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HomeMy WebLinkAbout20201728 Ver 1_Meeting Request Review_20201111ID#* 20201728 Version* 1 Regional Office* Raleigh Regional Office - (919) 791-4200 Reviewer List* Stephanie Goss Pre -Filing Meeting Request submitted 11/11/2020 Contact Name * Jonathan Herman Contact Email Address* jonathan.herman@mcgillassociates.com Project Name* Pine Level Sewer Force Main Replacement Project Owner* Johnston County Government Project County* Johnston Owner Address: Street Address P.O. Box 1049 Address Line 2 aty State / Province / Region Smithfield North Carolina Fbstal / Zip Code Country 27577 United States Is this a transportation project?* r Yes r No Type(s) of approval sought from the DWR: W 401 Water Quality Certification - F- 401 Water Quality Certification - Regular Express r- Individual Permit r- Modification r- Shoreline Stabilization Does this project have an existing project ID#?* r Yes r No Do you know the name of the staff member you would like to request a meeting with? Please give a brief project description below. * The Johnston County — Pine Level Sewer Force Main Replacement project proposes approximately 20,300 linear feet of new force main sewer line from the existing Pine Level pump station on North Peedin Ave, following an existing gravity sewer line, and ultimately discharging into an existing manhole adjacent to Outlet Center Dr. This will increase the capacity of the sanitary sewer collection system for Pine Level allowing for the town to grow further in the future as they are nearing their Flow capacity. The project is located within the municipal and extra -territorial limits of the Town of Pine Level and Johnston County with some minor cut through of properties within the Town of Selma Most of the lines will be installed adjacent to existing roads with some being installed cross country following the existing gravity sewer. Most locations where there are existing streams and wetlands there are proposed bore with encasement pipes and horizontal directional drill to avoid those conflicts. In two incidences open cut with stream bypass is proposed due to the constraints of the existing conditions. The installation of the force main is expected to disturb a total of 13.32 acres of soil, primarily in the excavation and stockpiling of dirt associated with the installation of the proposed force main. Please give a couple of dates you are available for a meeting. 11 /19/2020 11 /20/2020 Please attach the documentation you would like to have the meeting about. 2020-10-21 - Pine Level FM Final Drawing Set 40.43MB - ISSUED FOR PERMITS.pdf pdf only By digitally signing below, I certify that I have read and understood that per the Federal Clean Water Act Section 401 Certification Rule the following statements: • This form completes the requirement of the Pre -Filing Meeting Request in the Clean Water Act Section 401 Certification Rule. • I understand by signing this form that I cannot submit my application until 30 calendar days after this pre -filing meeting request. • I also understand that DWR is not required to respond or grant the meeting request. Your project's thirty -day clock started upon receipt of this application. You will receive notification regarding meeting location and time if a meeting is necessary. You will receive notification when the thirty -day clock has expired, and you can submit an application. Signature C11 1111Y411PkIl � tpwc?w Submittal Date 11/11/2020 Reviewer Meeting Request Decision Has a meeting been scheduled?* r Yes r No FINAL DRAWING - FOR REVIEW PURPOSES ONLY - NOT RELEASED FOR CONSTRUCTION VICINITY MAP P:\2019\19.01806-JohnstonCoNC-Pine Level Forcemain\Drawings\Sheets\G-001 Cover.dwg 10/21/2020 12:33 PM SPENCER MEEKINSPINE LEVEL SEWER FORCE MAIN REPLACEMENTJOHNSTON COUNTY JOHNSTON COUNTY, NORTH CAROLINA OCTOBER 21, 2020 mcgillassociates.com 5400 Trinity Road Suite 107 Raleigh, NC 27607 919.378.9111 NC Firm License # C-0459 19.01806 JOHNSTON COUNTY - PINE LEVEL SEWER FORCE MAIN REPLACEMENTNOT TO SCALEUS HWY 70 EINTERS T A T E 9 5 PINE LEVEL SELMA PROP. FORCE MAIN INTER ST AT E 95 US HW Y 7 0 A L T .FIRETOWER RD.(SR 2305)W. BL A N C H E S T . (SR 23 7 4 ) PI N E L E V E L - S E L M A R D . ( S R 1 9 2 7 ) SCHEDULE OF DRAWINGS C-001 ....COVER G-002 ....ABBREVIATIONS, GENERAL NOTES AND LEGEND G-003 ....12" FORCE MAIN OVERALL LAYOUT INDEX SHEET C-101 ....12" FORCE MAIN PLAN AND PROFILE STA. 10+00 - 23+50 C-102 ....12" FORCE MAIN PLAN AND PROFILE STA. 23+50 - 39+50 C-103 ....12" FORCE MAIN PLAN AND PROFILE STA. 39+50 - 56+00 C-104 ....12" FORCE MAIN PLAN AND PROFILE STA. 56+00 - 71+00 C-105 ....12" FORCE MAIN PLAN AND PROFILE STA. 71+00 - 87+00 C-106 ....12" FORCE MAIN PLAN AND PROFILE STA. 87+00 - 103+50 C-107 ....12" FORCE MAIN PLAN AND PROFILE STA. 103+50 - 120+00 C-108 ....12" FORCE MAIN PLAN AND PROFILE STA. 120+00 - 135+50 C-109 ....12" FORCE MAIN PLAN AND PROFILE STA. 135+50 - 152+00 C-110 ....12" FORCE MAIN PLAN AND PROFILE STA. 152+00 - 164+00 C-111 ....12" FORCE MAIN PLAN AND PROFILE STA. 164+00 - 180+50 C-112 ....12" FORCE MAIN PLAN AND PROFILE STA. 180+50 - 197+00 C-113 ....12" FORCE MAIN PLAN AND PROFILE STA. 197+00 - 212+00 C-114 ....US HIGHWAY 70 ALT. 6" - 4" FORCE MAIN CONNECTION C-115 ....NORTH CAROLINA RAILROAD CROSSING PLAN AND PROFILE C-201 ....SEDIMENTATION AND EROSION CONTROL PLAN STA. 10+00 - 30+00 C-202 ....SEDIMENTATION AND EROSION CONTROL PLAN STA. 30+00 - 47+50 C-203 ....SEDIMENTATION AND EROSION CONTROL PLAN STA. 47+50 - 65+50 C-204 ....SEDIMENTATION AND EROSION CONTROL PLAN STA. 65+50 - 84+50 C-205 ....SEDIMENTATION AND EROSION CONTROL PLAN STA 84+50 - 104+00 C-206 ....SEDIMENTATION AND EROSION CONTROL PLAN STA 104+00 - 120+50 C-207 ....SEDIMENTATION AND EROSION CONTROL PLAN STA 120+50 - 141+00 C-208 ....SEDIMENTATION AND EROSION CONTROL PLAN STA 141+00 - 160+00 C-209 ....SEDIMENTATION AND EROSION CONTROL PLAN STA 160+00 - 180+00 C-210 ....SEDIMENTATION AND EROSION CONTROL PLAN STA 180+00 - 200+50 C-211 ....SEDIMENTATION AND EROSION CONTROL PLAN STA 200+50 - 212+00 C-501 ....FORCE MAIN DETAILS 1 OF 2 C-502 ....FORCE MAIN DETAILS 2 OF 2 C-503 ....PAVEMENT REPAIR DETAILS C-504 ....SEDIMENTATION AND EROSION CONTROL NOTES AND DETAILS 1 OF 3 C-505 ....SEDIMENTATION AND EROSION CONTROL DETAILS 2 OF 3 C-506 ....SEDIMENTATION AND EROSION CONTROL DETAILS 3 OF 3 C-507 ....STREAM BUFFER AND WETLAND RESTORATION NOTES AND DETAILS 1 OF 2 C-508 ....STREAM BUFFER AND WETLAND RESTORATION NOTES AND DETAILS 2 OF 2 BOARD OF COMMISSIONERS TED G. GODWIN, CHAIRMAN CHAD M. STEWART, VICE-CHAIRMAN JEFFREY P. CARVER LARRY WOOD TONY BRASWELL PATRICK E. HARRIS R.S. "BUTCH" LAWTER, JR. RICK HESTER, COUNTY MANAGER OUTL ET C E NT E R D R. US 301 JR RD.N. PEEDINAVE.PINE LEVEL NORTH PUMP STATION AL FORCE MAIN - PVC FORCE MAIN - DIP PERM. PUBLIC UTILITY EASEMENT TEMP. CONSTRUCTION EASEMENT GATE/PLUG VALVE WATER LINE ELECTRIC LINE UTILITY EASEMENT FENCE FIBER OPTIC CABLE LINE RAILROAD TRACKS STORM SEWER LINE STORM DRAIN AIR RELEASE VALVE MANHOLE SANITARY SEWER MANHOLE AERIAL LIGHT POLE WATER METER GATE VALVE TREE TELEPHONE UTILITY STRUCTURE SIGN MAILBOX AIR RELEASE VALVE MANHOLE GRAVITY SEWER FORCE MAIN RIPARIAN BUFFER - ZONE 2 RIPARIAN BUFFER - ZONE 1 STREAM/CREEK TOB UTILITY POLE GAS LINE TELEPHONE LINE WETLANDS EROSION CONTROL LIMITS OF DISTURBANCE (13.32 AC) TEMP. SILT FENCE (DETAIL EC1, SH. C-505) TEMP. HORSESHOE INLET PROTECTION (DETAIL EC7, SH. C-506) TEMP. SEDIMENT WATTLE (DETAIL EC5, SH. C-505) TEMP. INLET PROTECTION - WATTLE (DETAIL EC6, SH. C-506) TEMP. CONSTRUCTION ENTRANCE (DETAIL EC9, SH. C-506)TEMP. SILT FENCE OUTLET (DETAIL EC2, SH. C-505) TEMP. ROCK CHECK DAM (DETAIL EC3, SH. C-505) TEMP. CULVERT PROTECTION - WATTLE (DETAIL EC4, SH. C-505) SECTIONSECT. THICKTK SIDEWALKS/W MECHANICAL JOINTMJ EASEMENTESMT PAVEMENTPVMT AGGREGATE BASE COURSEA.B.C. ALGEBRAIC DIFFERENCEA.D. RIGHTRT PERMANENTPERM. HIGHWAYHWY. STATE ROADSR CHORDCH SQUARE FEETSF ABOVE FINISHED FLOORA.F.F. BACK TO BACKB-B DEGREE OF CURVATUREDc WIDTHW DEPTH / DEEP FUTUREFUT PROPOSEDPROP. PITO PS POINT OF SWITCH CLASSCL. JUNCTION BOXJB STORM DRAIN MANHOLESDMH SSMH SANITARY SEWER MANHOLE SEDIMENTSED. TEMPORARY SEDIMENT TRAPTST TEMPORARYTEMP. UNDER GROUNDU/G AREA FACE OF CURBFOC BACK OF CURBBOC CURB AND GUTTERC&G HD HEAVY DUTY CORRUGATED STEEL PIPECSP CORRUGATED PLASTIC PIPECPP REINFORCED CONCRETE PIPERCP FLARED END SECTIONFES CURB INLET DROP INLET OVERHEAD ELECTRICOHE GENERATORGEN SEWERSEW CONSTRUCTIONCNST ASSEMBLYASSY. FIRE HYDRANT ASSEMBLYFHA BEARINGBEAR. HORIZONTAL HIGH POINT INCH(ES) INVERT HIGH WATER LEVEL INSIDE DIAMETER INV. HOR(IZ). HP HWL FLEXIBLE FIRE HYDRANT FEET FORCE MAIN FLANGE FLOW INDICATOR FINISHED FLOOR ELEVATION GAUGE GALLON GALVANIZED GUTTER LINE HEXAGONAL GATE VALVE G/L HEX. GAL. GALV. GA GV FLEX. FT FM FL FH FFE VERTICAL CURVE UTILITY POLE UV VC VERT. V TYP. UP ULTRAVIOLET VERTICAL VALVE TYPICAL STAINLESS STEEL TOP OF GRATING STANDARDSTD. TEL. T.O. T/S T/G T/W STL T/C TELEPHONE TOP OF... TOP OF WALL TOP OF SLAB TOP OF CURB STEEL SEC SHT. / SH. SPEC. SS STA. SQ. S SCH SAN SECONDS SQUARE STATION SHEET SPECIFICATION SANITARY SCHEDULE SOUTH CULVERTCULV. DEGREE(S) DIAMETER DELTA ANGLE DOWN DETAIL EAST EACH ELEVATION FLOOR DRAIN EXISTING ELECTRICAL DRAWING(S) EDGE OF PAVEMENT DUCTILE IRON PIPE DWG(S). ELEC. EX/EXIST F.D. EOP EL/ELEV EA. DIP DN DET Ø / DIA. CATCH BASIN BUILDING BOTTOM CENTERLINE CUBIC FEET COMPANY COLUMN CONNECTION CONCRETE CLEAN-OUT CUBIC FEET PER MINUTE CENTER TO CENTERC-C C.O. CONC. CONN CO. COL CFM CF CB BLDG. BOT. AT APPROXIMATE ACRE ARCHITECTURAL APPROX. ARCH. AC NORTHN POINT OF INTERSECTION POUNDS PER SQUARE INCH PROPERTY LINE POINT OF TANGENCY POLYVINYL CHLORIDE POINT OF VERTICAL TANGENCY RIGHT OF WAY POINT OF VERTICAL CURVATURE RAILROAD POINT OF VERTICAL INTERSECTION PVC RD REQ'D. R/W RED. RR P.V.T. P.V.I. P.V.C. R ROAD REQUIRED REDUCER RADIUS PT PSI PT PI PL POINT NOT IN CONTRACT NATIONAL ELECTRICAL OUTSIDE DIAMETER NOT TO SCALE ON CENTER(S) POINT OF CURVATURE OPNG PC NTS O.D. OPER O.C. OPENING OPERATION NEMA N.I.C. MANUFACTURER MILE MH MI # / NO. MIN. MAX. MFR. MECH. MANHOLE NUMBER MINIMUM MAXIMUM MECHANICAL FIBER OPTIC SIGNAL CABLEFOSC FIBER OPTIC CABLEFO TRAFFIC SIGNAL