONCRETE FOOTING
3000 PSI COMPACTED
SUBGRADE
NOTES:
1. ALL WIRE FABRIC AND FENCE HARDWARE SHALL BE GALVANIZED.
2. GATES SHALL BE COMPLETE WITH BALL AND SOCKET HINGES OR APPROVED EQUAL.
3. SEE SECURITY FENCING DETAIL, THIS SHEET, FOR POST FOOTING SCHEDULE.
4. HEIGHT OF FENCE SHALL BE 6 FEET TOPPED WITH THREE STRANDS OF BARBED WIRE
FOR A TOTAL OF 7 FEET, UNLESS OTHERWISE APPROVED BY TOWN OF MT. PLEASANT.
5. GATE SHOULD BE CHAIN LINK.
6. OWNER TO PROVIDE LOCK AND COORDINATE ANY ENTRY REQUIREMENTS WITH
LOCAL FIRE AND POLICE DEPARTMENTS.
FENCE GATE
NOT TO SCALE
EXISTING ROADWAY -\
0
6"MIN. 8 °0000
00
III -
STABILIZE DIVERSION DITCH
WITH TEMPORARY SEEDING
CROSS SECTION AND EROSION CONTROL
NETTING
UPSLOPE TOES
POSITIVE GRADE 1.0% MAX.
2' MIN.
SIDE SLOPES
2:1(MAX.)
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \
\ \\\ \\\\ \\\ \\ \ \\\ \\\ \\\ \\\
STEEP CUT OR FILL SLOPE
MAINTENANCE NOTES:
PLAN VIEW INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER
EVERY RAINFALL. IMMEDIATELY REMOVE SEDIMENT FROM THE
FLOW AREA AND REPAIR THE DIVERSION RIDGE. CAREFULLY
CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED. WHEN
THE AREA PROTECTED IS PERMANENTLY STABILIZED REMOVE
THE RIDGE AND THE CHANNEL TO BLEND WITH THE NATURAL
GROUND LEVEL AND APPROPRIATELY STABILIZE IT.
DIVERSION DITCH/BERM
NOT TO SCALE
MAINTENANCE NOTES:
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT
MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION
SITE. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH
2-3 INCH STONE. AFTER EACH RAINFALL INSPECT ANY
STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT
AS NECESSARY. IMMEDIATELY REMOVE ALL
OBJECTIONABLE MATERIALS SPILLED WASHED OR
TRACKED ONTO PUBLIC HIGHWAYS.
- 85' MIN. 15' MIN.
o�o0 000000 0O0
0
0
0 0
0 00
0 0
00000000 0 00000000 0 00000000 0 00 I 12"MIN.
00 0 000 000000000§00000000000000 00001111/
- FILTRATION GEOTEXTILE UNDER STONE
CROSS SECTION
4) INSPECTIONS
• SAME WEEKLY INSPECTION REQUIREMENTS
• SAME RAIN GAUGE & INSPECTIONS AFTER 0.5" RAIN EVENT
• INSPECTIONS ARE ONLY REQUIRED DURING "NORMAL BUSINESS HOURS"
• INSPECTION REPORTS MUST BE AVAILABLE ON-SITE DURING BUSINESS HOURS
UNLESS A SITE-SPECIFIC EXEMPTION IS APPROVED.
• RECORDS MUST BE KEPT FOR 3 YEARS AND AVAILABLE ON REQUEST.
• ELECTRONICALLY -AVAILABLE RECORDS MAY BE SUBSTITUTED UNDER CERTAIN
CONDITIONS.
5) IMPLEMENTATION OF NEW PERMIT CONDITIONS
• PROJECTS PERMITTED UNDER THE PREVIOUS PERMIT CAN CONTINUE TO
FOLLOW THE PREVIOUSLY -PERMITTED CONDITIONS.
• COMPLETE APPLICATIONS RECEIVED PRIOR TO AUGUST 3, 2011 CAN FOLLOW
CONDITIONS OF APPROVED APPLICATION.
• APPLICATIONS RECEIVED AFTER AUGUST 2, 2011 MUST COMPLY WITH NEW
PERMIT CONDITIONS.
6) CONDITIONS IN EROSION & SEDIMENTATION CONTROL PLANS
DESIGNATION ON THE PLANS WHERE THE 7 AND 14 -DAY GROUND STABILIZATION
REQUIREMENTS OF THE NPDES PERMIT APPLY
DESIGNATION ON THE PLANS WHERE BASINS THAT COMPLY WITH THE
SURFACE -WITHDRAWAL REQUIREMENTS OF THE NPDES PERMIT ARE LOCATED.
7) SEDIMENT BASINS
• OUTLET STRUCTURES MUST WITHDRAW FROM BASIN SURFACE UNLESS
DRAINAGE AREA IS LESS THAN 1 ACRE.
• USE ONLY DWQ-APPROVED FLOCCULANTS.
CONSTRUCTION ENTRANCE
NOT TO SCALE
NOTES:
1. PUT SILT FENCE OR TREE PROTECTION FENCE UP
TO ENSURE CONSTRUCTION ENTRANCE IS USED.
2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT
THE MUD IS NOT REMOVED BY THE VEHICLE TRAVELING
OVER THE STONE, THEN THE TIRES OF THE
VEHICLE MUST BE WASHED BEFORE ENTERING THE
PUBLIC ROAD.
3. IF A PROJECT CONTINUES TO PULL MUD AND DEBRIS
ON TO THE PUBLIC ROAD, THE GOVERNING AUTHORITY
WILL CLEAN THE AREA AND INVOICE THE FINANCIALLY
RESPONSIBLE PERSON AS INDICATED ON THE FINANCIAL
RESPONSIBILITY FORM.
\\O \
CLASS 1 RIP RAP /
(SEE SECTION THRU BASIN BELOW)
\�
INVERT CLASS 1 RIP RAP HEADWALL
\ \\
\ 00000 FLOW PIPE
V �° °oho
° opo
- / SFDI l I I I \\,
#5 WASHED STONE. 1' THICK X THIGH MIN.
HENT STORAGE AREA
F� \ NOTE:
/ \\ GRAVEL & RIP -RAP FILTER BERM BASIN DETAIL IS
DESIGNED TO PROTECT EXISTING PIPE INVERTS
PERSPECTIVE VIEW THAT DRAIN 5 ACRES OR LESS. IF EXCAVATED
NO SCALE STORAGE AREA IS USED AS SEDIMENT TRAP,
THE DESIGN CRITERIA FOR SEDIMENT TRAP
MUST BE SATISFIED.
SEDIMENT STORAGE PIPE INVERT. MAX DIA PIPE IS 36"
AREAS TO BE DISTURBED FLOOD STORAGE ZONE RIP RAP HEADWALL
(CUT, FILL, ETC.)r7=11
_ III=TURAL
GROUND
'P-4 MINIMUM 1.5' 0�,0�00 O� 3-
FLOW
-,, Olt
FILTER FABRIC
11111- 1111= II CLASS 1 RIP -RAP
DIMENSIONS ARE MAX. SEDIMENT DEPTH (CLEAN OUT POINT)
MINIMUM ACCEPTABLE BOTTOM WIDTH 7.5 FT MIN.
UNLESS OTHERWISE #57 WASHED STONE. 12" MIN THICKNESS.
NOTED.
SECTION THRU BASIN, FILTER AND CULVERT PIPE
NO SCALE
HORSESHOE INLET PROTECTION
NOT TO SCALE
MIN. 10 GA.
LINE WIRES
EXTEND RIPRAP
TO TOP OF
nn^n^�BANK L
SECTION 'A -A'
NOTES NAREN
C O
National Renewable Energy Corporation
• ® 3 WORKING DAYS
BEFORE YOU DIG
FOR THE LOCATION OF
UNDERGROUND FACILITIES
Know what's below.
Call before you dig.
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN
IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN
1 i i INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE.
l l l THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL
EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO
III BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY
LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
NOTICE:
RIPRAP OUTLET DISSIPATOR CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF THE
CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER SHALL BE
NOT TO SCALE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR SAFETY OF THE
WORK, OF PERSONS ENGAGED IN THE WORK, OF ANY NEARBY
STRUCTURES, OR OF ANY OTHER PERSONS.
1. L = THE LENGTH OF THE RIPRAP APRON.
2. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LESS THAN 6"
(inches).