BOXTSBGUY WIRE/ANCHORGW AREA LIGHTAL SSCO SANITARY SEWER CLEANOUT IRRIGATION CONTROL VALVEICV SP SERVICE POLE MANUFACTURERS ASSOCIATION ABBREVIATIONS CRUSHED AGGREGATE BASE COURSEC.A.B.C. DEED BOOKDB DRIVEWAYD/W FIBER OPTIC POSTFOP NOW OR FORMERLYN/F PLAT BOOKPB POINT OF INTERSECTION - TURN OUT PAGEPG RESTRAINED JOINTRJ TP TELEPHONE PEDESTAL CURVE COEFFICIENTK LINEAR FEETLF JUNCTION BOXJB WIDEWD LIGHT DUTYLD YARD INLETYI WATER LINEW/L LONG LENGTH POUND(S) LIGHT POLE LEFT LOW WATER LEVEL L LWL LT LG LB LP WELDED WIRE FABRIC YARD HYDRANT WATER SURFACE ELEVATION WWF YH YD W/ WL WSE W YARD WATER LEVEL WITH WEST WATER VALVEWV WATER METERWM @ A ℄ CI ° / DEG D DI E FI I.D. IN FIRE DEPARTMENT CONNECTION(S)FDC POWER POLEPP UNDER GROUND ELECTRICUGE FINAL DRAWING- FOR REVIEW PURPOSES ONLY -NOT RELEASED FORCONSTRUCTIONP:\2019\19.01806-JOHNSTONCONC-PINE LEVEL FORCEMAIN\DRAWINGS\SHEETS\G-002 NOTES AND LEGEND.DWG PLOT DATE 10/21/2020 3:20 PM SPENCER MEEKINSNO. DATE BY DESCRIPTION SHEET OFFICE MANAGER PROJECT MANAGER DESIGNER REVIEWER DATE PROJECT #FUNDING # G-002 ABBREVIATIONS, GENERAL NOTES AND LEGEND 19.01806OCTOBER 21, 2020 SWM DCS BJR PINE LEVEL SEWER FORCE MAIN REPLACEMENTJOHNSTON COUNTY JOHNSTON COUNTY, NORTH CAROLINA N/A 5400 Trinity Road Suite 107 Raleigh, NC 27607 919.378.9111 NC Firm License # C-0459 mcgillassociates.com AS NOTED RCALL811BEFOREYOU D GI S A FE DIGGING P ARTNER19.01806 JOHNSTON COUNTY - PINE LEVEL SEWER FORCE MAIN REPLACEMENT1. THE PURPOSE OF THIS GENERAL PERMIT IS TO MANDATE GROUND STABILIZATION IN 7 DAYS ON PERIMETER AREAS AND SLOPES GREATER THAN 3:1 AND 14 DAYS ON OTHER AREAS. SEE GROUNDCOVER REQUIREMENTS CHART ON THIS SHEET. 2. CONTRACTOR MUST IMPLEMENT THE EROSION AND SEDIMENT CONTROL PLAN APPROVED FOR THIS PROJECT BY THE DIVISION OF LAND RESOURCES OR BY AN APPROVED LOCAL PROGRAM. 3. CONTRACTOR MUST KEEP RAIN GAUGE ON SITE. 4. CONTRACTOR MUST INSPECT ALL EROSION AND SEDIMENT CONTROL MEASURES AT LEAST ONCE A WEEK AND WITHIN 24 HOURS AFTER ANY STORM EVENT GRATER THAN A HALF INCH (DURING 24 HOUR PERIOD). MUST TAKE IMMEDIATE CORRECTIVE ACTION FOR ANY DEVICE FAILURE. 5. CONTRACTOR MUST INSPECT ALL OUTLETS WHERE STORMWATER RUNOFF LEAVES THE SITE AND EVALUATE THE EFFECT ON NEARBY STREAMS OR WETLANDS. CORRECTIVE ACTION MUST BE TAKEN IF SEDIMENT IS DEPOSITED OFF SITE OR INTO A STREAM OR WETLAND, OR CAUSES A VISIBLE INCREASE IN TURBIDITY OF ANY WATERBODY. 6. CONTRACTOR MUST KEEP RECORDS OF THESE INSPECTIONS AND ANY CORRECTIVE ACTIONS TAKEN. LEGEND EXISTING CONDITIONS PROPOSED 1. ALL CONSTRUCTION OUTSIDE RIGHTS-OF-WAY SHALL TAKE PLACE WITHIN THE PERMANENT AND TEMPORARY ACCESS EASEMENTS SHOWN. CONTRACTOR SHALL NOT LAY ANY PIPELINES OUTSIDE OF PERMANENT EASEMENTS. IF LINES MUST BE MOVED FOR ANY REASON, THE OWNER WILL SECURE ANY REQUIRED EASEMENTS PRIOR TO MOVING ANY LINES. 1.1. LEGAL DESCRIPTIONS FOR PROPOSED EASEMENTS BY OTHERS. 2. CONTRACTOR SHALL REPAIR ALL DISTURBED AREAS TO EQUAL OR BETTER CONDITION THAN THE ORIGINAL SITE, OR AS NOTED. 3. LOCATIONS OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE ONLY. EXACT LOCATIONS ARE TO BE VERIFIED IN THE FIELD BY THE CONTRACTOR. AT LEAST THREE DAYS PRIOR TO CONSTRUCTION, CONTRACTOR MUST NOTIFY EXISTING UTILITY OWNERS. CALL 811 BEFORE YOU DIG. 4. CONTRACTOR SHALL FIELD LOCATE ALL BURIED TELEPHONE, FIBER OPTIC, AND CABLE LINES IN CONFLICT WITH THE PROPOSED UTILITY LINE. WHERE NECESSARY, EXISTING BURIED TELEPHONE, FIBER OPTIC, AND CABLE LINES SHALL BE TEMPORARILY MOVED DURING CONSTRUCTION OF THE PROPOSED UTILITY LINE AND RE-LAID AT NO ADDITIONAL COST TO THE OWNER. 5. IN LOCATIONS WHERE BORE AND JACK OR HORIZONTAL DIRECTIONAL DRILLING ARE PROPOSED IN THE PLANS, ALL EXISTING UTILITY LINES (WATER, SEWER, TELEPHONE, ETC.) LOCATIONS SHALL BE HORIZONTALLY AND VERTICALLY CONFIRMED PRIOR TO ANY CONSTRUCTION ACTIVITIES. 6. ALL WORK NEAR AND AROUND WATERWAYS MUST CONFORM TO THE RULES OF THE STATE OF NORTH CAROLINA. 7. CONTRACTOR MUST PROVIDE EROSION CONTROL DEVICES TO CONTROL RUNOFF FROM THE CONSTRUCTION SITE. CONTRACTOR WILL BE RESPONSIBLE FOR ANY FINES THAT MAY BE LEVIED DUE TO POLLUTION CREATED DURING CONSTRUCTION. 8. CONTRACTOR SHALL FOLLOW ALL FEDERAL, STATE AND LOCAL HEALTH AND SAFETY REGULATIONS PERTAINING TO CONSTRUCTION OPERATIONS. 9. SEWER FORCE MAINS AND WATER LINES SHALL HAVE 3'-6" MINIMUM COVER UNLESS OTHERWISE SHOWN ON THE DRAWINGS. 10. WATER AND SEWER LINES SHALL HAVE A MINIMUM 10' HORIZONTAL SEPARATION OR A MINIMUM 18" VERTICAL SEPARATION WITH THE WATER OVER SEWER, OR BOTH WATER AND SEWER LINES SHALL BE DUCTILE IRON PIPE 10' EITHER SIDE OF THE CROSSING. 11. SEWER AND STORM SEWER LINES SHALL HAVE A MINIMUM 18" VERTICAL SEPARATION (24" VERTICAL SEPARATION IN NCDOT ROW). IF 18" (24" - NCDOT ROW) SEPARATION IS NOT OBTAINABLE, DUCTILE IRON PIPE SHALL BE USED FOR THE SEWER LINE OR A SUPPORTING MATERIAL SUCH AS FLOWABLE FILL SHALL BE INSTALLED BETWEEN THE PIPES. 12. SEE PROJECT TECHNICAL SPECIFICATIONS FOR ADDITIONAL INFORMATION IN REFERENCE TO APPROVED MATERIALS, INSTALLATION, INSPECTIONS, TESTING, ETC. 13. UNLESS OTHERWISE NOTED, ALL BURIED PIPE SHALL BE INSTALLED WITH PUSH-ON OR MECHANICAL JOINTS AND EXPOSED PIPING SHALL BE FLANGED JOINT. 14. CONTRACTOR SHALL NOTIFY THE ENGINEER AFTER EXISTING BURIED UTILITIES HAVE BEEN LOCATED AND 24 HOURS PRIOR TO CONSTRUCTION. 15. LOCATIONS SHOWN FOR SANITARY SEWER SERVICES ARE ASSUMED. COORDINATE LOCATIONS OF ALL PROPOSED SEWER SERVICE CONNECTIONS WITH PROPERTY OWNER PRIOR TO CONSTRUCTION. 16. CONTRACTOR SHALL FIELD VERIFY ALL PROPOSED MANHOLE TOP ELEVATIONS AND EXISTING MANHOLE INVERTS PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. CONTRACTOR SHALL ADJUST ALL PROPOSED SEWER STRUCTURES TO MATCH FINISHED PAVEMENT ELEVATIONS. COSTS OF RAISING STRUCTURES SHALL BE CONSIDERED INCIDENTAL TO OTHER WORK ON THE PROJECT. 17. MANHOLES AND CASTINGS SHALL MEET THE REQUIREMENTS OF OWNER AS WELL AS THE PROJECT SPECIFICATIONS. 18. 4" SANITARY SEWER SERVICE LINES SHALL BE INSTALLED AT 2.0% MINIMUM SLOPE AND SHALL BE DUCTILE IRON IN PAVED AREAS. 19. ALL FENCE DAMAGED DURING CONSTRUCTION SHALL BE REPLACED WITH LIKE MATERIALS IN A WORKMANLIKE MANNER AND IN ACCORDANCE WITH STANDARD FENCE CONSTRUCTION PRACTICES AT THE CONTRACTOR'S EXPENSE. 20. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ADJUSTMENT OF ALL UTILITY SURFACE ACCESSES WHETHER HE PERFORMS THE WORK OR A UTILITY COMPANY PERFORMS THE WORK. 21. CONTRACTOR SHALL MAINTAIN SEWAGE FLOW IN SEWER SYSTEM AT ALL TIMES AND SHALL PROVIDE BYPASS PUMPING AND/OR PIPING AS REQUIRED. NO SANITARY SEWER OVERFLOWS ARE PERMITTED. 22. CONTRACTOR SHALL NOTIFY HOMEOWNERS OF ANY UTILITY SHUTDOWNS A MINIMUM OF 48 HOURS IN ADVANCE. THIS NOTIFICATION SHALL INCLUDE LETTERS OR DOORHANGERS AND SHALL PROVIDE CONTRACTOR CONTACT INFORMATION AND DATES AND TIMES OF THE SHUTDOWN. NOTIFICATION DOCUMENTS SHALL BE COORDINATED WITH THE CITY OF OXFORD. 23. CONTRACTOR SHALL REPLACE ANY CUT OR DAMAGED WATER SERVICES FROM THE MAIN TO THE METER AT NO ADDITIONAL EXPENSE TO THE OWNER. 24. THE CONTRACTOR SHALL NOTIFY JOHNSTON COUNTY PUBLIC UTILITIES 48 HOURS PRIOR TO MAKING ANY CONNECTION TO JOHNSTON COUNTY WATER OR SEWER LINES. 1. CONTRACTOR SHALL EXERCISE CARE, ESPECIALLY AT INTERSECTIONS AND DITCHES, TO PROVIDE POSITIVE DRAINAGE. ANY AREAS WHERE WATER IS IMPOUNDED AS A RESULT OF THIS CONSTRUCTION SHALL BE CORRECTED BY CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. POSITIVE DRAINAGE OF ALL ROADWAY AREAS TO THE STORM DRAIN INLETS OR OTHER ACCEPTABLE DRAINAGE CHANNELS SHALL BE MAINTAINED AT ALL TIMES. 2. CONTRACTOR SHALL MAINTAIN EXISTING STREAMS, DITCHES, DRAINAGE STRUCTURES, CULVERTS AND FLOWS AT ALL TIMES DURING THE WORK. CONTRACTOR SHALL PAY FOR ALL PERSONAL INJURY AND PROPERTY DAMAGE WHICH MAY OCCUR AS A RESULT OF FAILING TO MAINTAIN ADEQUATE DRAINAGE. 3. ALL PIPES, DRAINAGE INLETS AND OTHER STRUCTURES UNCOVERED DURING CONSTRUCTION SHALL BE INSPECTED BY THE OWNER BEFORE BEING BACKFILLED OR BURIED. THE OWNER MAY REQUIRE CONTRACTOR, AT NO ADDITIONAL COST TO THE OWNER, TO UNCOVER AND RE-COVER SUCH STRUCTURES IF THEY HAVE BEEN BACKFILLED OR BURIED WITHOUT SUCH INSPECTION. 4. IN THE EVENT EXCESSIVE GROUNDWATER OR SPRINGS ARE ENCOUNTERED WITHIN THE LIMITS OF CONSTRUCTION, THE CONTRACTOR SHALL INSTALL NECESSARY UNDER DRAINS AND STONE AS DIRECTED BY THE ENGINEER. ALL WORK SHALL BE PAID BASED UPON UNIT BIDS, UNLESS SPECIFIED OTHERWISE. 1. UNLESS OTHERWISE NOTED ON THE PLANS OR IN THE SPECIFICATIONS, IN AREAS OUTSIDE OF NCDOT RIGHT-OF-WAYS, ALL FILL MATERIALS SHALL BE COMPACTED TO 95% OF THE THEORETICAL MAXIMUM DENSITY AS DETERMINED BY AASHTO-99 METHOD A, WITHIN PLUS OR MINUS 2% OF OPTIMUM MOISTURE, FOR THE FULL WIDTH AND DEPTH OF THE FILL. ALL FILL MATERIAL UNDER PAVED AREAS SHALL BE NCDOT #21B CRUSHED STONE, APPROVED SOIL, OR SELECTED MATERIAL, 95% COMPACTED WITH CBR OF 30, COMPACTED IN 6-INCH DEEP LIFTS AS DIRECTED BY THE PROJECT INSPECTOR. 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, AND LOCATIONS PRIOR TO BEGINNING WORK, AND IMMEDIATELY NOTIFY THE OWNER AND ENGINEER IN THE EVENT THERE ARE ANY DISCREPANCIES BETWEEN SUCH CONDITIONS AND THOSE SHOWN ON THE PLANS AND SPECIFICATIONS. 3. GENERAL CONSTRUCTION SEQUENCING NOTES: 3.1. CONTRACTOR MAY PROCEED WITH FORCE MAIN INSTALLATION WHILE KEEPING EXISTING FORCE MAIN IN SERVICE. 3.2. AFTER COMPLETION OF FORCE MAIN PIPING AND PRIOR TO MAKING FINAL CONNECTIONS CONTRACTOR SHALL PERFORM ALL TESTING ON MAIN. 3.3. PRIOR TO MAKING FINAL CONNECTIONS TO EXISTING FORCE MAIN, CONTRACTOR SHALL PROVIDE A MINIMUM OF 7 DAYS NOTICE TO JOHNSTON COUNTY TO COORDINATE TEMPORARY SHUTOFF FOR FINAL CONNECTIONS. FINAL CONNECTIONS SHALL BE COMPLETED WITHIN 4 HOURS SUCH THAT FLOW MAY CONTINUE. 3.4. FOR SPECIFIC PROJECT CONSTRUCTION SEQUENCE, SEE EROSION CONTROL NOTES AND DETAILS, SEE SHEETS C-504 - C-506. 4. CONTRACTOR SHALL HAVE THE EROSION CONTROL PERMIT FROM NCDEQ, DEMLR RALEIGH REGIONAL OFFICE, CERTIFICATE OF COVERAGE (COC), AND APPROVED PLANS ON SITE. CONTACT THE DELMR RALEIGH REGIONAL OFFICE AT LEAST 48 HOURS PRIOR TO COMMENCING ANY LAND-DISTURBING ACTIVITY AT (919) 791-4200 PRIOR TO WORK COMMENCING. A PRE-CONSTRUCTION MEETING WITH THE OWNER, ENGINEER AND NCDEQ SHALL BE HELD PRIOR TO THE START OF ANY WORK. 5. CONSTRUCTION SHALL BE LIMITED TO 2000' OF CONTIGUOUS ROAD CORRIDOR UNTIL ALL CUTS, FILLS, AND DITCHES ARE STABILIZED FOR THAT 2000' SECTION. ENTIRE AREA TO BE TRENCHED SHALL BE CLEARED AND GRUBBED. NO FILL SHALL BE PLACED ON ANY AREA NOT CLEARED AND GRUBBED. UPON STABILIZATION OF THAT SECTION ANOTHER 2000' SECTION CAN BE CONSTRUCTED AND STABILIZED. 