3. EXTEND THE APRON UP THE CHANNEL BANKS TO AN ELEVATION OF 6"
(inches) ABOVE THE MAXIMUM TAILWATER DEPTH OR TO THE TOP OF
THE BANK, WHICHEVER IS LESS.
4. A FILTER BLANKET OR FILTER FABRIC SHALL BE INSTALLED BETWEEN
THE RIPRAP AND SOIL FOUNDATION.
SEPI
E N G I N E E R I N G &
C O N S T R U C T I O N
1025 WADE AVENUE
RALEIGH, NORTH CAROLINA
919.789.9977
11020 DAVID TAYLOR DR., SUITE 115
CHARLOTTE, NORTH CAROLINA
704.714.4880
5030 NEW CENTRE DR., SUITE B
WILMINGTON, NORTH CAROLINA
8' MAX. 910.523.5715
VARIABLE AS DIRECTED BY THE sepiengineering.com
TM
100' MIN.
ENGINEER
BUT SUFFICIENT TO KEEP
FENCE IS PROTECTING CATCH
n/
BASIN. IN EACH CASE THE SILT
SEDIMENT ON SITE
FENCE IS TO BE PROPERLY
SILT
FENCE
0000000000000000 oo��bp o0 0o goo 0o
0
SHALL BE AT A MINIMUM OF 16"
00 � 000000000 00 0 0000 000 00
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COPYRIGHT© 2018
00 0 0 000
0 0 000
25' OR FULL WIDTH
z Q
0 0 00
o0 2" - 3" COARSE STONE TO BE USED oo
OF PROPOSED STREET
(q O
o 0 00
OR ENTRANCE,
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0000
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Lu
00000
0 0 00p0
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0
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0 0
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0 0 0 - 0 0 0 000 000000
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EXISTING ROADWAY -\
0
6"MIN. 8 °0000
00
III -
STABILIZE DIVERSION DITCH
WITH TEMPORARY SEEDING
CROSS SECTION AND EROSION CONTROL
NETTING
UPSLOPE TOES
POSITIVE GRADE 1.0% MAX.
2' MIN.
SIDE SLOPES
2:1(MAX.)
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \
\ \\\ \\\\ \\\ \\ \ \\\ \\\ \\\ \\\
STEEP CUT OR FILL SLOPE
MAINTENANCE NOTES:
PLAN VIEW INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER
EVERY RAINFALL. IMMEDIATELY REMOVE SEDIMENT FROM THE
FLOW AREA AND REPAIR THE DIVERSION RIDGE. CAREFULLY
CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED. WHEN
THE AREA PROTECTED IS PERMANENTLY STABILIZED REMOVE
THE RIDGE AND THE CHANNEL TO BLEND WITH THE NATURAL
GROUND LEVEL AND APPROPRIATELY STABILIZE IT.
DIVERSION DITCH/BERM
NOT TO SCALE
MAINTENANCE NOTES:
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT
MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION
SITE. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH
2-3 INCH STONE. AFTER EACH RAINFALL INSPECT ANY
STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT
AS NECESSARY. IMMEDIATELY REMOVE ALL
OBJECTIONABLE MATERIALS SPILLED WASHED OR
TRACKED ONTO PUBLIC HIGHWAYS.
- 85' MIN. 15' MIN.
o�o0 000000 0O0
0
0
0 0
0 00
0 0
00000000 0 00000000 0 00000000 0 00 I 12"MIN.
00 0 000 000000000§00000000000000 00001111/
- FILTRATION GEOTEXTILE UNDER STONE
CROSS SECTION
4) INSPECTIONS
• SAME WEEKLY INSPECTION REQUIREMENTS
• SAME RAIN GAUGE & INSPECTIONS AFTER 0.5" RAIN EVENT
• INSPECTIONS ARE ONLY REQUIRED DURING "NORMAL BUSINESS HOURS"
• INSPECTION REPORTS MUST BE AVAILABLE ON-SITE DURING BUSINESS HOURS
UNLESS A SITE-SPECIFIC EXEMPTION IS APPROVED.
• RECORDS MUST BE KEPT FOR 3 YEARS AND AVAILABLE ON REQUEST.
• ELECTRONICALLY -AVAILABLE RECORDS MAY BE SUBSTITUTED UNDER CERTAIN
CONDITIONS.
5) IMPLEMENTATION OF NEW PERMIT CONDITIONS
• PROJECTS PERMITTED UNDER THE PREVIOUS PERMIT CAN CONTINUE TO
FOLLOW THE PREVIOUSLY -PERMITTED CONDITIONS.
• COMPLETE APPLICATIONS RECEIVED PRIOR TO AUGUST 3, 2011 CAN FOLLOW
CONDITIONS OF APPROVED APPLICATION.
• APPLICATIONS RECEIVED AFTER AUGUST 2, 2011 MUST COMPLY WITH NEW
PERMIT CONDITIONS.
6) CONDITIONS IN EROSION & SEDIMENTATION CONTROL PLANS
DESIGNATION ON THE PLANS WHERE THE 7 AND 14 -DAY GROUND STABILIZATION
REQUIREMENTS OF THE NPDES PERMIT APPLY
DESIGNATION ON THE PLANS WHERE BASINS THAT COMPLY WITH THE
SURFACE -WITHDRAWAL REQUIREMENTS OF THE NPDES PERMIT ARE LOCATED.
7) SEDIMENT BASINS
• OUTLET STRUCTURES MUST WITHDRAW FROM BASIN SURFACE UNLESS
DRAINAGE AREA IS LESS THAN 1 ACRE.
• USE ONLY DWQ-APPROVED FLOCCULANTS.
CONSTRUCTION ENTRANCE
NOT TO SCALE
NOTES:
1. PUT SILT FENCE OR TREE PROTECTION FENCE UP
TO ENSURE CONSTRUCTION ENTRANCE IS USED.
2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT
THE MUD IS NOT REMOVED BY THE VEHICLE TRAVELING
OVER THE STONE, THEN THE TIRES OF THE
VEHICLE MUST BE WASHED BEFORE ENTERING THE
PUBLIC ROAD.
3. IF A PROJECT CONTINUES TO PULL MUD AND DEBRIS
ON TO THE PUBLIC ROAD, THE GOVERNING AUTHORITY
WILL CLEAN THE AREA AND INVOICE THE FINANCIALLY
RESPONSIBLE PERSON AS INDICATED ON THE FINANCIAL
RESPONSIBILITY FORM.
\\O \
CLASS 1 RIP RAP /
(SEE SECTION THRU BASIN BELOW)
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#5 WASHED STONE. 1' THICK X THIGH MIN.
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DESIGNED TO PROTECT EXISTING PIPE INVERTS
PERSPECTIVE VIEW THAT DRAIN 5 ACRES OR LESS. IF EXCAVATED
NO SCALE STORAGE AREA IS USED AS SEDIMENT TRAP,
THE DESIGN CRITERIA FOR SEDIMENT TRAP
MUST BE SATISFIED.
SEDIMENT STORAGE PIPE INVERT. MAX DIA PIPE IS 36"
AREAS TO BE DISTURBED FLOOD STORAGE ZONE RIP RAP HEADWALL
(CUT, FILL, ETC.)r7=11
_ III=TURAL
GROUND
'P-4 MINIMUM 1.5' 0�,0�00 O� 3-
FLOW
-,, Olt
FILTER FABRIC
11111- 1111= II CLASS 1 RIP -RAP
DIMENSIONS ARE MAX. SEDIMENT DEPTH (CLEAN OUT POINT)
MINIMUM ACCEPTABLE BOTTOM WIDTH 7.5 FT MIN.
UNLESS OTHERWISE #57 WASHED STONE. 12" MIN THICKNESS.
NOTED.
SECTION THRU BASIN, FILTER AND CULVERT PIPE
NO SCALE
HORSESHOE INLET PROTECTION
NOT TO SCALE
MIN. 10 GA.
LINE WIRES
EXTEND RIPRAP
TO TOP OF
nn^n^�BANK L
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NOTES NAREN
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National Renewable Energy Corporation
• ® 3 WORKING DAYS
BEFORE YOU DIG
FOR THE LOCATION OF
UNDERGROUND FACILITIES
Know what's below.
Call before you dig.
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN
IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN
1 i i INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE.
l l l THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL
EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO
III BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY
LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
NOTICE:
RIPRAP OUTLET DISSIPATOR CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF THE
CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER SHALL BE
NOT TO SCALE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR SAFETY OF THE
WORK, OF PERSONS ENGAGED IN THE WORK, OF ANY NEARBY
STRUCTURES, OR OF ANY OTHER PERSONS.
1. L = THE LENGTH OF THE RIPRAP APRON.
2. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LESS THAN 6"
(inches).
3. EXTEND THE APRON UP THE CHANNEL BANKS TO AN ELEVATION OF 6"
(inches) ABOVE THE MAXIMUM TAILWATER DEPTH OR TO THE TOP OF
THE BANK, WHICHEVER IS LESS.
4. A FILTER BLANKET OR FILTER FABRIC SHALL BE INSTALLED BETWEEN
THE RIPRAP AND SOIL FOUNDATION.
SEPI
E N G I N E E R I N G &
C O N S T R U C T I O N
1025 WADE AVENUE
RALEIGH, NORTH CAROLINA
919.789.9977
11020 DAVID TAYLOR DR., SUITE 115
CHARLOTTE, NORTH CAROLINA
704.714.4880
5030 NEW CENTRE DR., SUITE B
WILMINGTON, NORTH CAROLINA
8' MAX. 910.523.5715
VARIABLE AS DIRECTED BY THE sepiengineering.com
TM
\P O R4
ENGINEER
SEAL
FENCE IS PROTECTING CATCH
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BASIN. IN EACH CASE THE SILT
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END OF SILT FENCE SHOULD BE TURNED UPHILL
SEE N.C. STATE DENR PRACTICE STANDARDS & SPECIFICATIONS
SEDIMENT FENCE SET FOR CONDITIONS WHERE PRACTICE
APPLIES; PLANNING CONSIDERATIONS & DESIGN CRITERIA.
(HOWEVER FLOW SHALL NOT RUN PARRALLEL WITH THE TOE OF
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4' MIN.
SILT FENCE
\STEEL FENCE POST
SET MAX 2' APART
MIN. 18" INTO SOLID
GROUND
SILT FENCE OUTLET
NOT TO SCALE
PRELIMINARY - DO NOT USE FOR CONSTRUCTION
PROJECT MANAGER FIELD SURVEY DATE:
D. WHITTINGTON 03/18/2016
CHECKED BY: DRAWING DATE:
J. WESTMORELAND 06/08/2016
DRAWN BY: JOB #:
L. SMITH SC16.012.00
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CHECKED BY: DRAWING DATE:
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DRAWN BY: JOB #:
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PROJECT MANAGER FIELD SURVEY DATE:
D. WHITTINGTON 03/18/2016
CHECKED BY: DRAWING DATE:
J. WESTMORELAND 06/08/2016
DRAWN BY: JOB #:
L. SMITH SC16.012.00
SHEET
C-7.0

DocuSign Envelope ID: 80AD572F-A6EB-4112-9AD7-BB562E88EEBB
PLAN VIEW
INFLOW
STRUCTURE
EMERGENCY
SPILLWAY
AVERAGE _ AREA`
WIDTH W L
` AREA OF BASIN WATER SURFACE AT
TOP OF PRINCIPAL SPILLWAY ELEVATION
COIR MESH BAFFLES
DESIGN CRITERIA
SUMMARY:
PRIMARY SPILLWAY:
MAXIMUM DRAINAGE AREA:
MINIMUM VOLUME:
MINIMUM SURFACE AREA
MINIMUM UW RATIO:
MAXIMUM L/W RATIO:
MINIMUM DEPTH:
DEWATERING MECHANISM:
MINIMUM DEWATERING TIME:
BAFFLES REQUIRED:
DESIGN LIFE:
TEMPORARY SEDIMENT BASIN
TRAPEZOIDAL SPILLWAY WITH IMPERMEABLE
MEMBRANE
10 ACRES
1800 CUBIC FEET PER ACRE OF DISTURBED AREA
325 SQUARE FEET PER CFS OF Q10 PEAK FLOW
2:1
6:1
2 FEET
SKIMMER
24 HOURS
3 BAFFLES
LESS THAN 3 YEARS
NOTES:
1. CONTRACTOR MAY INSTALL SKIMMER BASIN AS SHOWN ON THIS DETAIL WITH
IMPERMEABLE MEMBRANE OR WITH PERMANENT RIPRAP AS SHOWN ON THE
STORMWATER PLAN IN THE EMERGENCY SPILLWAY DETAIL.
2. IF CONTRACTOR WISHES TO INSTALL PERMANENT RIPRAP, THE RIPRAP
SHOULD REMAIN CLEAN AND CLEAR OF DEBRIS AT ALL TIMES.
SUPPORT ROPE
TO WIRE TO
PREVENT SAGGING
SUPPORT POST,
24" INTO BOTTOM
OR SIDE
STAKE TO SUPPORT WIRE
(COIR MESH OR SIMILAR, STAPLED OR
TRENCHED INTO BOTTOM OR SIDE
CROSS-SECTION OF A PORUS BAFFLE IN A SKIMMER BASIN. NOTE THAT THERE IS
NO WEIR BECAUSE THE WATER FLOWS THROUGH THE BAFFLE MATERIAL.
TEMPORARY SKIMMER BASIN
NOT TO SCALE
ROLLED EROSION CONTROL PRODUCT SLOPE INSTALLATION
5 cm)
1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP's), INCLUDING ANY NECESSARY APPLICATION OF LIME,
FERTILIZER, AND SEED. NOTE: WHEN USING CELL -O -SEED DO NOT SEED PREPARED AREA. CELL -0 -SEED MUST BE INSTALLED WITH PAPER
SIDE DOWN.
2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE RECP's IN A6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH WITH APPROXIMATELY 12"
(30cm) OF RECP's EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE RECP's WITH A ROW OF STAPLES/STAKES
APPROXIMATELY 12" (30 CM) APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED
TO COMPACTED SOIL AND FOLD REMAINING 12" (30 CM) PORTION OF RECP's BACK OVER SEED AND COMPACTED SOIL. SECURE RECP's
OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" (30 CM) APART ACROSS THE WIDTH OF THE
RECP's.
3. ROLL THE RECP's (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. RECP's WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE TM
SOIL SURFACE. ALL RECP's MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS
AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING THE DOT SYSTEM , STAPLES/STAKES SHOULD BE PLACED THROUGH EACH OF
THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.
4. THE EDGES OF PARALLEL RECP's MUST BE STAPLED WITH APPROXIMATELY 2" - 5" (5 CM -12.5 CM) OVERLAP DEPENDING ON RECP's TYPE.
5. CONSECUTIVE RECP's SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 3" (7.5 CM)
OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30 CM) APART ACROSS ENTIRE RECP's WIDTH. NOTE: IN LOOSE
SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15 CM) MAY BE NECESSARY TO PROPERLY SECURE THE
RECP's.
EXISTING TERRAIN
ROLLED EROSION CONTROL PRODUCT DETAIL
NOT TO SCALE
DEWATERING DEVICE
15.0' TO 20.0'
STREAM BANK
SEPARATION GEOTEXTILE - 8" OF SEDIMENT CONTROL STONE
NOTES:
1. USE NO. 67 STONE FOR SEDIMENT CONTROL STONE.
2. PROVIDE STABILIZED OUTLET TO STREAMBANK.
3. WOOD PALLETS MAY BE USED IN LIEU OF STONE AND GEOTEXTILE AS DIRECTED. A SUFFICIENT NUMBER OF
PALLETS MUST BE PROVIDED TO ELEVATE THE ENTIRE DEWATERING DEVICE ABOVE NATURAL GROUND.
DEWATERING DEVICE / FILTER BAG
NOT TO SCALE
EXCELSIOR WATTLE
END VIEW
WATER ENTRY UNIT WITH TRASH
SCREEN 2.5" SKIMMER
2.1" ORIFICE OPENING INSIDE THE HORIZONTAL TUBE
WITH A CONSTANT HYDRAULIC HEAD
'IPE
POTENTIAL FOR PIPING CAN OCCUR. PROPER
DESIGN TO MINIMIZE DISCHARGE AROUND PIPE
MUST OCCUR.