6. INSTALL ALL EROSION CONTROL MEASURES AS REQUIRED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES, DIVISION OF ENERGY, MINERAL AND LAND RESOURCES, LAND QUALITY SECTION WITHIN THE LIMITS OF CONSTRUCTION/DISTURBANCE AS SHOWN ON THE PLANS. ADEQUATE EROSION AND SEDIMENT CONTROL MEASURES MUST BE INSTALLED, MAINTAINED AND ADJUSTED AS NEEDED DURING THE DEMOLITION OR CLEARING AND GRUBBING PHASES; AS WELL AS THROUGHOUT THE DURATION OF THE PROJECT AND UNTIL PERMANENT VEGETATION ON THE PROJECT IS ESTABLISHED. SEE ADDITIONAL NOTES ON SHEET C-504. 7. CONTRACTOR IS TO PLACE PERMANENT STAKES MARKING CLEARLY THE 50' BUFFER FOR STREAMS WHERE SHOWN ON THE PLANS AND THE MARKERS ARE TO BE VISIBLE AT ALL TIMES DURING CONSTRUCTION. ALL STREAM, RIPARIAN BUFFER, AND WETLAND IMPACTS/RESTORATION SHALL BE IN ACCORDANCE WITH THE NOTES AND DETAILS ON SHEET C-507. 8. ALL STREAM CROSSINGS AND PERENNIAL STREAMS WILL BE ALIGNED WITH THE NATURAL STREAM PATTERNS ABOVE AND BELOW THE PROPOSED ROAD. ARCH CULVERTS WILL BE USED AND FOOTERS WILL BE CONSTRUCTED IN UNDISTURBED BANKS AWAY FROM THE STREAM FLOW. 9. OBTAIN CERTIFICATE OF COMPLIANCE THROUGH ON-SITE INSPECTION BY A REPRESENTATIVE OF THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT QUALITY, DIVISION OF ENERGY, MINERAL AND LAND RESOURCES, LAND QUALITY SECTION. 10. SEED AND PLACE EROSION CONTROL MATTING ON ALL CUT AND FILL SLOPES THAT ARE NOT ROCK IMMEDIATELY UPON COMPLETION OF SLOPE STABILIZATION. 11. ALL AREAS WHERE THERE IS EXPOSED DIRT SHALL BE SEEDED, FERTILIZED AND MULCHED ACCORDING TO THE SPECIFICATIONS. THE FINISHED SURFACE SHALL BE TO GRADE AND SMOOTH, FREE OF ALL ROCKS LARGER THAN 3", EQUIPMENT TRACKS, DIRT CLODS, BUMPS, RIDGES AND GOUGES PRIOR TO SEEDING; THE SURFACE SHALL BE LOOSENED TO A DEPTH OF ±4"-6" TO ACCEPT SEED. THE CONTRACTOR SHALL NOT PROCEED WITH SEEDING OPERATIONS WITHOUT FIRST OBTAINING THE OWNER'S APPROVAL OF THE GRADED SURFACE. ALL SEEDING SHALL BE PERFORMED BY A MECHANICAL "HYDRO-SEEDER". HAND SEEDING SHALL BE AUTHORIZED ON AN AREA BY AREA APPROVAL BY THE ENGINEER. DISTURBED AREAS SHOULD THEN BE MATTED WITH SHORT-TERM PHOTODEGRADABLE EROSION CONTROL MATTING. 12. MAINTAIN SOIL EROSION CONTROL MEASURES UNTIL PERMANENT GROUND COVER IS ESTABLISHED. 13. THE CONTRACTOR SHALL CONTROL ALL "DUST" BY PERIODIC WATERING AND SHALL PROVIDE ACCESS AT ALL TIMES FOR PROPERTY OWNERS WITHIN THE PROJECT AREA AND FOR EMERGENCY VEHICLES. ALL OPEN DITCHES AND HAZARDOUS AREAS SHALL BE CLEARLY MARKED IN ACCORDANCE WITH THE SPECIFICATIONS. 14. DISPOSABLE MATERIAL 14.1. CLEARING AND GRUBBING WASTES SHALL BE REMOVED FROM THE SITE AND PROPERLY DISPOSED OF BY THE CONTRACTOR AT HIS EXPENSE, UNLESS SPECIFIED OTHERWISE. 14.2. SOLID WASTES TO BE REMOVED, SUCH AS SIDEWALKS, CURBS, PAVEMENT, ETC., MAY BE PLACED IN SPECIFIC DISPOSAL AREAS DELINEATED ON THE PLANS OR REMOVED FROM THE SITE AS REQUIRED BY THE SPECIFICATIONS. THIS MATERIAL SHALL HAVE A MINIMUM COVER OF 2'. THE CONTRACTOR SHALL MAINTAIN SPECIFIED COMPACTION REQUIREMENTS IN THESE AREAS. WHEN DISPOSAL SITES ARE NOT PROVIDED, THE CONTRACTOR SHALL REMOVE THIS WASTE FROM THE SITE AND PROPERLY DISPOSE OF IT AT HIS EXPENSE. 14.3. ABANDONED UTILITIES SUCH AS CULVERTS, WATER PIPE, HYDRANTS, CASTINGS, PIPE APPURTENANCES, UTILITY POLES, ETC., SHALL BE THE PROPERTY OF THE SPECIFIC UTILITY AGENCY, OR COMPANY HAVING JURISDICTION. BEFORE THE CONTRACTOR CAN REMOVE, DESTROY, SALVAGE, REUSE, SELL OR STORE FOR HIS OWN USE ANY ABANDONED UTILITY, HE MUST PRESENT TO THE OWNER WRITTEN PERMISSION FROM THE UTILITY INVOLVED. 14.4. ON SITE BURNING IS AN ACCEPTABLE METHOD OF DISPOSING OF FLAMMABLE WASTES. WHEN BURNING IS ANTICIPATED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND MEETING GOVERNING CODES. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OR HIS REPRESENTATIVE AS TO THE SPECIFIC LOCATION OF BURNING. 14.5. AFTER BURNING IS COMPLETED, PURE ASH MAY BE DISPOSED OF BY MIXING WITH FILL DIRT. ALL MATERIAL NOT TOTALLY BURNED SHALL BE DISPOSED OF AS SPECIFIED IN "B" ABOVE. THE CONTRACTOR SHALL NOT HOLD UP WORK PROGRESS FOR THE PURPOSE OF WAITING FOR A "BURNING DAY". 15. REQUEST FINAL APPROVAL BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT QUALITY, DIVISION OF ENERGY, MINERAL AND LAND RESOURCES, LAND QUALITY SECTION 16. UPON APPROVAL, REMOVE EROSION CONTROL MEASURES AND STABILIZE THESE AREAS. 17. PERMANENT GROUND COVER FOR ALL DISTURBED AREAS SHALL BE ESTABLISHED WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION. GENERAL UTILITY NOTES GENERAL SITE/CIVIL NOTES GENERAL DRAINAGE NOTES GENERAL EARTHWORK AND EROSION CONTROL NOTES NPDES GENERAL PERMIT - NCGO1GENERAL SITE/CIVIL NOTES - CONTINUED 14. CONCRETE AND MASONRY SHALL MEET THE REQUIREMENTS OF APPROPRIATE SECTION OF NCDOT STANDARD SPECIFICATIONS FOR ROAD AND STRUCTURES (LATEST EDITION). CONCRETE SHALL HAVE A MINIMUM COMPRESSION STRENGTH AT 28 DAYS OF 4000 PSI UNLESS NOTED OTHERWISE, MEETING THE REQUIREMENTS OF SECTION 1000, CONSTRUCTED IN ACCORDANCE WITH SECTION 825. MASONRY SHALL MEET THE REQUIREMENTS OF SECTION 1040, CONSTRUCTED IN ACCORDANCE WITH SECTION 830 AND/OR 834. 15. TOPS OF PROPOSED FRAMES AND GRATES SHALL BE FLUSH WITH FINISHED GRADE UNLESS NOTED OTHERWISE IN THE PLANS OR SPECIFICATIONS. 16. CONTRACTOR IS RESPONSIBLE TO RETURN ALL DRIVEWAY ACCESSES, SIGNAGE, MAILBOXES, AND OTHER EXISTING INFRASTRUCTURE THAT WAS DAMAGED OR REMOVED FOR THE CONSTRUCTION OPERATIONS OF THE PROJECT TO ITS ORIGINAL CONDITION OR BETTER. 1. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ALL DAMAGE CAUSED BY HIS OPERATIONS TO EXISTING UTILITIES AND FACILITIES WHICH ARE NOT INCLUDED AS PART OF THE INTENDED WORK. DAMAGED UTILITIES AND FACILITIES SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR, TO THE SATISFACTION OF THE OWNERS' REPRESENTATIVE AND ENGINEER, AT CONTRACTOR'S SOLE EXPENSE. 2. THE CONTRACTOR SHALL COORDINATE HIS CONSTRUCTION OPERATIONS WITH ANY AND ALL OTHER CONSTRUCTION ACTIVITIES WHICH MAY BE OCCURRING SIMULTANEOUSLY ON THE SITE. LACK OF COORDINATION ON THE CONTRACTOR'S PART RESULTING IN EXTRA WORK OR SCHEDULE DELAYS SHALL NOT CONSTITUTE A CHANGE ORDER. 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PERTINENT TO THE WORK OF THIS CONTRACT IN THE FIELD. SIGNIFICANT DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER. 4. THE CONTRACTOR SHALL BE RESPONSIBLE AT NO ADDITIONAL COST TO THE OWNER, FOR MAINTENANCE OF ALL EROSION CONTROL MEASURES UNTIL SUCH TIME AS THE APPROPRIATE STATE, COUNTY, OR MUNICIPAL AUTHORITY RELEASES THE SITE AT WHICH TIME THE CONTRACTOR SHALL REMOVE ALL TEMPORARY EROSION CONTROL MEASURES AS DIRECTED BY THE ENGINEER. 5. CONSTRUCTION AND MAINTENANCE OF ALL EROSION CONTROL MEASURES SHALL BE IN ACCORDANCE WITH THE CORRESPONDING SECTIONS OF THE NORTH CAROLINA EROSION AND SEDIMENTATION CONTROL PLANNING AND DESIGN MANUAL, LATEST EDITION AND THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN. 6. THE LOCATION OF ALL STRUCTURES SHOWN IS BASED ON GIS MAPPING AND ON THE GROUND SURVEY AND REPRESENTS THE BEST INFORMATION AVAILABLE TO THE ENGINEER AT THE TIME OF THE SURVEY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION, SIZE, AND TYPE OF ALL UNDERGROUND UTILITIES DURING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RELOCATION (AS DIRECTED BY THE ENGINEER) OF ANY CONFLICTING UNDERGROUND UTILITIES, IF REQUIRED, AT NO ADDITIONAL COST TO THE OWNER. IT IS ADVISABLE THE CONTRACTOR VISIT THE SITE PRIOR TO BIDDING AND BECOME FAMILIAR WITH THE SITE AND ANY POTENTIAL CONFLICTS. 7. THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION STAKING AND LAYOUT. 8. THE CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES THE CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO THE NORMAL WORKING HOURS. THE CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXEMPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 9. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE AND DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES, INCLUDING, BUT NOT LIMITED TO BRACING AND SHORING. OBSERVATION VISITS TO THE SITE BY THE ENGINEER AND/OR THE ENGINEER'S REPRESENTATIVE(S) SHALL NOT INCLUDE INSPECTION OF THE PROTECTIVE MEASURES OR THE CONSTRUCTION PROCEDURES. 10. ALL WORK WITHIN NCDOT RIGHTS-OF-WAY SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES. 11. CONTRACTOR SHALL NOTIFY THE PROPER LOCAL AUTHORITIES 24 HOURS PRIOR TO ANY ROAD BEING CLOSED FOR CONSTRUCTION, INCLUDING BUT NOT LIMITED TO LOCAL NEWSPAPER, RADIO STATION, FIRE DEPARTMENT, COUNTY SHERIFF'S DEPARTMENT, AMBULANCE, AND COUNTY EMERGENCY AGENCY. ALL TRAFFIC CONTROL SHALL CONFORM TO THE REQUIREMENTS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION. 12. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING ROADS DURING CONSTRUCTION AND SHALL REPAIR ROADS PER REQUIREMENTS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION AT NO DDITIONAL COST TO THE OWNER. NO OPEN CUTS OF EXISTING ROADS SHALL BE ALLOWED EXCEPT WHERE INDICATED ON THE DRAWINGS OR WHERE SPECIFIC PERMISSION IS GRANTED BY THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION. SAND OR A SIMILAR MATERIAL APPROVED BY THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION SHALL BE PLACED ON THE ROAD TO AID IN THE CLEAN UP AFTER CONSTRUCTION. A MINIMUM OF 2" OF SAND SHALL BE PLACED ON THE ROAD PRIOR TO STOCKPILING SPOIL MATERIAL ON THE ROAD SURFACE TO FACILITATE CLEANUP. 13. CONTRACTOR SHALL VERIFY ALL ELEVATIONS BEFORE INSTALLATION OF FACILITIES. 1. ALL SITE BOUNDARY INFORMATION IS FROM JOHNSTON COUNTY GEOGRAPHICAL INFORMATION SYSTEM (GIS) AND RECORDED PLATS/DEEDS COLLECTED FROM JOHNSTON COUNTY REGISTER OF DEEDS AND SHOULD BE CONSIDERED APPROXIMATE. 2. TOPOGRAPHIC INFORMATION WAS RETRIEVED FROM NORTH CAROLINA'S SPATIAL DATA DOWNLOAD, UTILIZING QL2 LIDAR. THIS TOPOGRAPHIC INFORMATION WAS SUPPLMENTED IN SOME LOCATIONS WITH ON THE GROUND SURVEY 3. ALL ROADWAY CROSSING TOPOGRAPHY AND LOCATION INFORMATION IS FROM A SURVEY PREPARED BY JERRY BALL LAND SURVEYING, PC, 205 S. POLLOCK STREET SELMA, NC, 27576 IN AN ELECTRONIC FORMAT RECEIVED ON THE FOLLOWING DATES: 01/08/2020, 02/19/2020, 03/20/2020, AND 05/13/2020. 4. WETLAND BOUNDARY LOCATION PREPARED BY MCGILL ASSOCIATES. 5. EXISTING WATER AND SEWER UTILITIES LOCATION/SIZES OUTSIDE OF SURVEYED ROADWAY CROSSINGS ARE FROM AS-BUILTS PROVIDED BY JOHNSTON COUNTY PUBLIC UTILITIES DEPARTMENT AND JOHNSTON COUNTY GIS. 6. ADDITIONAL FEATURES ON THE ROUTE WERE LOCATED BASED ON A SITE VISIT WITH A HANDHELD GPS UNIT AND WITH 2017 ORTHOIMAGERY FROM NORTH CAROLINA ONEMAP. 7. THE EASTERN PORTION OF THE PROJECT, ADJACENT TO THE PINE LEVEL PUMP STATION IS WITHIN A FEMA DESIGNATED FLOODPLAIN AND IS DELINEATED IN THE PLANS. 7.1. FIRM PANEL: 3720262400K EXISTING CONDITIONS NOTE GROUND STABILIZATION TABLE SITE AREA DESCRIPTION STABILIZATION TIME FRAME STABILIZATION TIME FRAME EXCEPTIONS PERIMETER DIKES, SWALES, DITCHES, AND SLOPES 7 DAYS NONE HIGH QUALITY WATER (HQW) ZONES 7 DAYS NONE SLOPES STEEPER THAN 3:1 7 DAYS IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED SLOPES 3:1 OR FLATTER 14 DAYS 7-DAYS FOR SLOPES GREATER THAN 50 FEET IN LENGTH ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1 14 DAYS NONE (EXPCEPT FOR PERIMETERS AND HQW ZONES) "EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITY BASED ON WEATHER OR SITE-SPECIFIC CONDITIONS THAT MAKE COMPLIANCE IMPRACTICABLE" (NCGO1 - SECTION II.B(2)(b)) AL ALALALFINAL DRAWING - FOR REVIEW PURPOSES ONLY - NOT RELEASED FOR CONSTRUCTION P:\2019\19.01806-JOHNSTONCONC-PINE LEVEL FORCEMAIN\DRAWINGS\SHEETS\G-003 INDEX SHEET.DWG PLOT DATE 10/21/2020 3:21 PM SPENCER MEEKINSNO. DATE BY DESCRIPTION SHEET OFFICE MANAGER PROJECT MANAGER DESIGNER REVIEWER DATE PROJECT #FUNDING # G-003 12" FORCE MAIN OVERALL LAYOUT INDEX SHEET 19.01806OCTOBER 21, 2020 SWM DCS BJR PINE LEVEL SEWER FORCE MAIN REPLACEMENTJOHNSTON COUNTY JOHNSTON COUNTY, NORTH CAROLINA N/A 5400 Trinity Road Suite 107 Raleigh, NC 27607 919.378.9111 NC Firm License # C-0459 mcgillassociates.com DIVISION VALUE = FEETGRAPHIC SCALE 0 500 500 250 500 1000 RCALL811BEFOREYOU D GI S A FE DIGGING P ARTNER19.01806 JOHNSTON COUNTY - PINE LEVEL SEWER FORCE MAIN REPLACEMENTSH. C-113 SH. C-112 SH. C-111 SH. C-110 SH. C-109 SH. C-108 SH. C-107 SH. C-106 SH. C-105 SH. C-104 SH. C-103 SH. C-102 SH. C-101 US INT E R ST AT E 95 US H I G H W A Y 7 0 US H IGHWAY 70 US HIG H W A Y 7 0 B Y P A S S US HI G H W A Y 7 0 A L T . US HI G H W A Y 7 0 A L T .FIRETOWER ROAD (SR 2305)FIRETOWER ROAD (SR 2305)W. B L A N C H E S T R E E T . ( S R 2 3 7 4 ) W. BLANCHE STR E E T . ( S R 2 3 7 4 ) US HIGHWAY 7 0 A L T . PI N E L E V E L - S E L M A R O A D ( S R 1 9 2 7 ) NO R F O L K S O U T H E R N R A I L R O A D W. P I N E S T R E E T W. M A I N S T R E E T ( S R 1 9 2 7 )N. PEEDIN AVENUE (SR 2309)NO R F O L K S O U T H E R N R A I L R O A DCATHERINE STREETCAROLYN DRIVEPINE LEVEL-MICRO ROAD (SR 2309)FUTRELL ROADHOLT STREETTOWN OF SELMA TOWN OF PINE LEVEL PINE LEVEL NORTH PUMP STATION SH. C-114 GOR-AN FARM ROADPROP. 12" FORCE MAINEX. 6" FORCE MAIN TO REMAIN IN SERVICE JR ROAD OUTL ET C E NT E R DRIVEEX. 6" FORCE MAIN TO BE ABANDONED EX. 6" FORCE MAIN TO BE TRANSFERRED TO TOWN OF PINE LEVEL EX. 6" FORCE MAIN TO BE ABANDONED N/FFUTRELL, JIMMIEOLIVER, EDWINA H.NCPIN: 262415-54-5743 N/FJOHNSTON COUNTYNCPIN: 262415-53-5320BK 05182 PG 0248 N/FWOOL, ROBERT C.WOOL, EVELYN L.NCPIN: 262415-63-0054BK 04361 PG 0542 N/FJOHNSTON COUNTYNCPIN: 262415-53-4201BK 05182 PG 0236 N/FKORNEGAY, DANIEL F. JR.KOENEGAY, PAULA S.NCPIN: 262414-33-7734BK 04039 PG 0385 FINAL DRAWING - FOR REVIEW PURPOSES ONLY - NOT RELEASED FOR CONSTRUCTION P:\2019\19.01806-JOHNSTONCONC-PINE LEVEL FORCEMAIN\DRAWINGS\SHEETS\C-101-104 12IN FORCE MAIN P-P STA 10+00 - 71+00.DWG PLOT DATE 10/21/2020 3:24 PM SPENCER MEEKINSNO. DATE BY DESCRIPTION SHEET OFFICE MANAGER PROJECT MANAGER DESIGNER REVIEWER DATE PROJECT #FUNDING # C-101 12" FORCE MAIN PLAN AND PROFILE STA. 10+00 - 23+50 19.01806OCTOBER 21, 2020 SWM DCS BJR PINE LEVEL SEWER FORCE MAIN REPLACEMENTJOHNSTON COUNTY JOHNSTON COUNTY, NORTH CAROLINA N/A 5400 Trinity Road Suite 107 Raleigh, NC 27607 919.378.9111 NC Firm License # C-0459 mcgillassociates.com DIVISION VALUE = FEETGRAPHIC SCALE 50 0 25 50 100 50 0 RCALL811BEFOREYOU D GI S A FE DIGGING P ARTNER19.01806 JOHNSTON COUNTY - PINE LEVEL SEWER FORCE MAIN REPLACEMENTPROFILE STA. 10+00 - 23+50 SCALE: HORIZ. 1"= 50' VERT. 1"= 5'MATCHLINE STA. 23+50, SEE SHEET C-102PLAN STA. 10+00 - 23+50 MATCHLINE STA. 23+50SEE SHEET C-102N. PEEDIN AVE. (SR 2309)(60' RIGHT-OF-WAY)INSET SCALE: 1"=10' N/F KORNEGAY, DANIEL F. JR.KOENEGAY, PAULA S.NCPIN: 262414-33-7734BK 04039 PG 0385 N/FCREECH, MERLEON G.ARTHUR, TERESA C.NCPIN: 262400-36-1249BK 04202 PG 0141 N/F KORNEGAY, DANIEL F. JR.KOENEGAY, PAULA S.NCPIN: 262414-33-7734BK 04039 PG 0385 N/FKORNEGAY, DANIEL F. JR.KOENEGAY, PAULA S.NCPIN: 262414-33-7734BK 04039 PG 0385 N/FFUTRELL, JIMMIEOLIVER, EDWINA H.NCPIN: 262415-54-5743 N/FKORNEGAY, DANIEL F. JR.KOENEGAY, PAULA S.NCPIN: 262414-33-7734 BK 04039 PG 0385 FINAL DRAWING - FOR REVIEW PURPOSES ONLY - NOT RELEASED FOR CONSTRUCTION P:\2019\19.01806-JOHNSTONCONC-PINE LEVEL FORCEMAIN\DRAWINGS\SHEETS\C-101-104 12IN FORCE MAIN P-P STA 10+00 - 71+00.DWG PLOT DATE 10/21/2020 3:26 PM SPENCER MEEKINSNO. DATE BY DESCRIPTION SHEET OFFICE MANAGER PROJECT MANAGER DESIGNER REVIEWER DATE PROJECT #FUNDING # C-102 12" FORCE MAIN PLAN AND PROFILE STA. 23+50 - 39+50 19.01806OCTOBER 21, 2020 SWM DCS BJR PINE LEVEL SEWER FORCE MAIN REPLACEMENTJOHNSTON COUNTY JOHNSTON COUNTY, NORTH CAROLINA N/A 5400 Trinity Road Suite 107 Raleigh, NC 27607 919.378.9111 NC Firm License # C-0459 mcgillassociates.com DIVISION VALUE = FEETGRAPHIC SCALE 50 0 25 50 100 50 0 RCALL811BEFOREYOU D GI S A FE DIGGING P ARTNER19.01806 JOHNSTON COUNTY - PINE LEVEL SEWER FORCE MAIN REPLACEMENTPLAN STA. 23+50 - 39+50 MATCHLINE STA. 39+50SEE SHEET C-103MATCHLINE STA. 23+50SEE SHEET C-101MATCHLINE STA. 28+50SEE THIS SHEETMATCHLINE STA . 28+50SEE TH IS SHEET PROFILE STA. 23+50 - 39+50 SCALE: HORIZ. 1"= 50' VERT. 1"= 5'MATCHLINE STA. 39+50, SEE SHEET C-103MATCHLINE STA. 23+50, SEE SHEET C-101 N/FWATERS AND BROCKCOMMUNICATIONS INC.NCPIN: 262413-13-8973BK 04311 PG 0963PB 75 PG 454 N/FWATERS AND BROCKCOMMUNICATIONS INC.NCPIN: 262413-23-2784BK 04393 PG 0635PB 75 PG 454 N/FSTRICKLAND, GEORGE R.NCPIN: 262413-13-9108BK 00864 PG 0121 N/FJOHNSON, CARLA T. 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JR.KOENEGAY, PAULA S.NCPIN: 262414-33-7734BK 04039 PG 0385 FINAL DRAWING - FOR REVIEW PURPOSES ONLY - NOT RELEASED FOR CONSTRUCTION P:\2019\19.01806-JOHNSTONCONC-PINE LEVEL FORCEMAIN\DRAWINGS\SHEETS\C-101-104 12IN FORCE MAIN P-P STA 10+00 - 71+00.DWG PLOT DATE 10/21/2020 3:27 PM SPENCER MEEKINSNO. DATE BY DESCRIPTION SHEET OFFICE MANAGER PROJECT MANAGER DESIGNER REVIEWER DATE PROJECT #FUNDING # C-103 12" FORCE MAIN PLAN AND PROFILE STA. 39+50 - 56+00 19.01806OCTOBER 21, 2020 SWM DCS DCS BJR PINE LEVEL SEWER FORCE MAIN REPLACEMENTJOHNSTON COUNTY JOHNSTON COUNTY, NORTH CAROLINA N/A 5400 Trinity Road Suite 107 Raleigh, NC 27607 919.378.9111 NC Firm License # C-0459 mcgillassociates.com DIVISION VALUE = FEETGRAPHIC SCALE 50 0 25 50 100 50 0 RCALL811BEFOREYOU D GI S A FE DIGGING P ARTNER19.01806 JOHNSTON COUNTY - PINE LEVEL SEWER FORCE MAIN REPLACEMENTPLAN STA. 39+50 - 56+00 MATCHLINE STA . 56+00SEE SHEET C-104MATCHLINE STA. 39+50SEE SHEET C-102PINE LEVEL-SELMA ROAD (SR 1927)MATCHLINE STA . 44+50SEE TH IS SHEET MATCHLINE STA. 44+50SEE THIS SHEETNORFOLK SOUTHERN RAILROADPROFILE STA. 39+50 - 56+00 SCALE: HORIZ. 1"= 50' VERT. 1"= 5'MATCHLINE STA. 56+00, SEE SHEET C-104MATCHLINE STA. 39+50, SEE SHEET C-102 N/FWHITE, GRACE W. 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DATE BY DESCRIPTION SHEET OFFICE MANAGER PROJECT MANAGER DESIGNER REVIEWER DATE PROJECT #FUNDING # C-104 12" FORCE MAIN PLAN AND PROFILE STA. 56+00 - 71+00 19.01806OCTOBER 21, 2020 SWM DCS BJR PINE LEVEL SEWER FORCE MAIN REPLACEMENTJOHNSTON COUNTY JOHNSTON COUNTY, NORTH CAROLINA N/A 5400 Trinity Road Suite 107 Raleigh, NC 27607 919.378.9111 NC Firm License # C-0459 mcgillassociates.com DIVISION VALUE = FEETGRAPHIC SCALE 50 0 25 50 100 50 0 RCALL811BEFOREYOU D GI S A FE DIGGING P ARTNER19.01806 JOHNSTON COUNTY - PINE LEVEL SEWER FORCE MAIN REPLACEMENTPLAN STA. 56+00 - 71+00 MATCHLINE STA. 71+00 SEE SHEET C-105MATCHLINE STA. 56+00SEE SHEET C-103W. 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DATE BY DESCRIPTION SHEET OFFICE MANAGER PROJECT MANAGER DESIGNER REVIEWER DATE PROJECT #FUNDING # C-114 US HIGHWAY 70 ALT. 6" - 4" FORCE MAIN CONNECTION 19.01806OCTOBER 21, 2020 SWM DCS BJR PINE LEVEL SEWER FORCE MAIN REPLACEMENTJOHNSTON COUNTY JOHNSTON COUNTY, NORTH CAROLINA N/A 5400 Trinity Road Suite 107 Raleigh, NC 27607 919.378.9111 NC Firm License # C-0459 mcgillassociates.com DIVISION VALUE = FEETGRAPHIC SCALE 50 0 25 50 100 50 0 RCALL811BEFOREYOU D GI S A FE DIGGING P ARTNER19.01806 JOHNSTON COUNTY - PINE LEVEL SEWER FORCE MAIN REPLACEMENTPLAN US HIGHWAY 70 ALT. EAST (60' RIGHT-OF-WAY)PEEDIN PARK LANEGOR-AN FARM ROAD(60' R IGHT-OF-WAY) INSET SCALE: 1"=10' FINAL DRAWING - FOR REVIEW PURPOSES ONLY - NOT RELEASED FOR CONSTRUCTION P:\2019\19.01806-JOHNSTONCONC-PINE LEVEL FORCEMAIN\DRAWINGS\SHEETS\C-115 NORTH CAROLINA RAILROAD CROSSING PLAN AND PROFILE.DWG PLOT DATE 10/21/2020 3:47 PM SPENCER MEEKINSNO. DATE BY DESCRIPTION SHEET OFFICE MANAGER PROJECT MANAGER DESIGNER REVIEWER DATE PROJECT #FUNDING # C-115 NORTH CAROLINA RAILROAD CROSSING PLAN AND PROFILE 19.01806OCTOBER 21, 2020 SWM DCS DCS BJR PINE LEVEL SEWER FORCE MAIN REPLACEMENTJOHNSTON COUNTY JOHNSTON COUNTY, NORTH CAROLINA N/A 5400 Trinity Road Suite 107 Raleigh, NC 27607 919.378.9111 NC Firm License # C-0459 mcgillassociates.com DIVISION VALUE = FEETGRAPHIC SCALE 20 0 10 20 40 20 0 RCALL811BEFOREYOU D GI S A FE DIGGING P ARTNER19.01806 JOHNSTON COUNTY - PINE LEVEL SEWER FORCE MAIN REPLACEMENTPLAN PROFILE SCALE: HORIZ. 