4" DISCHARGE PIPE
SCHEDULE 40
EARTHEN EMBANKMENT
EMERGENCY SPILLWAY
SIDE VIEW
GENERAL NOTES:
1. PROPER DESIGN MUST BE COMPLETED TO MINIMIZE PIPING AROUND DISCHARGE PIPE.
2. PROPER ORIFICE OPENING MUST BE SELECTED TO ENSURE POND DRAINS IN CORRECT
AMOUNT OF TIME. MODIFICATIONS MAY BE REQUIRED IF FIELD CONDITIONS WARRANT A
CHANGE.
3. EMBANKMENT MUST BE COMPACTED TO DESIGN SPECIFICATIONS.
4. EMERGENCY SPILLWAY MUST BE CORRECTLY SIZED AND EROSION PROTECTION INSTALLED.
5. EROSION PROTECTION MUST BE INSTALLED ALONG THE EMBANKMENT AND AT THE DISCHARGE
END OF THE PIPE.
6. INSPECT SYSTEM REGULARLY TO ENSURE IT IS FUNCTIONING IN A CORRECT MANNER.
4" SCHEDULE 40 PVC PIPE (BARREL OR ARM)
FLEXIBLE HOSE
(6' MIN.)
NOTE:
TETHER SKIMMER TO EMBANKMENT TO ALLOW FOR REMOVAL OF SKIMMER PRIOR TO EXCAVATION FOR
PERMEABLE REACTIVE BARRIERS.
SKIMMER DISCHARGE SYSTEM WITH EMBANKMENT
NOT TO SCALE
WATTLE DETAIL
P Pv%
SKIMMER TO
BANK
NPDES PERMIT COMPLIANCE REQUIRES INSPECTIONS EVERY 7 CALENDAR DAYS BY A NPDES QUALIFIED INSPECTOR AND PERIODIC INSPECTIONS WITHIN 24 HOURS OF ANY
EMBANKMENT
INFLOW
V FREEBOARD /
STRUCTURE
COIR MESH BAFFLES 1
1 THROUGHOUT THE ON PERIOD, ALL MUD/SILT TRACKED ONTO EXISTING TOWN/STATE ROADS FROM THE SITE DUE TO CONSTRUCTION SHALL BE IMMEDIATELY
SLOPE
REMOVED BY THE CONTRACTOR.
I 0�\
111000
ill
2. MAINTAIN THE GRAVEL PAD (CONSTRUCTION ENTRANCE/EXIT) IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE
6" MIN. INVE T ELEVATION OF
DEWATERING
EMERGENCY SPILLWAY
ZONE
EMERGENC
FILTER FABRIC /
SPILLWAY
SEDIMENT
\\\\\
O
STORAGE ZONE
�DSP 0R4 /
OF THE HEIGHT OF THE SILT FENCE TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID
CROSS-SECTION VIEW
DESIGN CRITERIA
SUMMARY:
PRIMARY SPILLWAY:
MAXIMUM DRAINAGE AREA:
MINIMUM VOLUME:
MINIMUM SURFACE AREA
MINIMUM UW RATIO:
MAXIMUM L/W RATIO:
MINIMUM DEPTH:
DEWATERING MECHANISM:
MINIMUM DEWATERING TIME:
BAFFLES REQUIRED:
DESIGN LIFE:
TEMPORARY SEDIMENT BASIN
TRAPEZOIDAL SPILLWAY WITH IMPERMEABLE
MEMBRANE
10 ACRES
1800 CUBIC FEET PER ACRE OF DISTURBED AREA
325 SQUARE FEET PER CFS OF Q10 PEAK FLOW
2:1
6:1
2 FEET
SKIMMER
24 HOURS
3 BAFFLES
LESS THAN 3 YEARS
NOTES:
1. CONTRACTOR MAY INSTALL SKIMMER BASIN AS SHOWN ON THIS DETAIL WITH
IMPERMEABLE MEMBRANE OR WITH PERMANENT RIPRAP AS SHOWN ON THE
STORMWATER PLAN IN THE EMERGENCY SPILLWAY DETAIL.
2. IF CONTRACTOR WISHES TO INSTALL PERMANENT RIPRAP, THE RIPRAP
SHOULD REMAIN CLEAN AND CLEAR OF DEBRIS AT ALL TIMES.
SUPPORT ROPE
TO WIRE TO
PREVENT SAGGING
SUPPORT POST,
24" INTO BOTTOM
OR SIDE
STAKE TO SUPPORT WIRE
(COIR MESH OR SIMILAR, STAPLED OR
TRENCHED INTO BOTTOM OR SIDE
CROSS-SECTION OF A PORUS BAFFLE IN A SKIMMER BASIN. NOTE THAT THERE IS
NO WEIR BECAUSE THE WATER FLOWS THROUGH THE BAFFLE MATERIAL.
TEMPORARY SKIMMER BASIN
NOT TO SCALE
ROLLED EROSION CONTROL PRODUCT SLOPE INSTALLATION
5 cm)
1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP's), INCLUDING ANY NECESSARY APPLICATION OF LIME,
FERTILIZER, AND SEED. NOTE: WHEN USING CELL -O -SEED DO NOT SEED PREPARED AREA. CELL -0 -SEED MUST BE INSTALLED WITH PAPER
SIDE DOWN.
2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE RECP's IN A6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH WITH APPROXIMATELY 12"
(30cm) OF RECP's EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE RECP's WITH A ROW OF STAPLES/STAKES
APPROXIMATELY 12" (30 CM) APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED
TO COMPACTED SOIL AND FOLD REMAINING 12" (30 CM) PORTION OF RECP's BACK OVER SEED AND COMPACTED SOIL. SECURE RECP's
OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" (30 CM) APART ACROSS THE WIDTH OF THE
RECP's.
3. ROLL THE RECP's (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. RECP's WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE TM
SOIL SURFACE. ALL RECP's MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS
AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING THE DOT SYSTEM , STAPLES/STAKES SHOULD BE PLACED THROUGH EACH OF
THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.
4. THE EDGES OF PARALLEL RECP's MUST BE STAPLED WITH APPROXIMATELY 2" - 5" (5 CM -12.5 CM) OVERLAP DEPENDING ON RECP's TYPE.
5. CONSECUTIVE RECP's SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 3" (7.5 CM)
OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30 CM) APART ACROSS ENTIRE RECP's WIDTH. NOTE: IN LOOSE
SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15 CM) MAY BE NECESSARY TO PROPERLY SECURE THE
RECP's.
EXISTING TERRAIN
ROLLED EROSION CONTROL PRODUCT DETAIL
NOT TO SCALE
DEWATERING DEVICE
15.0' TO 20.0'
STREAM BANK
SEPARATION GEOTEXTILE - 8" OF SEDIMENT CONTROL STONE
NOTES:
1. USE NO. 67 STONE FOR SEDIMENT CONTROL STONE.
2. PROVIDE STABILIZED OUTLET TO STREAMBANK.
3. WOOD PALLETS MAY BE USED IN LIEU OF STONE AND GEOTEXTILE AS DIRECTED. A SUFFICIENT NUMBER OF
PALLETS MUST BE PROVIDED TO ELEVATE THE ENTIRE DEWATERING DEVICE ABOVE NATURAL GROUND.
DEWATERING DEVICE / FILTER BAG
NOT TO SCALE
EXCELSIOR WATTLE
END VIEW
WATER ENTRY UNIT WITH TRASH
SCREEN 2.5" SKIMMER
2.1" ORIFICE OPENING INSIDE THE HORIZONTAL TUBE
WITH A CONSTANT HYDRAULIC HEAD
'IPE
POTENTIAL FOR PIPING CAN OCCUR. PROPER
DESIGN TO MINIMIZE DISCHARGE AROUND PIPE
MUST OCCUR.
4" DISCHARGE PIPE
SCHEDULE 40
EARTHEN EMBANKMENT
EMERGENCY SPILLWAY
SIDE VIEW
GENERAL NOTES:
1. PROPER DESIGN MUST BE COMPLETED TO MINIMIZE PIPING AROUND DISCHARGE PIPE.
2. PROPER ORIFICE OPENING MUST BE SELECTED TO ENSURE POND DRAINS IN CORRECT
AMOUNT OF TIME. MODIFICATIONS MAY BE REQUIRED IF FIELD CONDITIONS WARRANT A
CHANGE.
3. EMBANKMENT MUST BE COMPACTED TO DESIGN SPECIFICATIONS.
4. EMERGENCY SPILLWAY MUST BE CORRECTLY SIZED AND EROSION PROTECTION INSTALLED.
5. EROSION PROTECTION MUST BE INSTALLED ALONG THE EMBANKMENT AND AT THE DISCHARGE
END OF THE PIPE.