1"= 20' VERT. 1"= 2' JOHNSTON COUNTY FOR INFORMATION OR IN WEEKDAY: (919) 934-0256 309 E. MARKET ST. SMITHFIELD, NC 27577 12" FORCE MAIN 6'-0" BELOW GRADE CASE OF RAPTURE CALL: EVENING: (919) 934-0256 WEEKEND: (919) 934-0256 MARKER DETAIL NOT TO SCALE · · · · · · · ·· ·· ·· ·· ·· CROSS SECTION PIPE DETAIL NOT TO SCALE N/FJOHNSTON COUNTYNCPIN: 262415-53-5320BK 05182 PG 0248 N/F WOOL, ROBERT C.WOOL, EVELYN L.NCPIN: 262415-63-0054BK 04361 PG 0542 N/FJOHNSTON COUNTYNCPIN: 262415-53-4201BK 05182 PG 0236     N/FFUTRELL, JIMMIE OLIVER, EDWINA H.NCPIN: 262415-54-5743 N/FKORNEGAY, DANIEL F. JR.KOENEGAY, PAULA S.NCPIN: 262414-33-7734BK 04039 PG 0385N/FKORNEGAY, DANIEL F. JR.KOENEGAY, PAULA S.NCPIN: 262414-33-7734BK 04039 PG 0385 NOTES: 1. SILT FENCE OUTLETS ARE TO BE PLACED AT THE LOW POINT AND AT 100' INTERVALS AT A MINIMUM, INCLUDE MORE SILT FENCE OUTLETS AS NECESSARY TO ALLOW DRAINAGE AND PREVENT EROSION AND SEDIMENT LOSS. 2. HORSESHOE INLET PROTECTION AND WATTLE INLET PROTECTION CAN BE USED IN LIEU OF EACH OTHER BASED ON FIELD CONDITIONS AND WHICHEVER WOULD BEST SERVE TO PREVENT EROSION AND SEDIMENT LOSS. 3. SEDIMENT CONTROL WATTLES IN DITCHES ARE TO BE REPLACED BY ROCK CHECK DAMS WHERE THE EXISTING DITCH VELOCITY IS TOO GREAT OR AS NEEDED TO PREVENT EROSION AND SEDIMENT LOSS. 4. ALL STOCKPILING/STAGING, DEMOLITION, AND CONSTRUCTION SHALL BE PREFORMED WITHIN THE LIMITS OF DISTURBANCE. 5. ALL CONCRETE WASHOUTS AND STOCKPILES, WHEN REQUIRED, SHALL BE A MINIMUM OF 50' AWAY FROM ALL STORM DRAIN INLETS, TEMPORARY DIVERSIONS, CHANNELS, AND ANY SURFACE WATER BODIES. 6. STABILIZE ALL DISTURBED EXISTING DITCHES WITH THE SWALE MATTING PRESCRIBED IN DETAIL EC-8, ON SHEET C-506.P:\2019\19.01806-JOHNSTONCONC-PINE LEVEL FORCEMAIN\DRAWINGS\SHEETS\C-201 - 204 SEC PLAN STA 10+00 - 84+50.DWG PLOT DATE 10/21/2020 3:52 PM SPENCER MEEKINSNO. DATE BY DESCRIPTION SHEET OFFICE MANAGER PROJECT MANAGER DESIGNER REVIEWER DATE PROJECT #FUNDING # C-201 SEDIMENTATION AND EROSION CONTROL PLAN STA. 10+00 - 30+00 19.01806OCTOBER 21, 2020 SWM DCS BJR PINE LEVEL SEWER FORCE MAIN REPLACEMENTJOHNSTON COUNTY JOHNSTON COUNTY, NORTH CAROLINA N/A 5400 Trinity Road Suite 107 Raleigh, NC 27607 919.378.9111 NC Firm License # C-0459 mcgillassociates.com DIVISION VALUE = FEETGRAPHIC SCALE 30 15 30 60 30 0 RCALL811BEFOREYOU D GI S A FE DIGGING P ARTNER19.01806 JOHNSTON COUNTY - PINE LEVEL SEWER FORCE MAIN REPLACEMENTPLAN STA. 10+00 - 20+00 MATCHLIN E S T A. 1 4 + 0 0 SEE THIS S H E E T N. PEEDIN AVE. (SR 2309)(60' RIGHT-OF-WAY)PLAN STA. 20+00 - 30+00 MATCHLIN E S T A. 1 4 + 0 0 SEE THIS S H E E T MATCHLINE STA. 20+00SEE THIS SHEETMATCHLINE STA. 20+00SEE THIS SHEETMA T C H L I N E S T A . 3 0 + 0 0 S E E S H E E T C - 2 0 2 FINAL DRAWING - FOR REVIEW PURPOSES ONLY - NOT RELEASED FOR CONSTRUCTIONN. PEEDIN AVE. (SR 2309)(60' RIGHT-OF-WAY) N/FCREECH, MERLEON G.ARTHUR, TERESA C.NCPIN: 262400-36-1249BK 04202 PG 0141 N/FKORNEGAY, DANIEL F. JR.KOENEGAY, PAULA S.NCPIN: 262414-33-7734BK 04039 PG 0385   N/FHINTON, WILLIAM R.PARRISH, DEBORAH H.NCPIN: 262414-23-6066BK 03341 PG 0539 N/FHINTON, WILLIAM R.PARRISH, DEBORAH H.NCPIN: 262414-23-8043BK 03341 PG 0539 N/FNORTH CAROLINARAILROAD CO.NCPIN: 262414-23-8531BK 03729 PG 0763 N/FNORTH CAROLINARAILROAD CO.NCPIN: 262414-23-9465BK 03409 PG 0613 N/FTOWN OF PINE LEVELNCPIN: 262414-33-1316BK 05143 PG 0544 N/FKORNEGAY, DANIEL F. JR. KOENEGAY, PAULA S.NCPIN: 262414-33-7734BK 04039 PG 0385 N/FKORNEGAY, DANIEL F. JR.KOENEGAY, PAULA S.NCPIN: 262414-33-7734BK 04039 PG 0385                             NOTES: 1. SILT FENCE OUTLETS ARE TO BE PLACED AT THE LOW POINT AND AT 100' INTERVALS AT A MINIMUM, INCLUDE MORE SILT FENCE OUTLETS AS NECESSARY TO ALLOW DRAINAGE AND PREVENT EROSION AND SEDIMENT LOSS. 2. HORSESHOE INLET PROTECTION AND WATTLE INLET PROTECTION CAN BE USED IN LIEU OF EACH OTHER BASED ON FIELD CONDITIONS AND WHICHEVER WOULD BEST SERVE TO PREVENT EROSION AND SEDIMENT LOSS. 3. SEDIMENT CONTROL WATTLES IN DITCHES ARE TO BE REPLACED BY ROCK CHECK DAMS WHERE THE EXISTING DITCH VELOCITY IS TOO GREAT OR AS NEEDED TO PREVENT EROSION AND SEDIMENT LOSS. 4. ALL STOCKPILING/STAGING, DEMOLITION, AND CONSTRUCTION SHALL BE PREFORMED WITHIN THE LIMITS OF DISTURBANCE. 5. ALL CONCRETE WASHOUTS AND STOCKPILES, WHEN REQUIRED, SHALL BE A MINIMUM OF 50' AWAY FROM ALL STORM DRAIN INLETS, TEMPORARY DIVERSIONS, CHANNELS, AND ANY SURFACE WATER BODIES. 6. STABILIZE ALL DISTURBED EXISTING DITCHES WITH THE SWALE MATTING PRESCRIBED IN DETAIL EC-8, ON SHEET C-506. FINAL DRAWING - FOR REVIEW PURPOSES ONLY - NOT RELEASED FOR CONSTRUCTION P:\2019\19.01806-JOHNSTONCONC-PINE LEVEL FORCEMAIN\DRAWINGS\SHEETS\C-201 - 204 SEC PLAN STA 10+00 - 84+50.DWG PLOT DATE 10/21/2020 3:54 PM SPENCER MEEKINSNO. DATE BY DESCRIPTION SHEET OFFICE MANAGER PROJECT MANAGER DESIGNER REVIEWER DATE PROJECT #FUNDING # C-202 SEDIMENTATION AND EROSION CONTROL PLAN STA. 30+00 - 47+50 19.01806OCTOBER 21, 2020 SWM DCS BJR PINE LEVEL SEWER FORCE MAIN REPLACEMENTJOHNSTON COUNTY JOHNSTON COUNTY, NORTH CAROLINA N/A 5400 Trinity Road Suite 107 Raleigh, NC 27607 919.378.9111 NC Firm License # C-0459 mcgillassociates.com DIVISION VALUE = FEETGRAPHIC SCALE 30 15 30 60 30 0 RCALL811BEFOREYOU D GI S A FE DIGGING P ARTNER19.01806 JOHNSTON COUNTY - PINE LEVEL SEWER FORCE MAIN REPLACEMENTPLAN STA. 30+00 - 39+00 PLAN STA. 39+00 - 47+50MATCHLINE STA. 30+00SEE SHEET C-201MATCHLINE STA. 39+00SEE THIS SHEETMATCHLINE STA. 39+00SEE THIS SHEETMATCHLINE STA. 47+50SEE SHEET C-203PINE LEVEL -SELMA ROAD (SR 1927 )NORFOLK SOUTHERN RA ILROAD N/FWATERS AND BROCK COMMUNICATIONS INC.NCPIN: 262413-13-8973BK 04311 PG 0963PB 75 PG 454 N/FWATERS AND BROCKCOMMUNICATIONS INC.NCPIN: 262413-23-2784BK 04393 PG 0635PB 75 PG 454 N/FSTRICKLAND, GEORGE R.NCPIN: 262413-13-9108BK 00864 PG 0121 N/FJOHNSON, CARLA T.JOHNSON, RICHARD N.NCPIN: 262413-23-1442BK 03000 PG 0400 N/FWATERS, WAYNE G.WATERS, SARAHNCPIN: 262413-23-2163BK 01060 PG 0709 N/FPARRISH, DEBORAH H.HINTON, WILLIAM R.NCPIN: 262413-23-4088BK 03341 PG 0532 N/FGUILFORD, GLADYS P.HEIRSNCPIN: 262414-23-5593 N/FWATERS AND BROCKCOMMUNICATIONS INC.NCPIN: 262413-13-8973BK 04311 PG 0963PB 75 PG 454 THOMAS, BETH W.NCPIN: 262413-13-4175BK 04344 PG 0118 N/FBAKER, CLINTON JR.BAKER, DEBORAH B.NCPIN: 262413-03-9941BK 03966 PG 0384PB 75 PG 454 N/FTHOMAS, JOHN G.THOMAS, BETH W. NCPIN: 262413-13-4175BK 04344 PG 0118        N/FWHITE, GRACE W. LIFEESTATEWHITE, JAMES A.REMAINDERNCPIN: 262413-13-0024BK 02893 PG 0507 N/FTHOMAS, JOHN G.THOMAS, BETH W.NCPIN: 262413-13-4175BK 04344 PG 0118 NCPIN: 262413-03-9941BK 03966 PG 0384 N/F BAKER, CLINTON JR.BAKER, DEBORAH B.NCPIN: 262413-03-9941 BK 03966 PG 0384PB 75 PG 454         NOTES: 1. SILT FENCE OUTLETS ARE TO BE PLACED AT THE LOW POINT AND AT 100' INTERVALS AT A MINIMUM, INCLUDE MORE SILT FENCE OUTLETS AS NECESSARY TO ALLOW DRAINAGE AND PREVENT EROSION AND SEDIMENT LOSS. 2. HORSESHOE INLET PROTECTION AND WATTLE INLET PROTECTION CAN BE USED IN LIEU OF EACH OTHER BASED ON FIELD CONDITIONS AND WHICHEVER WOULD BEST SERVE TO PREVENT EROSION AND SEDIMENT LOSS. 3. SEDIMENT CONTROL WATTLES IN DITCHES ARE TO BE REPLACED BY ROCK CHECK DAMS WHERE THE EXISTING DITCH VELOCITY IS TOO GREAT OR AS NEEDED TO PREVENT EROSION AND SEDIMENT LOSS. 4. ALL STOCKPILING/STAGING, DEMOLITION, AND CONSTRUCTION SHALL BE PREFORMED WITHIN THE LIMITS OF DISTURBANCE. 5. ALL CONCRETE WASHOUTS AND STOCKPILES, WHEN REQUIRED, SHALL BE A MINIMUM OF 50' AWAY FROM ALL STORM DRAIN INLETS, TEMPORARY DIVERSIONS, CHANNELS, AND ANY SURFACE WATER BODIES. 6. STABILIZE ALL DISTURBED EXISTING DITCHES WITH THE SWALE MATTING PRESCRIBED IN DETAIL EC-8, ON SHEET C-506.P:\2019\19.01806-JOHNSTONCONC-PINE LEVEL FORCEMAIN\DRAWINGS\SHEETS\C-201 - 204 SEC PLAN STA 10+00 - 84+50.DWG PLOT DATE 10/21/2020 3:56 PM SPENCER MEEKINSNO. DATE BY DESCRIPTION SHEET OFFICE MANAGER PROJECT MANAGER DESIGNER REVIEWER DATE PROJECT #FUNDING # C-203 SEDIMENTATION AND EROSION CONTROL PLAN STA. 47+50 - 65+50 19.01806OCTOBER 21, 2020 SWM DCS BJR PINE LEVEL SEWER FORCE MAIN REPLACEMENTJOHNSTON COUNTY JOHNSTON COUNTY, NORTH CAROLINA N/A 5400 Trinity Road Suite 107 Raleigh, NC 27607 919.378.9111 NC Firm License # C-0459 mcgillassociates.com DIVISION VALUE = FEETGRAPHIC SCALE 30 15 30 60 30 0 RCALL811BEFOREYOU D GI S A FE DIGGING P ARTNER19.01806 JOHNSTON COUNTY - PINE LEVEL SEWER FORCE MAIN REPLACEMENTPLAN STA. 47+50 - 57+00 MATCHLINE STA. 47+50SEE SHEET C-202MATCHLINE STA . 57+00SEE TH IS SHEET PLAN STA. 57+00 - 65+50 FINAL DRAWING - FOR REVIEW PURPOSES ONLY - NOT RELEASED FOR CONSTRUCTIONMATCHLINE STA. 57+00SEE THIS SHEETMATCHLINE STA. 61+00SEE THIS SHEETMATCHLINE STA. 61+00 SEE THIS SHEET MATCHLINE STA. 65+50SEE SHEET C-204 N/FMANNING, MARYNCPIN: 262413-12-0853BK 01065 PG 0423 BK 04657 PG 0009 N/FWHITE, GRACE W. LIFE ESTATEWHITE, JAMES A.REMAINDERNCPIN: 262413-13-0024BK 02893 PG 0507N/FBAKER, WILMA O.NCPIN: 261400-91-2838BK 00509 PG 0340 N/FBAKER, WILMA O.NCPIN: 261400-91-2838BK 00509 PG 0340 N/FBAKER, WILMA O.NCPIN: 261400-91-2838BK 00509 PG 0340 N/FDANIELSON, CRYSTALNCPIN: 261413-03-0281BK 04583 PG 0655 N/FBAKER, WILMA O.NCPIN: 261400-91-2838BK 00509 PG 0340 N/FRENFROW, MICHAEL A.RENFROW, CAROLYN O.NCPIN: 261400-92-6516BK 04163 PG 0285 N/FPARKER, BLANCO B.PARKER, BEEBE O.NCPIN: 261400-93-3251BK 04397 PG 0910 N/FWHITE, GRACE W. LIFEESTATE     N/FBAKER, WILMA O.NCPIN: 261400-91-2838BK 00509 PG 0340 NOTES: 1. SILT FENCE OUTLETS ARE TO BE PLACED AT THE LOW POINT AND AT 100' INTERVALS AT A MINIMUM, INCLUDE MORE SILT FENCE OUTLETS AS NECESSARY TO ALLOW DRAINAGE AND PREVENT EROSION AND SEDIMENT LOSS. 2. HORSESHOE INLET PROTECTION AND WATTLE INLET PROTECTION CAN BE USED IN LIEU OF EACH OTHER BASED ON FIELD CONDITIONS AND WHICHEVER WOULD BEST SERVE TO PREVENT EROSION AND SEDIMENT LOSS. 3. SEDIMENT CONTROL WATTLES IN DITCHES ARE TO BE REPLACED BY ROCK CHECK DAMS WHERE THE EXISTING DITCH VELOCITY IS TOO GREAT OR AS NEEDED TO PREVENT EROSION AND SEDIMENT LOSS. 4. ALL STOCKPILING/STAGING, DEMOLITION, AND CONSTRUCTION SHALL BE PREFORMED WITHIN THE LIMITS OF DISTURBANCE. 5. ALL CONCRETE WASHOUTS AND STOCKPILES, WHEN REQUIRED, SHALL BE A MINIMUM OF 50' AWAY FROM ALL STORM DRAIN INLETS, TEMPORARY DIVERSIONS, CHANNELS, AND ANY SURFACE WATER BODIES. 