6. INSPECT SYSTEM REGULARLY TO ENSURE IT IS FUNCTIONING IN A CORRECT MANNER.
4" SCHEDULE 40 PVC PIPE (BARREL OR ARM)
FLEXIBLE HOSE
(6' MIN.)
NOTE:
TETHER SKIMMER TO EMBANKMENT TO ALLOW FOR REMOVAL OF SKIMMER PRIOR TO EXCAVATION FOR
PERMEABLE REACTIVE BARRIERS.
SKIMMER DISCHARGE SYSTEM WITH EMBANKMENT
NOT TO SCALE
WATTLE DETAIL
P Pv%
2' ( MAX .) /-STAKE UPSLOPE
EDGE OF PAVEMENT
MATTING—`//� \--2' DOWNSLOPE
STAKE
CROSS SECTION
VEE DITCH
2 IN.
TUBAL GROUND
2' UPSLOPE FLOW --
STAKE NATURAL GROUND
MATTING - �2' DOWNSLOPE
CROSS SECTION STAKE
TRAPEZOIDAL DITCH
PVC VENT PIPE
L =1.4 x DEPTH
TO THE OVERFLOW
MINIMUM LENGTH APPLIES
MAINTAIN DEPRESSION TO MINIMIZE CHANCE OF
SKIMMER BECOMING STUCK
NOTES:
USE MINIMUM 12 IN. DIAMETER EXCELSIOR WATTLE.
USE 2 FT. WOODEN STAKES WITH A 2 IN. BY 2 IN. NOMINAL
CROSS SECTION.
ONLY INSTALL WATTLE(S) TO A HEIGHT IN DITCH SO FLOW WILL NOT
WASH AROUND WATTLE AND SCOUR DITCH SLOPES AND AS DIRECTED.
INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE
STAKES AT AN ANGLE TO WEDGE WATTLE TO BOTTOM OF DITCH.
PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE
FORMED INTO A U SHAPE NOT LESS THAN 12" IN LENGTH.
INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON
BOTH SIDES OF WATTLE AND AT EACH END TO SECURE IT TO THE SOIL.
INSTALL MATTING IN ACCORDANCE WITH SECTION 1631 OF THE
STANDARD SPECIFICATIONS.
INSET A INSET B
TOP VIEW
VARIES
10 MIL
PLASTIC LINER
I�AG1►1
NOTES:
1. ACTUAL LAYOUT DETERMINED IN FIELD
2. THE CONCRETE WASHOUT SIGN SHALL
BE INSTALLED WITHIN 30 FT. OF THE
TEMPORARY CONCRETE WASHOUT
FACILITY
FLOAT STAPLES
(2 PER BALE)
STAKES
(TYP)
=S,
3LOCKS,
SANDBAGS, ECT.
12" DIA.
STEEL WIRE
BLACK LETTERS
0.5 FT. HEIGHT
PLYWOOD
4 FT. x 2 FT.
COCRETE PAINTED WHITE
WASHOUT LAG SCREWS
(0.5 IN.)
WOOD POST
(3.5 IN. x 3.5 IN. x 8 FT.)
CONCRETE WASHOUT SIGN DETAIL
STAPLE DETAIL
BINDING WIRE
10 MIL
PLASTIC LINER STRAW BALES
NATIVE MATERIAL _
(OPTIONAL) _; „
WOOD OR OR METAL
STAKES (2 PER BALE)
SECTION
CONCRETE WASHOUT -ABOVE GRADE
NOT TO SCALE
NARENCO
National Renewable Energy Corporation
F4• a 3 WORKING DAYS
�` � BEFORE YOU DIG
FOR THE LOCATION OF
UNDERGROUND FACILITIES
Know what's below.
Call before you dig.
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN
IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN
INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE.
THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL
EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO
BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY
LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
NOTICE:
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF THE
CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER SHALL BE
EXPECTED TO ASSUME ANY RESPONSIBILITY FOR SAFETY OF THE
WORK, OF PERSONS ENGAGED IN THE WORK, OF ANY NEARBY
STRUCTURES, OR OF ANY OTHER PERSONS.
SEPI
E N G I N E E R I N G &
C 0 N S T R U C T 1 0 N
1025 WADE AVENUE
RALEIGH, NORTH CAROLINA
919.789.9977
11020 DAVID TAYLOR DR., SUITE 115
CHARLOTTE, NORTH CAROLINA
704.714.4880
5030 NEW CENTRE DR., SUITE B
WILMINGTON, NORTH CAROLINA
910.523.5715
sepiengineering.com
CARO
� oFESS/o %
MAINTENANCE NOTES:
See Inset A
- SEAL
NPDES PERMIT COMPLIANCE REQUIRES INSPECTIONS EVERY 7 CALENDAR DAYS BY A NPDES QUALIFIED INSPECTOR AND PERIODIC INSPECTIONS WITHIN 24 HOURS OF ANY
OQ�
5
MATTING
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1 THROUGHOUT THE ON PERIOD, ALL MUD/SILT TRACKED ONTO EXISTING TOWN/STATE ROADS FROM THE SITE DUE TO CONSTRUCTION SHALL BE IMMEDIATELY
SLOPE
REMOVED BY THE CONTRACTOR.
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2. MAINTAIN THE GRAVEL PAD (CONSTRUCTION ENTRANCE/EXIT) IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE
ISOMETRIC VIEW
2' ( MAX .) /-STAKE UPSLOPE
EDGE OF PAVEMENT
MATTING—`//� \--2' DOWNSLOPE
STAKE
CROSS SECTION
VEE DITCH
2 IN.
TUBAL GROUND
2' UPSLOPE FLOW --
STAKE NATURAL GROUND
MATTING - �2' DOWNSLOPE
CROSS SECTION STAKE
TRAPEZOIDAL DITCH
PVC VENT PIPE
L =1.4 x DEPTH
TO THE OVERFLOW
MINIMUM LENGTH APPLIES
MAINTAIN DEPRESSION TO MINIMIZE CHANCE OF
SKIMMER BECOMING STUCK
NOTES:
USE MINIMUM 12 IN. DIAMETER EXCELSIOR WATTLE.
USE 2 FT. WOODEN STAKES WITH A 2 IN. BY 2 IN. NOMINAL
CROSS SECTION.
ONLY INSTALL WATTLE(S) TO A HEIGHT IN DITCH SO FLOW WILL NOT
WASH AROUND WATTLE AND SCOUR DITCH SLOPES AND AS DIRECTED.
INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE
STAKES AT AN ANGLE TO WEDGE WATTLE TO BOTTOM OF DITCH.
PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE
FORMED INTO A U SHAPE NOT LESS THAN 12" IN LENGTH.
INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON
BOTH SIDES OF WATTLE AND AT EACH END TO SECURE IT TO THE SOIL.
INSTALL MATTING IN ACCORDANCE WITH SECTION 1631 OF THE
STANDARD SPECIFICATIONS.
INSET A INSET B
TOP VIEW
VARIES
10 MIL
PLASTIC LINER
I�AG1►1
NOTES:
1. ACTUAL LAYOUT DETERMINED IN FIELD
2. THE CONCRETE WASHOUT SIGN SHALL
BE INSTALLED WITHIN 30 FT. OF THE
TEMPORARY CONCRETE WASHOUT
FACILITY
FLOAT STAPLES
(2 PER BALE)
STAKES
(TYP)
=S,
3LOCKS,
SANDBAGS, ECT.
12" DIA.
STEEL WIRE
BLACK LETTERS
0.5 FT. HEIGHT
PLYWOOD
4 FT. x 2 FT.
COCRETE PAINTED WHITE
WASHOUT LAG SCREWS
(0.5 IN.)
WOOD POST
(3.5 IN. x 3.5 IN. x 8 FT.)
CONCRETE WASHOUT SIGN DETAIL
STAPLE DETAIL
BINDING WIRE
10 MIL
PLASTIC LINER STRAW BALES
NATIVE MATERIAL _
(OPTIONAL) _; „
WOOD OR OR METAL
STAKES (2 PER BALE)
SECTION
CONCRETE WASHOUT -ABOVE GRADE
NOT TO SCALE
NARENCO
National Renewable Energy Corporation
F4• a 3 WORKING DAYS
�` � BEFORE YOU DIG
FOR THE LOCATION OF
UNDERGROUND FACILITIES
Know what's below.
Call before you dig.
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN
IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN
INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE.
THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL
EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO
BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY
LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
NOTICE:
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF THE
CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER SHALL BE
EXPECTED TO ASSUME ANY RESPONSIBILITY FOR SAFETY OF THE
WORK, OF PERSONS ENGAGED IN THE WORK, OF ANY NEARBY
STRUCTURES, OR OF ANY OTHER PERSONS.
SEPI
E N G I N E E R I N G &
C 0 N S T R U C T 1 0 N
1025 WADE AVENUE
RALEIGH, NORTH CAROLINA
919.789.9977
11020 DAVID TAYLOR DR., SUITE 115
CHARLOTTE, NORTH CAROLINA
704.714.4880
5030 NEW CENTRE DR., SUITE B
WILMINGTON, NORTH CAROLINA
910.523.5715
sepiengineering.com
CARO
� oFESS/o %
MAINTENANCE NOTES:
o
- SEAL
NPDES PERMIT COMPLIANCE REQUIRES INSPECTIONS EVERY 7 CALENDAR DAYS BY A NPDES QUALIFIED INSPECTOR AND PERIODIC INSPECTIONS WITHIN 24 HOURS OF ANY
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RAINFALL EVENT OF 0.5 INCHES OR GREATER. THESE INSPECTIONS MAY RESULT IN RECOMMENDATIONS FOR ROUTINE MAINTENANCE OF THE SOIL EROSION CONTROL DEVICES,
AS WELL AS FURTHER MAINTENANCE AS OUTLINED BELOW.
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1 THROUGHOUT THE ON PERIOD, ALL MUD/SILT TRACKED ONTO EXISTING TOWN/STATE ROADS FROM THE SITE DUE TO CONSTRUCTION SHALL BE IMMEDIATELY
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REMOVED BY THE CONTRACTOR.
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2. MAINTAIN THE GRAVEL PAD (CONSTRUCTION ENTRANCE/EXIT) IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE
8/8/2018
PERIODIC TOP -DRESSING WITH 2 -INCH STONE. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY. IMMEDIATELY
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REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS.
B.
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3. INSPECT SEDIMENT FENCES (SILT FENCE) AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY. SHOULD THE FABRIC OF A
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SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY. REMOVE SEDIMENT DEPOSITS ONCE ACCUMULATION HAS REACHED HALF
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OF THE HEIGHT OF THE SILT FENCE TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID
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UNDERMINING THE FENCE DURING CLEANOUT. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT
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AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
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4. INSPECT SILT FENCE OUTLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT 0/2 INCH OR GREATER) RAINFALL EVENT. CLEAR THE WIRE FENCE AND HARDWARE CLOTH OF
ORIFICE INSIDE THE SKIMMER TO SEE IF IT IS CLOGGED; IF SO REMOVE THE DEBRIS.
ANY DEBRIS OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE OR UNDERCUT THE WIRE MESH OR HARDWARE CLOTH
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DURING SEDIMENT REMOVAL. REPLACE STONE AS NEEDED.
IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED AND THE OBSTRUCTION CLEARED WITH A PLUMBER'S SNAKE OR BY FLUSHING WITH
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5. INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENT. CLEAR THE MESH WIRE OF ANY DEBRIS OR OTHER OBJECTS TO
WATER. BE SURE AND REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER.
CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED REPAIRS WITH FABRIC THAT SPANS THE FULL WIDTH OF THE SPILLWAY. CHECK THE
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PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE OR UNDERCUT THE SIRE MESH DURING SEDIMENT REMOVAL. REPLACE STONE AS NEEDED.
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C. IF VEGETATION FAILS TO GROW, SOIL MUST BE TESTED TO DETERMINE IF ACIDITY OR NUTRIENT IMBALANCE IS RESPONSIBLE.>
FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN. SOME SPECIAL PRECAUTIONS SHOULD BE TAKEN IN THE WINTER TO PREVENT THE SKIMMER FROM
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6. INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION RIDGE.
CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED. WHEN THE AREA PROTECTED IS PERMANENTLY STABILIZED, REMOVE THE RIDGE AND THE CHANNEL TO
D. FERTILIZATION - ON THE TYPICAL DISTURBED SITE, FULL ESTABLISHMENT USUALLY REQUIRES REFERTILIZATION IN THE SECOND GROWING SEASON. FINE TURF REQUIRES
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BLEND WITH THE NATURAL GROUND LEVEL AND APPROPRIATELY STABILIZE IT.
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7. INSPECT PERMANENT DIVERSIONS AFTER EVERY RAINFALL DURING THE CONSTRUCTION OPERATION. IMMEDIATELY REMOVE ANY OBSTRUCTIONS FROM THE FLOW AREA, AND
REPAIR THE DIVERSION RIDGE. CHECK OUTLETS, AND MAKE TIMELY REPAIRS AS NEEDED. MAINTAIN THE VEGETATION IN A VIGOROUS, HEALTHY CONDITION AT ALL TIMES.
REPAIR JUTE NET AS NEEDED TO ENSURE A GOOD STAND OF GRASS.
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8. TEMPORARY SEEDING:
RE -FERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, RE -FERTILIZE, AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
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REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES TO ONE-HALF THE HEIGHT OF THE FIRST BAFFLE. PULL THE
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9. PERMANENT SEEDING:
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A. GENERALLY, A STAND OF VEGETATION CANNOT BE DETERMINED TO BE FULLY ESTABLISHED UNTIL SOIL COVER HAS BEEN MAINTAINED FOR ONE FULL YEAR FROM
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B.
REPAIR THE BAFFLES IF THEY ARE DAMAGED. RE -ANCHOR THE BAFFLES IF WATER IS FLOWING UNDERNEATH OR AROUND THEM.
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PLANTING. INSPECT SEEDED AREAS FOR FAILURE AND MAKE NECESSARY REPAIRS AND RESEEDINGS WITHIN THE SAME SEASON, IF POSSIBLE.
IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN, USUALLY JERKING ON THE ROPE WILL MAKE THE SKIMMER BOB UP AND DOWN AND
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B. RESEEDING - IF A STAND HAS INADEQUATE COVER, RE-EVALUATE CHOICE OF PLANT MATERIALS AND QUANTITIES OF LIME AND FERTILIZER. RE-ESTABLISH THE STANDN
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ORIFICE INSIDE THE SKIMMER TO SEE IF IT IS CLOGGED; IF SO REMOVE THE DEBRIS.
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AFTER SEEDBED PREPARATION OR OVER -SEED THE STAND. CONSIDER SEEDING TEMPORARY, ANNUAL SPECIES IF THE TIME OF YEAR IS NOT APPROPRIATE FOR
IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED AND THE OBSTRUCTION CLEARED WITH A PLUMBER'S SNAKE OR BY FLUSHING WITH
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WATER. BE SURE AND REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER.
CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED REPAIRS WITH FABRIC THAT SPANS THE FULL WIDTH OF THE SPILLWAY. CHECK THE
PERMANENT SEEDING.
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C. IF VEGETATION FAILS TO GROW, SOIL MUST BE TESTED TO DETERMINE IF ACIDITY OR NUTRIENT IMBALANCE IS RESPONSIBLE.>
FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN. SOME SPECIAL PRECAUTIONS SHOULD BE TAKEN IN THE WINTER TO PREVENT THE SKIMMER FROM
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D. FERTILIZATION - ON THE TYPICAL DISTURBED SITE, FULL ESTABLISHMENT USUALLY REQUIRES REFERTILIZATION IN THE SECOND GROWING SEASON. FINE TURF REQUIRES
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ANNUAL MAINTENANCE FERTILIZATION 9TABLE 6.12B). USE SOIL TESTS IF POSSIBLE OR FOLLOW THE GUIDELINES GIVEN FOR THE SPECIFIC SEEDING MIXTURE.
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ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND EROSION FROM HIGH FLOWS AROUND THE EDGES OF THE DAM. CORRECT ALL DAMAGE
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IMMEDIATELY. IF SIGNIFICANT EROSION OCCURS BETWEEN DAMS, ADDITIONAL MEASURES CAN BE TAKEN SUCH AS, INSTALLING A PROTECTIVE RIPRAP LINER IN THAT
10. SKIMMER
BASINS
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INSPECT SKIMMER SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (ONE-HALF INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY.