6. STABILIZE ALL DISTURBED EXISTING DITCHES WITH THE SWALE MATTING PRESCRIBED IN DETAIL EC-8, ON SHEET C-506.P:\2019\19.01806-JOHNSTONCONC-PINE LEVEL FORCEMAIN\DRAWINGS\SHEETS\C-201 - 204 SEC PLAN STA 10+00 - 84+50.DWG PLOT DATE 10/21/2020 3:58 PM SPENCER MEEKINSNO. DATE BY DESCRIPTION SHEET OFFICE MANAGER PROJECT MANAGER DESIGNER REVIEWER DATE PROJECT #FUNDING # C-204 SEDIMENTATION AND EROSION CONTROL PLAN STA. 65+50 - 84+50 19.01806OCTOBER 21, 2020 SWM DCS BJR PINE LEVEL SEWER FORCE MAIN REPLACEMENTJOHNSTON COUNTY JOHNSTON COUNTY, NORTH CAROLINA N/A 5400 Trinity Road Suite 107 Raleigh, NC 27607 919.378.9111 NC Firm License # C-0459 mcgillassociates.com DIVISION VALUE = FEETGRAPHIC SCALE 30 15 30 60 30 0 RCALL811BEFOREYOU D GI S A FE DIGGING P ARTNER19.01806 JOHNSTON COUNTY - PINE LEVEL SEWER FORCE MAIN REPLACEMENTPLAN STA. 65+50 - 74+50 MATCHLINE STA. 65+50SEE SHEET C-203MATCHLI N E S T A. 7 1 + 2 5 SEE THI S S H E E T PLAN STA. 74+50 - 84+50 FINAL DRAWING - FOR REVIEW PURPOSES ONLY - NOT RELEASED FOR CONSTRUCTIONMATCHLINE STA. 71+25SEE THIS SHEETMATCHLINE STA. 74+50SEE THIS SHEETMATCHLINE STA. 74+50SEE THIS SHEETMATCHLINE STA. 84+50SEE SHEET C-205W. BLANCHE STREET (SR 2374 ) (60 ' R IGHT -OF -WAY ) W. BLANCHE STREET (SR 2374) (60' RIGHT-OF-WAY)CATHERINE STREET(60' RIGHT-OF-WAY)W. BLANCHE STREET (SR 2374) (60' RIGHT-OF-WAY) N/FPARKER, ZEBULON B.PARKER, AVA B.NCPIN: 261400-83-7302BK 04397 PG 0907 N/FPARKER, ZEBULON B.PARKER, AVA B.NCPIN: 261400-83-8202BK 04397 PG 0907 N/FPARKER, BLANCO B. PARKER, BEEBE O.NCPIN: 261400-93-3251BK 04397 PG 0910 N/FBAKER, WILMA O.NCPIN: 261400-91-2838BK 00509 PG 0340 N/FBAKER, WILMA O.NCPIN: 261400-91-2838BK 00509 PG 0340 N/FEASTFIELD ASSOCIATESLLC.NCPIN: 261400-85-4264 BK 05174 PG 0921PB 13 PG 25 EASTFIELD ASSOCIATES N/FPARKER, ZEBULON B.PARKER, AVA B.NCPIN: 261400-83-7302BK 04397 PG 0907 N/FEASTFIELD ASSOCIATESLLC.NCPIN: 261400-85-4264BK 05174 PG 0921 PB 13 PG 25 NOTES: 1. SILT FENCE OUTLETS ARE TO BE PLACED AT THE LOW POINT AND AT 100' INTERVALS AT A MINIMUM, INCLUDE MORE SILT FENCE OUTLETS AS NECESSARY TO ALLOW DRAINAGE AND PREVENT EROSION AND SEDIMENT LOSS. 2. HORSESHOE INLET PROTECTION AND WATTLE INLET PROTECTION CAN BE USED IN LIEU OF EACH OTHER BASED ON FIELD CONDITIONS AND WHICHEVER WOULD BEST SERVE TO PREVENT EROSION AND SEDIMENT LOSS. 3. SEDIMENT CONTROL WATTLES IN DITCHES ARE TO BE REPLACED BY ROCK CHECK DAMS WHERE THE EXISTING DITCH VELOCITY IS TOO GREAT OR AS NEEDED TO PREVENT EROSION AND SEDIMENT LOSS. 4. ALL STOCKPILING/STAGING, DEMOLITION, AND CONSTRUCTION SHALL BE PREFORMED WITHIN THE LIMITS OF DISTURBANCE. 5. ALL CONCRETE WASHOUTS AND STOCKPILES, WHEN REQUIRED, SHALL BE A MINIMUM OF 50' AWAY FROM ALL STORM DRAIN INLETS, TEMPORARY DIVERSIONS, CHANNELS, AND ANY SURFACE WATER BODIES. 6. STABILIZE ALL DISTURBED EXISTING DITCHES WITH THE SWALE MATTING PRESCRIBED IN DETAIL EC-8, ON SHEET C-506.P:\2019\19.01806-JOHNSTONCONC-PINE LEVEL FORCEMAIN\DRAWINGS\SHEETS\C-205 - 208 SEC PLAN STA 84+50 - 160+00.DWG PLOT DATE 10/21/2020 4:01 PM SPENCER MEEKINSNO. DATE BY DESCRIPTION SHEET OFFICE MANAGER PROJECT MANAGER DESIGNER REVIEWER DATE PROJECT #FUNDING # C-205 SEDIMENTATION AND EROSION CONTROL PLAN STA 84+50 - 104+00 19.01806OCTOBER 21, 2020 DCS BJR PINE LEVEL SEWER FORCE MAIN REPLACEMENTJOHNSTON COUNTY JOHNSTON COUNTY, NORTH CAROLINA N/A 5400 Trinity Road Suite 107 Raleigh, NC 27607 919.378.9111 NC Firm License # C-0459 mcgillassociates.com DIVISION VALUE = FEETGRAPHIC SCALE 50 0 25 50 100 50 0 RCALL811BEFOREYOU D GI S A FE DIGGING P ARTNER19.01806 JOHNSTON COUNTY - PINE LEVEL SEWER FORCE MAIN REPLACEMENTPLAN STA. 84+50 - 94+00 PLAN STA. 94+00 - 104+00 FINAL DRAWING - FOR REVIEW PURPOSES ONLY - NOT RELEASED FOR CONSTRUCTIONMATCHLINE STA. 94+00SEE THIS SHEETMATCHLINE STA. 94+00SEE THIS SHEETMATCHLINE STA. 104+00SEE SHEET C-206W. BLANCHE STREET (SR 2374) (60' RIGHT-OF-WAY) W. BLAN C H E S T R E E T ( S R 2 3 7 4 ) (60' RIGH T - O F - W A Y )MATCHLINE STA. 84+50SEE SHEET C-204 N/FPATE, JONATHAN R.NCPIN: 261415-64-9174BK 05179 PG 0410 N/FGODWIN, SHAUNA R.NCPIN: 261415-74-2188BK 05054 PG 0556 N/FWOODING, SHAUNA R.NCPIN: 261415-73-2893BK 04995 PG 0655 N/FMANN, JACKIE P.MANN, RUSSELL JR.NCPIN: 261415-63-8718BK 04868 PG 0998 N/FHARPER. GARY R.NCPIN: 261415-63-9752BK 04307 PG 0729 N/FCROCKER, GLENWOOD P.NCPIN: 261415-73-0480BK 01124 PG 0286 N/FCROCKER, DONALD E.CROCKER, GEORGE A.NCPIN: 261415-73-4845 N/FCROCKER, DONALD E.CROCKER, GEORGE A. NCPIN: 261415-73-4845 N/FEASTFIELD ASSOCIATESLLC.NCPIN: 261400-85-4264 BK 05174 PG 0921PB 13 PG 25 N/FEASTFIELD ASSOCIATESLLC.NCPIN: 261400-85-4264BK 05174 PG 0921PB 13 PG 25 N/FMOZINGO, FRANKIE H.NCPIN: 261415-64-7038 BK 01338 PG 0538N/FPATE, JONATHAN R.NCPIN: 261415-64-9174BK 05179 PG 0410 N/FEASON, JAMES W.EASON, PHYLLIS H.NCPIN: 261415-63-7806BK 05221 PG 0503 N/FMANN, JACKIE P.MANN, RUSSELL JR.NCPIN: 261415-63-8718BK 04868 PG 0998 N/FCROCKER LIVING TRUSTCROCKER, ELIZABETH B.TRUSTEENCPIN: 261400-61-0966BK 01408 PG 0915 N/FEASTFIELD ASSOCIATESLLC.NCPIN: 261411-65-5210BK 05199 PG 0897 NOTES: 1. SILT FENCE OUTLETS ARE TO BE PLACED AT THE LOW POINT AND AT 100' INTERVALS AT A MINIMUM, INCLUDE MORE SILT FENCE OUTLETS AS NECESSARY TO ALLOW DRAINAGE AND PREVENT EROSION AND SEDIMENT LOSS. 2. HORSESHOE INLET PROTECTION AND WATTLE INLET PROTECTION CAN BE USED IN LIEU OF EACH OTHER BASED ON FIELD CONDITIONS AND WHICHEVER WOULD BEST SERVE TO PREVENT EROSION AND SEDIMENT LOSS. 3. SEDIMENT CONTROL WATTLES IN DITCHES ARE TO BE REPLACED BY ROCK CHECK DAMS WHERE THE EXISTING DITCH VELOCITY IS TOO GREAT OR AS NEEDED TO PREVENT EROSION AND SEDIMENT LOSS. 4. ALL STOCKPILING/STAGING, DEMOLITION, AND CONSTRUCTION SHALL BE PREFORMED WITHIN THE LIMITS OF DISTURBANCE. 5. ALL CONCRETE WASHOUTS AND STOCKPILES, WHEN REQUIRED, SHALL BE A MINIMUM OF 50' AWAY FROM ALL STORM DRAIN INLETS, TEMPORARY DIVERSIONS, CHANNELS, AND ANY SURFACE WATER BODIES. 6. STABILIZE ALL DISTURBED EXISTING DITCHES WITH THE SWALE MATTING PRESCRIBED IN DETAIL EC-8, ON SHEET C-506.P:\2019\19.01806-JOHNSTONCONC-PINE LEVEL FORCEMAIN\DRAWINGS\SHEETS\C-205 - 208 SEC PLAN STA 84+50 - 160+00.DWG PLOT DATE 10/21/2020 4:03 PM SPENCER MEEKINSNO. DATE BY DESCRIPTION SHEET OFFICE MANAGER PROJECT MANAGER DESIGNER REVIEWER DATE PROJECT #FUNDING # C-206 SEDIMENTATION AND EROSION CONTROL PLAN STA 104+00 - 120+50 19.01806OCTOBER 21, 2020 DCS BJR PINE LEVEL SEWER FORCE MAIN REPLACEMENTJOHNSTON COUNTY JOHNSTON COUNTY, NORTH CAROLINA N/A 5400 Trinity Road Suite 107 Raleigh, NC 27607 919.378.9111 NC Firm License # C-0459 mcgillassociates.com DIVISION VALUE = FEETGRAPHIC SCALE 50 0 25 50 100 50 0 RCALL811BEFOREYOU D GI S A FE DIGGING P ARTNER19.01806 JOHNSTON COUNTY - PINE LEVEL SEWER FORCE MAIN REPLACEMENTPLAN STA. 104+00 - 113+50 PLAN STA. 113+50 - 120+50 FINAL DRAWING - FOR REVIEW PURPOSES ONLY - NOT RELEASED FOR CONSTRUCTIONMATCHLINE STA. 113+50SEE THIS SHEETMATCHLINE STA. 113+50SEE THIS SHEETW. BLANCHE STREET (SR 2374) (60' RIGHT-OF-WAY) W. BLANCHE STR E E T ( S R 2 3 7 4 ) (60' RIGHT-OF-W A Y )MATCHLINE STA. 120+50SEE SHEET C-207MATCHLINE STA. 104+00SEE SHEET C-205 N/FEASTFIELD ASSOCIATES LLC.NCPIN: 261415-54-1575BK 05254 PG 0942 N/FCROCKER, JOSEPH M.NCPIN: 261415-52-4656BK 01408 PG 0912PB 75 PG 245 N/FCROCKER, JOSEPH M.NCPIN: 261415-52-4656BK 01408 PG 0912 N/FCROCKER, JOSEPH M.NCPIN: 261414-43-2419BK 01408 PG 0918  N/FCROCKER LIVING TRUSTCROCKER, ELIZABETH B.TRUSTEENCPIN: 261400-61-0966BK 01408 PG 0915 N/FCROCKER, JOSEPH M.NCPIN: 261415-52-4656BK 01408 PG 0912   NOTES: 1. SILT FENCE OUTLETS ARE TO BE PLACED AT THE LOW POINT AND AT 100' INTERVALS AT A MINIMUM, INCLUDE MORE SILT FENCE OUTLETS AS NECESSARY TO ALLOW DRAINAGE AND PREVENT EROSION AND SEDIMENT LOSS. 2. HORSESHOE INLET PROTECTION AND WATTLE INLET PROTECTION CAN BE USED IN LIEU OF EACH OTHER BASED ON FIELD CONDITIONS AND WHICHEVER WOULD BEST SERVE TO PREVENT EROSION AND SEDIMENT LOSS. 3. SEDIMENT CONTROL WATTLES IN DITCHES ARE TO BE REPLACED BY ROCK CHECK DAMS WHERE THE EXISTING DITCH VELOCITY IS TOO GREAT OR AS NEEDED TO PREVENT EROSION AND SEDIMENT LOSS. 4. ALL STOCKPILING/STAGING, DEMOLITION, AND CONSTRUCTION SHALL BE PREFORMED WITHIN THE LIMITS OF DISTURBANCE. 5. ALL CONCRETE WASHOUTS AND STOCKPILES, WHEN REQUIRED, SHALL BE A MINIMUM OF 50' AWAY FROM ALL STORM DRAIN INLETS, TEMPORARY DIVERSIONS, CHANNELS, AND ANY SURFACE WATER BODIES. 6. STABILIZE ALL DISTURBED EXISTING DITCHES WITH THE SWALE MATTING PRESCRIBED IN DETAIL EC-8, ON SHEET C-506.P:\2019\19.01806-JOHNSTONCONC-PINE LEVEL FORCEMAIN\DRAWINGS\SHEETS\C-205 - 208 SEC PLAN STA 84+50 - 160+00.DWG PLOT DATE 10/21/2020 4:05 PM SPENCER MEEKINSNO. DATE BY DESCRIPTION SHEET OFFICE MANAGER PROJECT MANAGER DESIGNER REVIEWER DATE PROJECT #FUNDING # C-207 SEDIMENTATION AND EROSION CONTROL PLAN STA 120+50 - 141+00 19.01806OCTOBER 21, 2020 DCS BJR PINE LEVEL SEWER FORCE MAIN REPLACEMENTJOHNSTON COUNTY JOHNSTON COUNTY, NORTH CAROLINA N/A 5400 Trinity Road Suite 107 Raleigh, NC 27607 919.378.9111 NC Firm License # C-0459 mcgillassociates.com DIVISION VALUE = FEETGRAPHIC SCALE 50 0 25 50 100 50 0 RCALL811BEFOREYOU D GI S A FE DIGGING P ARTNER19.01806 JOHNSTON COUNTY - PINE LEVEL SEWER FORCE MAIN REPLACEMENTPLAN STA. 120+50 - 131+00 MATCHLINE STA. 120+50 SEE SHEET C-206 PLAN STA. 131+00 - 141+00 MATCHLINE STA. 131+00 SEE THIS SHEET MATCHLINE STA. 131+00SEE THIS SHEETMATCHLINE STA. 141+00SEE SHEET C-208FINAL DRAWING - FOR REVIEW PURPOSES ONLY - NOT RELEASED FOR CONSTRUCTION US HIGHWAY 70 ALT. EAST (60' RIGHT-OF-WAY) FIRETOWER ROAD (SR 2305) (60' RIGHT-OF-WAY) N/FCROCKER, JOSEPH M.NCPIN: 261414-43-2419BK 01408 PG 0918 N/FEASTFIELD ASSOCIATESLLC.NCPIN: 261414-44-1722      N/FEASTFIELD ASSOCIATESLLC.NCPIN: 261414-44-1722BK 05231 PG 0213 N/FCROCKER, JOSEPH M.NCPIN: 261414-43-2419BK 01408 PG 0918 NOTES: 1. SILT FENCE OUTLETS ARE TO BE PLACED AT THE LOW POINT AND AT 100' INTERVALS AT A MINIMUM, INCLUDE MORE SILT FENCE OUTLETS AS NECESSARY TO ALLOW DRAINAGE AND PREVENT EROSION AND SEDIMENT LOSS. 2. HORSESHOE INLET PROTECTION AND WATTLE INLET PROTECTION CAN BE USED IN LIEU OF EACH OTHER BASED ON FIELD CONDITIONS AND WHICHEVER WOULD BEST SERVE TO PREVENT EROSION AND SEDIMENT LOSS. 3. SEDIMENT CONTROL WATTLES IN DITCHES ARE TO BE REPLACED BY ROCK CHECK DAMS WHERE THE EXISTING DITCH VELOCITY IS TOO GREAT OR AS NEEDED TO PREVENT EROSION AND SEDIMENT LOSS. 4. ALL STOCKPILING/STAGING, DEMOLITION, AND CONSTRUCTION SHALL BE PREFORMED WITHIN THE LIMITS OF DISTURBANCE. 5. ALL CONCRETE WASHOUTS AND STOCKPILES, WHEN REQUIRED, SHALL BE A MINIMUM OF 50' AWAY FROM ALL STORM DRAIN INLETS, TEMPORARY DIVERSIONS, CHANNELS, AND ANY SURFACE WATER BODIES. 