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REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES TO ONE-HALF THE HEIGHT OF THE FIRST BAFFLE. PULL THE
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SKIMMER TO ONE SIDE SO THAT THE SEDIMENT UNDERNEATH IT CAN BE EXCAVATED. EXCAVATE THE SEDIMENT FROM THE ENTIRE BASIN, NOT JUST AROUND THE
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SKIMMER OR THE FIRST CELL. MAKE SURE VEGETATION GROWING IN THE BOTTOM OF THE BASIN DOES NOT HOLD DOWN THE SKIMMER.
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REPAIR THE BAFFLES IF THEY ARE DAMAGED. RE -ANCHOR THE BAFFLES IF WATER IS FLOWING UNDERNEATH OR AROUND THEM.
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IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN, USUALLY JERKING ON THE ROPE WILL MAKE THE SKIMMER BOB UP AND DOWN AND
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DISLODGE THE DEBRIS AND RESTORE FLOW. IF THIS DOES NOT WORK, PULL THE SKIMMER OVER TO THE SIDE OF THE BASIN AND REMOVE THE DEBRIS. ALSO CHECK THE
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ORIFICE INSIDE THE SKIMMER TO SEE IF IT IS CLOGGED; IF SO REMOVE THE DEBRIS.
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IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED AND THE OBSTRUCTION CLEARED WITH A PLUMBER'S SNAKE OR BY FLUSHING WITH
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WATER. BE SURE AND REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER.
CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED REPAIRS WITH FABRIC THAT SPANS THE FULL WIDTH OF THE SPILLWAY. CHECK THE
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EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE, AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS
IMMEDIATELY. REMOVE ALL TRASH AND DEBRIS FROM THE SKIMMER AND POOL AREAS.
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F.
FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN. SOME SPECIAL PRECAUTIONS SHOULD BE TAKEN IN THE WINTER TO PREVENT THE SKIMMER FROM
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11. CHECK DAMS & WATTLES/SILT SOCKS
A.
INSPECT CHECK DAMS AND CHANNELS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (ONE-HALF INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY.
CLEAN OUT LIMBS, THAT COULD CLOG THE
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SEDIMENT, STRAW, OR OTHER DEBRIS CHANNEL WHEN NEEDED.
B.
ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND EROSION FROM HIGH FLOWS AROUND THE EDGES OF THE DAM. CORRECT ALL DAMAGE
IMMEDIATELY. IF SIGNIFICANT EROSION OCCURS BETWEEN DAMS, ADDITIONAL MEASURES CAN BE TAKEN SUCH AS, INSTALLING A PROTECTIVE RIPRAP LINER IN THAT
PORTION OF THE CHANNEL (PRACTICE 6.31 RIPRAP-LINED AND PAVED CHANNELS OF NCDENR EROSION & SEDIMENTATION CONTROL MANUAL).
C.
REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE TO CHANNEL VEGETATION, ALLOW THE CHANNEL TO DRAIN THROUGH THE STONEUj
CHECK DAM, AND PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE DAM. ADD STONES TO DAMS AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS
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12. ROCK PIPE INLET PROTECTION
A.
INSPECT ROCK PIPE INLET PROTECTION AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE
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SEDIMENT AND RESTORE THE SEDIMENT STORAGE AREA TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF
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THE TRAP. PLACE THE SEDIMENT THAT IS REMOVED IN THE DESIGNATED DISPOSAL AREA AND REPLACE THE CONTAMINATED PART OF THE GRAVEL FACING.
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CHECK THE STRUCTURE FOR DAMAGE. AND RIPRAP DISPLACED FROM THE STONE HORSESHOE MUST BE REPLACED IMMEDIATELY.
C.
AFTER ALL THE SEDIMENT -PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE THE STRUCTURE AND ALL THE UNSTABLE SEDIMENT. SMOOTH THE AREA
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TO BLEND WITH THE ADJOINING AREAS AND PROVIDE PERMANENT GROUND COVER (SURFACE STABILIZATION).
13. DEWATERING DEVICE
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A.
INSPECT DEWATERING DEVICE AND STABILIZED OUTLET AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENT AND REPAIR
IMMEDIATELY. REMOVE ANY ACCUMULATED SEDIMENT WITHIN STONE PAD AND STABILIZED OUTLET.
B.
ANY DEWATERING FROM SEDIMENT CONTROL DEVICE MUST BE DONE WITHIN LIMITS OF DISTURBANCE AND THROUGH A FILTER BAG.
14. SEDIMENT
PIT (FOR SILT FENCE OUTLET)
A.
INSPECT SEDIMENT PIT AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND
RESTORE THE SEDIMENT STORAGE AREA TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE PIT. PLACE
THE SEDIMENT THAT IS REMOVED IN THE DESIGNATED DISPOSAL AREA AND REPLACE THE CONTAMINATED PART OF THE WATTLE AND STONE FOR SILT FENCE OUTLET IF
NECESSARY.
B.
AFTER ALL THE SEDIMENT -PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE THE STRUCTURE AND ALL THE UNSTABLE SEDIMENT. SMOOTH THE AREA
TO BLEND WITH THE ADJOINING AREAS AND PROVIDE PERMANENT GROUND COVER SURFACE STABILIZATION
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( ) PROJECT MANAGER FIELD SURVEY DATE:
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D. WHITTINGTON 03/18/2016
CHECKED BY: DRAWING DATE:
J. WESTMORELAND 06/08/2016
DRAWN BY: JOB #:
L. SMITH SC16.012.00
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DIMENSIONS AND CONCRETE QUANTITIES
W
J
DIMENSIONS AND CONCRETE QUANTITIES
DOWELS IN ENDWALL WITH REINFORCED CONCRETE PIPE
USING CORRUGATED STEEL PIPE
DOWELS IN ENDWALL WITH C.
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PIPE
QLu
USING CONCRETE PIPE
DOUBLE PIPE
SINGLE PIPE
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LOC.
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15"
18"
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30" 36" 42"
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DIMENSIONS AND CONCRETE QUANTITIES
W
J
DIMENSIONS AND CONCRETE QUANTITIES
CHECKED BY:
USING CORRUGATED STEEL PIPE
DOWELS IN ENDWALL WITH C.
S.
PIPE
QLu
USING CONCRETE PIPE
DOUBLE PIPE
D
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COMMON DIMENSIONS
SINGLE PIPE
DOUBLE PIPE
D
H
B
G
T
S L
YD3
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15"
3'-3"
1'-8"
2'-9"
21/4"
9142" 5'-6"
0.7
2'-2"
7'-8"
1.0
18"
3'-7"
1'-10"
3'-2"
211�"
10" 6'-4"
1.0
2'-7"
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1.3
24"
4'-2"
2'-1"
4'-0"
3"
10" 81-01,
1.5
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11' 5"
2.0
30"
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2'-6"
4'-7"
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2.3
4'-3"
13'-5"
3.1
36"
5'-8"
2'-8"
5'-6"
4/4"
111/2 11'-0"
3.4
5'-0"
16'-0"
4.5
42"
6'-2"
3'-1"
6'-4"
51/4"
111/2" 12'-8"
4.5
5'-10" 18'-6"
6.0
48"
6'-9"
3'-5"
7'-2"
53/4"
111/2" 14'-4"
6.0
6'-8"
21'-0"
8.0
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*SEE SHEET 3
GENERAL NOTES:
CHAMFER ALL CORNERS 1" OR HAVE A RADIUS OF1".
PLACE 2 #6 "Y" BARS IN THE TOP OF ALL ENDWALL FOR PIPE CULVERTS 42"
AND OVER WITH A MINIMUM OF 3" COVER AND A LENGTH OF 6" LESS THAN
ENDWALL LENGTH.
CONSTRUCT BOTTOM SLAB WITH FORMS.
DO NOT INTERPRET WALL THICKNESS (T) SHOWN FOR THE THICKNESS
ACCEPTABLE, BUT IS USED IN COMPUTING ENDWALL QUANTITIES.
WHEN THE CONTRACTOR ELECTS TO USE A CONSTRUCTION JOINT AT THE BOTTOM
OF THE PIPE, PLACE BAR "X" DOWELS IN THE BASE AS SHOWN ON PLANS.
SPACE BARS APPROXIMATELY ON 12" CENTERS UNLESS OTHERWISE DIRECTED
BY THE ENGINEER.