6. STABILIZE ALL DISTURBED EXISTING DITCHES WITH THE SWALE MATTING PRESCRIBED IN DETAIL EC-8, ON SHEET C-506.P:\2019\19.01806-JOHNSTONCONC-PINE LEVEL FORCEMAIN\DRAWINGS\SHEETS\C-205 - 208 SEC PLAN STA 84+50 - 160+00.DWG PLOT DATE 10/21/2020 4:06 PM SPENCER MEEKINSNO. DATE BY DESCRIPTION SHEET OFFICE MANAGER PROJECT MANAGER DESIGNER REVIEWER DATE PROJECT #FUNDING # C-208 SEDIMENTATION AND EROSION CONTROL PLAN STA 141+00 - 160+00 19.01806OCTOBER 21, 2020 DCS BJR PINE LEVEL SEWER FORCE MAIN REPLACEMENTJOHNSTON COUNTY JOHNSTON COUNTY, NORTH CAROLINA N/A 5400 Trinity Road Suite 107 Raleigh, NC 27607 919.378.9111 NC Firm License # C-0459 mcgillassociates.com DIVISION VALUE = FEETGRAPHIC SCALE 50 0 25 50 100 50 0 RCALL811BEFOREYOU D GI S A FE DIGGING P ARTNER19.01806 JOHNSTON COUNTY - PINE LEVEL SEWER FORCE MAIN REPLACEMENTPLAN STA. 141+00 - 150+50 PLAN STA. 150+50 - 160+00 MATCHLINE STA. 150+50SEE THIS SHEETMATCHLI N E S T A. 1 6 0 + 0 0 SEE SHE E T C-209 FINAL DRAWING - FOR REVIEW PURPOSES ONLY - NOT RELEASED FOR CONSTRUCTIONMATCHLINE STA. 141+00SEE SHEET C-207MATCHLINE STA. 150+50SEE THIS SHEETUS HIGHWAY 70 ALT. EAST (60' RIGHT-OF-WAY)ABSHER ROAD (SR 2303 ) (60 ' R IGHT-OF -WAY) US HIGHWAY 70 ALT. EAST (60' RIGHT-OF-WAY) N/FABDALLA, MICHAEL J. SR.ABDALLA, DEMETRANCPIN: 261414-33-1808BK 04703 PG 0420 N/FEASTFIELD ASSOCIATESLLC. NCPIN: 261414-44-1722BK 05231 PG 0213 EASTFIELD ASSOCIATES     N/FABDALLA, MICHAEL J.LEVINSON, JAMES R.NCPIN: 261413-13-4068BK 04635 PG 0139PB 59 PG 499 N/FABDALLA, THOMAS L.ABDALLA, JAMES D.NCPIN: 261414-23-6588 BK 01719 PG 0504 N/FABDALLA BUILDINGPARTNERSHIPNCPIN: 261413-23-2529BK 01398 PG 0898 N/F ABDALLA, JAMES D. ABDALLA, THOMAS L. NCPIN: 261414-23-5567 BK 01432 PG 0465 N/F ABDALLA, THOMAS L.ABDALLA, JAMES D.NCPIN: 261414-23-6588BK 01719 PG 0504 AL  NOTES: 1. SILT FENCE OUTLETS ARE TO BE PLACED AT THE LOW POINT AND AT 100' INTERVALS AT A MINIMUM, INCLUDE MORE SILT FENCE OUTLETS AS NECESSARY TO ALLOW DRAINAGE AND PREVENT EROSION AND SEDIMENT LOSS. 2. HORSESHOE INLET PROTECTION AND WATTLE INLET PROTECTION CAN BE USED IN LIEU OF EACH OTHER BASED ON FIELD CONDITIONS AND WHICHEVER WOULD BEST SERVE TO PREVENT EROSION AND SEDIMENT LOSS. 3. SEDIMENT CONTROL WATTLES IN DITCHES ARE TO BE REPLACED BY ROCK CHECK DAMS WHERE THE EXISTING DITCH VELOCITY IS TOO GREAT OR AS NEEDED TO PREVENT EROSION AND SEDIMENT LOSS. 4. ALL STOCKPILING/STAGING, DEMOLITION, AND CONSTRUCTION SHALL BE PREFORMED WITHIN THE LIMITS OF DISTURBANCE. 5. ALL CONCRETE WASHOUTS AND STOCKPILES, WHEN REQUIRED, SHALL BE A MINIMUM OF 50' AWAY FROM ALL STORM DRAIN INLETS, TEMPORARY DIVERSIONS, CHANNELS, AND ANY SURFACE WATER BODIES. 6. STABILIZE ALL DISTURBED EXISTING DITCHES WITH THE SWALE MATTING PRESCRIBED IN DETAIL EC-8, ON SHEET C-506.P:\2019\19.01806-JOHNSTONCONC-PINE LEVEL FORCEMAIN\DRAWINGS\SHEETS\C-209 - 211 SEC PLAN STA 160+00 - 212+00.DWG PLOT DATE 10/21/2020 4:10 PM SPENCER MEEKINSNO. DATE BY DESCRIPTION SHEET OFFICE MANAGER PROJECT MANAGER DESIGNER REVIEWER DATE PROJECT #FUNDING # C-209 SEDIMENTATION AND EROSION CONTROL PLAN STA 160+00 - 180+00 19.01806OCTOBER 21, 2020 DCS BJR PINE LEVEL SEWER FORCE MAIN REPLACEMENTJOHNSTON COUNTY JOHNSTON COUNTY, NORTH CAROLINA N/A 5400 Trinity Road Suite 107 Raleigh, NC 27607 919.378.9111 NC Firm License # C-0459 mcgillassociates.com DIVISION VALUE = FEETGRAPHIC SCALE 50 0 25 50 100 50 0 RCALL811BEFOREYOU D GI S A FE DIGGING P ARTNER19.01806 JOHNSTON COUNTY - PINE LEVEL SEWER FORCE MAIN REPLACEMENTPLAN STA. 160+00 - 170+50 PLAN STA. 170+50 - 180+00 FINAL DRAWING - FOR REVIEW PURPOSES ONLY - NOT RELEASED FOR CONSTRUCTIONMATCHLINE STA. 160+00SEE SHEET C-208MATCHLINE STA. 170+50SEE THIS SHEETMATCH LI N E S T A. 1 6 6 + 0 0 SEE THI S S H E E T MATCHLI N E S T A . 1 6 6 + 0 0 SEE THIS S H E E T MATCHLINE STA. 170+50SEE THIS SHEETMATCH L I N E S T A . 1 8 0 + 0 0 SEE SH E E T C-210 US HIGHWAY 70 EAST (VARIED RIGHT-OF-WAY) U S H I G HW A Y 7 0 E A S T ( V A R I E D R I G H T - O F -W A Y ) N/F EASTFIELD ASSOCIATESLLC.NCPIN: 261413-03-5996BK 05373 PG 0387 N/FABDALLA, THOMAS L.ABDALLA, JAMES D.NCPIN: 261413-13-5516BK 01719 PG 0504 ALALN/FEASTFIELD ASSOCIATESLLC.NCPIN: 261413-03-6895BK 03479 PG 0962 ALNOTES: 1. SILT FENCE OUTLETS ARE TO BE PLACED AT THE LOW POINT AND AT 100' INTERVALS AT A MINIMUM, INCLUDE MORE SILT FENCE OUTLETS AS NECESSARY TO ALLOW DRAINAGE AND PREVENT EROSION AND SEDIMENT LOSS. 2. HORSESHOE INLET PROTECTION AND WATTLE INLET PROTECTION CAN BE USED IN LIEU OF EACH OTHER BASED ON FIELD CONDITIONS AND WHICHEVER WOULD BEST SERVE TO PREVENT EROSION AND SEDIMENT LOSS. 3. SEDIMENT CONTROL WATTLES IN DITCHES ARE TO BE REPLACED BY ROCK CHECK DAMS WHERE THE EXISTING DITCH VELOCITY IS TOO GREAT OR AS NEEDED TO PREVENT EROSION AND SEDIMENT LOSS. 4. ALL STOCKPILING/STAGING, DEMOLITION, AND CONSTRUCTION SHALL BE PREFORMED WITHIN THE LIMITS OF DISTURBANCE. 5. ALL CONCRETE WASHOUTS AND STOCKPILES, WHEN REQUIRED, SHALL BE A MINIMUM OF 50' AWAY FROM ALL STORM DRAIN INLETS, TEMPORARY DIVERSIONS, CHANNELS, AND ANY SURFACE WATER BODIES. 6. STABILIZE ALL DISTURBED EXISTING DITCHES WITH THE SWALE MATTING PRESCRIBED IN DETAIL EC-8, ON SHEET C-506.P:\2019\19.01806-JOHNSTONCONC-PINE LEVEL FORCEMAIN\DRAWINGS\SHEETS\C-209 - 211 SEC PLAN STA 160+00 - 212+00.DWG PLOT DATE 10/21/2020 4:12 PM SPENCER MEEKINSNO. DATE BY DESCRIPTION SHEET OFFICE MANAGER PROJECT MANAGER DESIGNER REVIEWER DATE PROJECT #FUNDING # C-210 SEDIMENTATION AND EROSION CONTROL PLAN STA 180+00 - 200+50 19.01806OCTOBER 21, 2020 DCS BJR PINE LEVEL SEWER FORCE MAIN REPLACEMENTJOHNSTON COUNTY JOHNSTON COUNTY, NORTH CAROLINA N/A 5400 Trinity Road Suite 107 Raleigh, NC 27607 919.378.9111 NC Firm License # C-0459 mcgillassociates.com DIVISION VALUE = FEETGRAPHIC SCALE 50 0 25 50 100 50 0 RCALL811BEFOREYOU D GI S A FE DIGGING P ARTNER19.01806 JOHNSTON COUNTY - PINE LEVEL SEWER FORCE MAIN REPLACEMENTPLAN STA. 180+00 - 190+50 PLAN STA. 190+50 - 200+50 FINAL DRAWING - FOR REVIEW PURPOSES ONLY - NOT RELEASED FOR CONSTRUCTION MATCHLINE STA. 180+00 SEE SHEET ###MATCHLINE STA. 190+50SEE THIS SHEETMATCHLINE STA. 190+50SEE THIS SHEETMATCHLINE STA. 200+50SEE SHEET ###JR ROAD (SR 2375) NOTES: 1. SILT FENCE OUTLETS ARE TO BE PLACED AT THE LOW POINT AND AT 100' INTERVALS AT A MINIMUM, INCLUDE MORE SILT FENCE OUTLETS AS NECESSARY TO ALLOW DRAINAGE AND PREVENT EROSION AND SEDIMENT LOSS. 2. HORSESHOE INLET PROTECTION AND WATTLE INLET PROTECTION CAN BE USED IN LIEU OF EACH OTHER BASED ON FIELD CONDITIONS AND WHICHEVER WOULD BEST SERVE TO PREVENT EROSION AND SEDIMENT LOSS. 3. SEDIMENT CONTROL WATTLES IN DITCHES ARE TO BE REPLACED BY ROCK CHECK DAMS WHERE THE EXISTING DITCH VELOCITY IS TOO GREAT OR AS NEEDED TO PREVENT EROSION AND SEDIMENT LOSS. 4. ALL STOCKPILING/STAGING, DEMOLITION, AND CONSTRUCTION SHALL BE PREFORMED WITHIN THE LIMITS OF DISTURBANCE. 5. ALL CONCRETE WASHOUTS AND STOCKPILES, WHEN REQUIRED, SHALL BE A MINIMUM OF 50' AWAY FROM ALL STORM DRAIN INLETS, TEMPORARY DIVERSIONS, CHANNELS, AND ANY SURFACE WATER BODIES. 6. STABILIZE ALL DISTURBED EXISTING DITCHES WITH THE SWALE MATTING PRESCRIBED IN DETAIL EC-8, ON SHEET C-506. N/FSELMA ROAD PROP. LLC.NCPIN: 260416-94-6909BK 04063 PG 0702PB 69 PG 17 N/FWALL, QUINTON K.NCPIN: 260416-94-4538 N/FSELMA HOSPITALITY LLC. NCPIN: 260416-94-6272BK 03417 PG 0188 N/FDEVSHYAM CORP.NCPIN: 261413-04-1261BK 02428 PG 0788                     P:\2019\19.01806-JOHNSTONCONC-PINE LEVEL FORCEMAIN\DRAWINGS\SHEETS\C-209 - 211 SEC PLAN STA 160+00 - 212+00.DWG PLOT DATE 10/21/2020 4:14 PM SPENCER MEEKINSNO. DATE BY DESCRIPTION SHEET OFFICE MANAGER PROJECT MANAGER DESIGNER REVIEWER DATE PROJECT #FUNDING # C-211 SEDIMENTATION AND EROSION CONTROL PLAN STA 200+50 - 212+00 19.01806OCTOBER 21, 2020 DCS BJR PINE LEVEL SEWER FORCE MAIN REPLACEMENTJOHNSTON COUNTY JOHNSTON COUNTY, NORTH CAROLINA N/A 5400 Trinity Road Suite 107 Raleigh, NC 27607 919.378.9111 NC Firm License # C-0459 mcgillassociates.com DIVISION VALUE = FEETGRAPHIC SCALE 50 0 25 50 100 50 0 RCALL811BEFOREYOU D GI S A FE DIGGING P ARTNER19.01806 JOHNSTON COUNTY - PINE LEVEL SEWER FORCE MAIN REPLACEMENTPLAN STA. 200+50 - 212+00 FINAL DRAWING - FOR REVIEW PURPOSES ONLY - NOT RELEASED FOR CONSTRUCTIONMATCHLINE STA . 200+50SEE SHEET C-210 O U T L E T C E N T E R D R I V E ( S R 2 3 9 8 ) (V A R I E D R I G H T - O F - W A Y )US INTERSTATE 95(VARIED RIGHT-OF-WAY) FINAL DRAWING - FOR REVIEW PURPOSES ONLY - NOT RELEASED FOR CONSTRUCTION P:\2019\19.01806-JOHNSTONCONC-PINE LEVEL FORCEMAIN\DRAWINGS\SHEETS\C-501 FORCE MAIN DETAILS.DWG PLOT DATE 10/21/2020 4:15 PM SPENCER MEEKINSNO. DATE BY DESCRIPTION SHEET OFFICE MANAGER PROJECT MANAGER DESIGNER REVIEWER DATE PROJECT #FUNDING # C-501 FORCE MAIN DETAILS 19.01806OCTOBER 21, 2020 SWM DCS BJR PINE LEVEL SEWER FORCE MAIN REPLACEMENTJOHNSTON COUNTY JOHNSTON COUNTY, NORTH CAROLINA N/A 5400 Trinity Road Suite 107 Raleigh, NC 27607 919.378.9111 NC Firm License # C-0459 mcgillassociates.com DIVISION VALUE = FEETGRAPHIC SCALE 0 500 500 250 500 1000 RCALL811BEFOREYOU D GI S A FE DIGGING P ARTNER19.01806 JOHNSTON COUNTY - PINE LEVEL SEWER FORCE MAIN REPLACEMENT FINAL DRAWING - FOR REVIEW PURPOSES ONLY - NOT RELEASED FOR CONSTRUCTION 5400 Trinity Road Suite 107 Raleigh, NC 27607 919.378.9111 NC Firm License # C-0459 mcgillassociates.com NOT TO SCALE RCALL811BEFOREYOU D GI S A FE DIGGING P ARTNER19.01806 JOHNSTON COUNTY - PINE LEVEL SEWER FORCE MAIN REPLACEMENTP:\2019\19.01806-JOHNSTONCONC-PINE LEVEL FORCEMAIN\DRAWINGS\SHEETS\C-502 FORCE MAIN DETAILS.DWG PLOT DATE 10/21/2020 4:15 PM SPENCER MEEKINSNO. DATE BY DESCRIPTION SHEET OFFICE MANAGER PROJECT MANAGER DESIGNER REVIEWER DATE PROJECT #FUNDING # C-502 FORCE MAIN DETAILS 19.01806OCTOBER 21, 2020 SWM DCS BJR PINE LEVEL SEWER FORCE MAIN REPLACEMENTJOHNSTON COUNTY JOHNSTON COUNTY, NORTH CAROLINA N/A FLOW METER VAULT AND BYPASS DETAILFM1NOT TO SCALE SUMP PIT MIN. DIM. 15"L x 15"W x 15"D OR PUMP REQUIREMENTS, WHICHEVER IS LARGER. ENSURE CLEARANCE BETWEEN SUMP WALLS AND PUMP SWITCH FLOAT SUMP PUMP W/ VERTICAL SWITCH MIN. 1 12" SCH. 40 PVC SUMP DISCHARGE SHALL BE FASTENED TO WALL W/ S.S. PIPE CLAMPS. DISCHARGE SHALL BE ROUTED TO ROADSIDE DITCH AND INCLUDE UNION, CHECK VALVE, AND BALL VALVE. SUMP PUMP W/ VERTICAL SWITCH SUMP PIT MIN. DIM. 15"L x 