WHEN THE CONTRACTOR ELECTS TO USE A CONSTRUCTION JOINT AT THE BOTTOM
OF THE PIPE AND POUR THE BASE SEPARATELY LEAVE THE POUR ROUGH.
USE CLASS "B" CONCRETE.
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838.01
PRELIMINARY - DO NOT USE FOR CONSTRUCTION
NARENCO
National Renewable Energy Corporation
• ® 3 WORKING DAYS
BEFORE YOU DIG
FOR THE LOCATION OF
UNDERGROUND FACILITIES
Know what's below.
Call before you dig.
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN
IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN
INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE,
THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL
EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO
BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY
LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
NOTICE:
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF THE
CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER SHALL BE
EXPECTED TO ASSUME ANY RESPONSIBILITY FOR SAFETY OF THE
WORK, OF PERSONS ENGAGED IN THE WORK, OF ANY NEARBY
STRUCTURES, OR OF ANY OTHER PERSONS,
SEPI
E N G I N E E R I N G &
C 0 N S T R U C T 1 0 N
1025 WADE AVENUE
RALEIGH, NORTH CAROLINA
919.789.9977
11020 DAVID TAYLOR DR., SUITE 115
CHARLOTTE, NORTH CAROLINA
704.714.4880
5030 NEW CENTRE DR., SUITE B
WILMINGTON, NORTH CAROLINA
910.523.5715
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DIMENSIONS AND CONCRETE QUANTITIES
W
J
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CHECKED BY:
USING CORRUGATED STEEL PIPE
DOWELS IN ENDWALL WITH C.
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COMMON SINGLE PIPE
DOUBLE PIPE
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H
PIPE
YD3
M
L
SINGLE
PIPE
3'-4
1'-8" 2'-6" 5'-0"
0.7
1'-11"
6'-11"
DOUBLE PIPE
18"
LOC.
DIA.
15"
1811
2411
3011
36" //
1 4'-1"
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3
3
4
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5
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2
3
3
4
4
2
5
2
M QTY.
1 1 1 2 2 2
2
G QTY. 2 2 3 3 4 4
5
2 2 3 3 4 4
5
TOTAL LBS.
9
9
14
14
19
1 53
62
12
12
16
19
23
73
85
*SEE SHEET 3
GENERAL NOTES:
CHAMFER ALL CORNERS 1" OR HAVE A RADIUS OF1".
PLACE 2 #6 "Y" BARS IN THE TOP OF ALL ENDWALL FOR PIPE CULVERTS 42"
AND OVER WITH A MINIMUM OF 3" COVER AND A LENGTH OF 6" LESS THAN
ENDWALL LENGTH.
CONSTRUCT BOTTOM SLAB WITH FORMS.
DO NOT INTERPRET WALL THICKNESS (T) SHOWN FOR THE THICKNESS
ACCEPTABLE, BUT IS USED IN COMPUTING ENDWALL QUANTITIES.
WHEN THE CONTRACTOR ELECTS TO USE A CONSTRUCTION JOINT AT THE BOTTOM
OF THE PIPE, PLACE BAR "X" DOWELS IN THE BASE AS SHOWN ON PLANS.
SPACE BARS APPROXIMATELY ON 12" CENTERS UNLESS OTHERWISE DIRECTED
BY THE ENGINEER.
WHEN THE CONTRACTOR ELECTS TO USE A CONSTRUCTION JOINT AT THE BOTTOM
OF THE PIPE AND POUR THE BASE SEPARATELY LEAVE THE POUR ROUGH.
USE CLASS "B" CONCRETE.
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838.01
PRELIMINARY - DO NOT USE FOR CONSTRUCTION
NARENCO
National Renewable Energy Corporation
• ® 3 WORKING DAYS
BEFORE YOU DIG
FOR THE LOCATION OF
UNDERGROUND FACILITIES
Know what's below.
Call before you dig.
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN
IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN
INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE,
THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL
EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO
BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY
LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
NOTICE:
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF THE
CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER SHALL BE
EXPECTED TO ASSUME ANY RESPONSIBILITY FOR SAFETY OF THE
WORK, OF PERSONS ENGAGED IN THE WORK, OF ANY NEARBY
STRUCTURES, OR OF ANY OTHER PERSONS,
SEPI
E N G I N E E R I N G &
C 0 N S T R U C T 1 0 N
1025 WADE AVENUE
RALEIGH, NORTH CAROLINA
919.789.9977
11020 DAVID TAYLOR DR., SUITE 115
CHARLOTTE, NORTH CAROLINA
704.714.4880
5030 NEW CENTRE DR., SUITE B
WILMINGTON, NORTH CAROLINA
910.523.5715
sepiengineering.com
'oON CA Rod/
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COPYRIGHT© 2018
SEPI ENGINEERING & CONSTRUCTION, INC
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O O O
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DIMENSIONS AND CONCRETE QUANTITIES
W
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0.7
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6'-11"
1.0
18"
3'-7"
1'-10" 2'-11" W-10"
1.0
2'-3"
8'-1"
1.2
24"
1 4'-1"
2'-1" 3'-8" 7'-4"
1.4
3'-0"
10'-4"
1.9
30"
4'-7"
2'-4" 4'-5" 8'-10"
2.0
3'-9"
12'-7"
2.7
36"
5'-1"
2'-7" 5'-2" 10'-4"
2.8
4'-6"
14'-10"
3.8
42"
5'-7"
2'-10" 5'-11" 11'-10"
3.8
5'-3"
17'-1"
5.0
48"
6'-1"
3'-1" 6'-8" 131-4"
4.9
6'-0"
19'-4"
7.5
*SEE SHEET 3
GENERAL NOTES:
CHAMFER ALL CORNERS 1" OR HAVE A RADIUS OF1".
PLACE 2 #6 "Y" BARS IN THE TOP OF ALL ENDWALL FOR PIPE CULVERTS 42"
AND OVER WITH A MINIMUM OF 3" COVER AND A LENGTH OF 6" LESS THAN
ENDWALL LENGTH.
CONSTRUCT BOTTOM SLAB WITH FORMS.
DO NOT INTERPRET WALL THICKNESS (T) SHOWN FOR THE THICKNESS
ACCEPTABLE, BUT IS USED IN COMPUTING ENDWALL QUANTITIES.
WHEN THE CONTRACTOR ELECTS TO USE A CONSTRUCTION JOINT AT THE BOTTOM
OF THE PIPE, PLACE BAR "X" DOWELS IN THE BASE AS SHOWN ON PLANS.
SPACE BARS APPROXIMATELY ON 12" CENTERS UNLESS OTHERWISE DIRECTED
BY THE ENGINEER.
WHEN THE CONTRACTOR ELECTS TO USE A CONSTRUCTION JOINT AT THE BOTTOM
OF THE PIPE AND POUR THE BASE SEPARATELY LEAVE THE POUR ROUGH.
USE CLASS "B" CONCRETE.
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838.01
PRELIMINARY - DO NOT USE FOR CONSTRUCTION
NARENCO
National Renewable Energy Corporation
• ® 3 WORKING DAYS
BEFORE YOU DIG
FOR THE LOCATION OF
UNDERGROUND FACILITIES
Know what's below.
Call before you dig.
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN
IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN
INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE,
THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL
EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO
BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY
LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
NOTICE:
CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF THE
CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER SHALL BE
EXPECTED TO ASSUME ANY RESPONSIBILITY FOR SAFETY OF THE
WORK, OF PERSONS ENGAGED IN THE WORK, OF ANY NEARBY
STRUCTURES, OR OF ANY OTHER PERSONS,
SEPI
E N G I N E E R I N G &
C 0 N S T R U C T 1 0 N
1025 WADE AVENUE
RALEIGH, NORTH CAROLINA
919.789.9977
11020 DAVID TAYLOR DR., SUITE 115
CHARLOTTE, NORTH CAROLINA
704.714.4880
5030 NEW CENTRE DR., SUITE B
WILMINGTON, NORTH CAROLINA
910.523.5715
sepiengineering.com
'oON CA Rod/
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W
PROJECT MANAGER
FIELD SURVEY DATE:
D. WHITTINGTON
03/18/2016
CHECKED BY:
DRAWING DATE:
J. WESTMORELAND
06/08/2016
DRAWN BY:
JOB #:
L. SMITH
SC16.012.00
SHEET
C-9.0