15"W x 15"D OR PUMP REQUIREMENTS, WHICHEVER IS LARGER. ENSURE CLEARANCE BETWEEN SUMP WALLS AND PUMP SWITCH FLOAT 12" RJ DIP 12" RJ DIP 12" PLUG VALVE IN VALVE BOX12" PLUG VALVE IN VALVE BOX 12" PLUG VALVE IN VALVE BOX12" PLUG VALVE IN VALVE BOX FLOW FLOW 12" MAGNETIC FLOW METER 12" MAGNETIC FLOW METER 12"x6" TEE12"x6" TEE 6" GATE VALVE IN VALVE BOX 6" GATE VALVE IN VALVE BOX 6" PVC PIPE TURNED UPRIGHT FOR BYPASS CONNECTION 6" PVC PIPE TURNED UPRIGHT FOR BYPASS CONNECTION VAULT STEPS VAULT STEPS 6'x4' PRECAST CONCRETE VAULT 24"x24" ACCESS HATCH 24"x24" ACCESS HATCH 8" No. 57 WASHED STONE 12"x6" TEE12"x6" TEE NOTE: IN LIEU OF INSTALLING CAST IRON VALVE BOXES, CAPS CONTAINING LOCATE DEVICES CAN BE USED WITH A CONCRETE PROTECTOR RING. 6" PVC PIPE TURNED UPRIGHT FOR BYPASS CONNECTION 6" PVC PIPE TURNED UPRIGHT FOR BYPASS CONNECTION CAST IRON VALVE BOX W/ CHARLOTTE HUB OR CONC. DOUGHNUT & ELECTRONIC CLEAN OUT MARKER CLEANOUT PLUG AND CAP MANHOLE WITH VENTED STACK STANDARD MANHOLE VENT MANHOLE WITH OFFSET VENT NOT TO SCALE2 FM FINAL DRAWING - FOR REVIEW PURPOSES ONLY - NOT RELEASED FOR CONSTRUCTION 5400 Trinity Road Suite 107 Raleigh, NC 27607 919.378.9111 NC Firm License # C-0459 mcgillassociates.com NOT TO SCALE RCALL811BEFOREYOU D GI S A FE DIGGING P ARTNER19.01806 JOHNSTON COUNTY - PINE LEVEL SEWER FORCE MAIN REPLACEMENTASPHALT DRIVE REPAIRST1NOT TO SCALE GRAVEL DRIVE REPAIRST2NOT TO SCALE CONCRETE DRIVE REPAIRST3NOT TO SCALE P:\2019\19.01806-JOHNSTONCONC-PINE LEVEL FORCEMAIN\DRAWINGS\SHEETS\C-503 PAVEMENT REPAIR DETAILS.DWG PLOT DATE 10/21/2020 4:16 PM SPENCER MEEKINSNO. DATE BY DESCRIPTION SHEET OFFICE MANAGER PROJECT MANAGER DESIGNER REVIEWER DATE PROJECT #FUNDING # C-503 PAVEMENT REPAIR DETAILS 19.01806OCTOBER 21, 2020 SWM DCS BJR PINE LEVEL SEWER FORCE MAIN REPLACEMENTJOHNSTON COUNTY JOHNSTON COUNTY, NORTH CAROLINA N/A FINAL DRAWING - FOR REVIEW PURPOSES ONLY - NOT RELEASED FOR CONSTRUCTION P:\2019\19.01806-JOHNSTONCONC-PINE LEVEL FORCEMAIN\DRAWINGS\SHEETS\C-504 SEC NOTES AND DETAILS 1 OF 3.DWG PLOT DATE 10/21/2020 4:16 PM SPENCER MEEKINSNO. DATE BY DESCRIPTION SHEET OFFICE MANAGER PROJECT MANAGER DESIGNER REVIEWER DATE PROJECT #FUNDING # C-504 SEDIMENTATION AND EROSION CONTROL NOTES AND DETAILS 1 OF 3 19.01806OCTOBER 21, 2020 SWM DCS BJR PINE LEVEL SEWER FORCE MAIN REPLACEMENTJOHNSTON COUNTY JOHNSTON COUNTY, NORTH CAROLINA N/A 5400 Trinity Road Suite 107 Raleigh, NC 27607 919.378.9111 NC Firm License # C-0459 mcgillassociates.com DIVISION VALUE = FEETGRAPHIC SCALE 0 500 500 250 500 1000 RCALL811BEFOREYOU D GI S A FE DIGGING P ARTNER19.01806 JOHNSTON COUNTY - PINE LEVEL SEWER FORCE MAIN REPLACEMENTEROSION CONTROL MEASURES SELF INSPECTION 1. THE FINANCIALLY RESPONSIBLE PARTY, LANDOWNER, OR THEIR AGENT SHALL CONDUCT INSPECTIONS OF ALL EROSION CONTROL DEVICES AND PRACTICES IN ACCORDANCE WITH NCDENR DIVISION OF LAND RESOURCES REQUIREMENTS FOR SELF INSPECTION. 2. A SELF INSPECTION SHALL BE PERFORMED AFTER EACH PHASE OF THE APPROVED SEDIMENT AND EROSION CONTROL PLAN IS COMPLETE. THIS SHALL INCLUDE BUT SHALL NOT BE LIMITED TO THE FOLLOWING: 2.1. INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROL MEASURES. 2.2. CLEARING AND GRUBBING OF EXISTING GROUND COVER. 2.3. COMPLETION OF ANY PHASE OF GRADING OF SLOPES OR FILLS. 2.4. INSTALLATION OF STORM DRAINAGE FACILITIES. 2.5. COMPLETION OF CONSTRUCTION OR DEVELOPMENT 2.6. ESTABLISHMENT OF PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION. 3. PERSON PERFORMING INSPECTION MAY USE THE STANDARD FORM PROVIDED BY NCDENR DIVISION OF LAND RESOURCES OR MAY MARK UP A SINGLE COPY OF THE APPROVED SEDIMENT AND EROSION CONTROL PLAN. ANY DOCUMENTATION OF THE SELF INSPECTIONS SHALL BE MAINTAINED ON-SITE AND MADE AVAILABLE TO THE EROSION CONTROL INSPECTOR. 4. THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO REQUIRE THAT PERSONS RESPONSIBLE FOR LAND-DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED. RULES DETAILING THE DOCUMENTATION OF THESE INSPECTIONS TOOK EFFECT OCTOBER 1, 2010. AS OF AUGUST 1, 2013 THE SELF-INSPECTION PROGRAM WAS COMBINED WITH THE WEEKLY SELF-MONITORING PROGRAM OF THE NPDES STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES. THE FOCUS OF THE SELF-INSPECTION REPORT IS THE INSTALLATION AND MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES ACCORDING TO THE APPROVED PLAN. THE INSPECTIONS MUST BE CONDUCTED AFTER EACH PHASE OF THE PROJECT, AND CONTINUED UNTIL PERMANENT GROUND COVER IS ESTABLISHED IN ACCORDANCE WITH NCGS 113A-54.1 AND 15A NCAC 4B.0131. A COMBINED SELF-INSPECTION / SELF-MONITORING FORM IS AVAILABLE AT THE FOLLOWING WEB ADDRESS: http://portal.ncdenr.org/web/lr/erosion . IF YOU HAVE ANY QUESTIONS OR CANNOT ACCESS THE FORM, PLEASE CONTACT THE LAND QUALITY SECTION AT (910) 433-3300. MAINTENANCE PLAN 1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL, BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. 2. SEDIMENT WILL BE REMOVED FROM THE TEMPORARY ROCK CHECK DAMS WHEN STORAGE CAPACITY HAS BEEN APPROXIMATELY 50 PERCENT FILLED. RIPRAP WILL BE REPLACED WHEN NECESSARY OR AS DIRECTED BY THE ENGINEER. 3. SEDIMENT SHALL BE REMOVED FROM HIGHWAY ON A DAILY BASIS OR AS DIRECTED BY THE ENGINEER. 4. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES APPROXIMATELY 0.5 FOOT DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. 5. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY OR AS DIRECTED BY THE ENGINEER, AND MULCHED ACCORDING TO SPECIFICATIONS TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. 6. THE TEMPORARY CONSTRUCTION ENTRANCE SHALL BE MAINTAINED BY ADDING ADDITIONAL STONE AS NECESSARY OR AS DIRECTED BY THE ENGINEER. 7. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL, BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS NEEDED. PERMANENT SEEDING OF GRASS LINED CHANNELS (GRASS-LINED CHANNELS, COASTAL PLAIN AND LOWER PIEDMONT, NCDENR STD. SEEDING TABLE 6.11j) SEEDING DATES: APRIL - JULY SEEDING MIXTURE: SPECIES: RATE: COMMON BERMUDAGRASS 40-80 LB/AC (1-2 LB/1000SF) SOIL AMENDMENTS: APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 3000 LB/AC GROUND AGRICULTURAL LIMESTONE AND 500 LB/AC 10-10-10 FERTILIZER. MULCH: USE A ROLLED EROSION CONTROL PRODUCT TO COVER THE BOTTOM OF CHANNELS AND DITCHES. THE LINING SHOULD EXTEND ABOVE THE HIGHEST CALCULATED DEPTH OF FLOW. ON CHANNEL SIDE SLOPES ABOVE THIS HEIGHT, AND IN DRAINAGES NOT REQUIRING TEMPORARY LININGS, APPLY 4000 LB/AC GRAIN STRAW AND ANCHOR STRAW BY STAPLING NETTING OVER THE TOP. MAINTENANCE: A MINIMUM OF 3 WEEKS IS REQUIRED FOR ESTABLISHMENT. INSPECT AND REPAIR MULCH FREQUENTLY. REFERTILIZE THE FOLLOWING APRIL ACCORDING TO SOIL TESTS OR APPLY 50 LB/AC NITROGEN. TEMPORARY SEEDBED PREPARATION 1. A GOOD SEEDBED IS WELL PULVERIZED, LOOSE, AND UNIFORM. 2. LIMING - APPLY LIME ACCORDING TO SOIL TEST RECOMMENDATIONS. IF THE pH (ACIDITY) OF THE SOIL IS NOT KNOW, AN APPLICATION OF GROUND AGRICULTURAL LIMESTONE AT THE RATE OF 1 - 1.5 TONS/ACRE ON FINE TEXTURED SOILS AND 2-3 TONS/ACRE ON COARSE TEXTURED SOILS IS USUALLY SUFFICIENT. APPLY LIMESTONE UNIFORMLY AND INCORPORATE INTO THE TOP 4-6 INCHES OF THE SOIL. SOILS WITH A pH OF 6 OR HIGHER NEED NOT BE LIMED. 3. FERTILIZER - BASE APPLICATION RATES ON SOIL TESTS. WHEN THESE ARE NOT POSSIBLE APPLY A 10-10-10 GRADE FERTILIZER AT 700 - 1000 LB/ACRE. BOTH FERTILIZER AND LIME SHOULD BE INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. IF A HYDRAULIC SEEDER IS USED, DO NOT MIX SEED AND FERTILIZER MORE THAN 30 MINUTES BEFORE APPLICATION. 4. SURFACE ROUGHENING - IF RECENT TILLAGE OPERATIONS HAVE RESULTED IN A LOOSE SURFACE, ADDITIONAL ROUGHENING MAY NOT BE REQUIRED, EXCEPT TO BREAK UP LARGE CLODS. IF RAINFALL CAUSES THE SURFACE TO BECOME SEALED OR CRUSTED, LOOSEN IT JUST PRIOR TO SEEDING BY DISKING, RAKING, HARROWING, OR OTHER SUITABLE METHODS. GROOVE OR FURROW SLOPES STEEPER THAN 3:1 ON THE CONTOUR BEFORE SEEDING. SEE OTHER REQUIREMENTS FOR SURFACE ROUGHENING ON THIS SHEET. PERMANENT SEEDBED PREPARATION 1. INSTALL NECESSARY MECHANICAL EROSION AND SEDIMENTATION CONTROL PRACTICES BEFORE SEEDING, AND COMPLETE GRADING ACCORDING TO THE APPROVED PLAN. 2. LIME AND FERTILIZER NEEDS SHOULD BE DETERMINED BY SOIL TESTS. SOIL TESTING IS PERFORMED FREE OF CHARGE BY THE NC DEPT. OF AGRICULTURE. SOIL TESTING LABORATORY. DIRECTIONS, SAMPLE CARTONS, AND INFORMATION ARE AVAILABLE THROUGH COUNTY AGRICULTURAL EXTENSION OFFICES OR FROM NCDA. BECAUSE THE NCDA SOIL TESTING LAB REQUIRES 1-6 WEEKS FOR SAMPLE TURN-AROUND, SAMPLING MUST BE PLANNED WELL IN ADVANCE OF FINAL GRADING. TESTING IS ALSO DONE BY COMMERCIAL LABORATORIES. 3. WHEN SOIL TESTS ARE NOT AVAILABLE, FOLLOW RATES SUGGESTED IN THE PERMANENT SEEDING SCHEDULE ON THIS SHEET. APPLICATION RATES USUALLY FALL INTO THE FOLLOWING RANGES: GROUND AGRICULTURAL LIMESTONE: LIGHT TEXTURED, SANDY SOILS: 1 - 1.5 TONS/ACRE HEAVY TEXTURED, CLAYEY SOILS: 2 - 3 TONS/ACRE FERTILIZER: GRASSES: 800 - 1200 LB/ACRE OF 10-10-10 (OR EQUIVALENT) GRASS-LEGUME MIXTURES: 800 - 1200 LB/ACRE OF 5-10-10 (OR EQUIVALENT) 4. APPLY LIME AND FERTILIZER EVENLY AND INCORPORATE INTO THE TOP 4-6 INCHES OF SOIL BY DISKING OR OTHER SUITABLE MEANS. OPERATE MACHINERY ON THE CONTOUR. 5. ROUGHEN SURFACES IN ACCORDANCE WITH THE NOTES ON SURFACE ROUGHENING ON THIS SHEET. 6. COMPLETE SEEDBED PREPARATION BY BREAKING UP LARGE CLODS AND RAKING INTO A SMOOTH, UNIFORM SURFACE (SLOPES LESS THAN 3:1.) FILL IN OR LEVEL DEPRESSIONS THAT CAN COLLECT WATER. BROADCAST SEED INTO A FRESHLY LOOSENED SEEDBED THAT HAS NOT BEEN SEALED BY RAINFALL. SURFACE ROUGHENING CUT SLOPE ROUGHENING FOR AREAS NOT TO BE MOWED -STAIR-STEP GRADE OR GROOVE CUT SLOPES WITH A GRADIENT STEEPER THAN 3:1. -USE STAIR-STEP GRADING ON ANY ERODIBLE MATERIAL SOFT ENOUGH TO BE RIPPED WITH A BULLDOZER. SLOPES CONSISTING OF SOFT ROCK WITH SOME SUBSOIL ARE PARTICULARLY SUITED TO STAIR-STEP GRADING. -MAKE THE VERTICAL CUT DISTANCE LESS THAN THE HORIZONTAL DISTANCE, & SLIGHTLY SLOPE THE HORIZONTAL POSITION OF THE "STEP" IN TOWARD THE VERTICAL WALL. -DO NOT MAKE INDIVIDUAL VERTICAL CUTS MORE THAN 2 FEET IN SOFT MATERIALS OR MORE THAN 3 FEET IN ROCKY MATERIALS. -GROOVING USES MACHINERY TO CREATE A SERIES OF RIDGES & DEPRESSIONS THAT RUN ACROSS THE SLOPE (ON THE CONTOUR). -GROOVE USING ANY APPROPRIATE IMPLEMENT THAT CAN BE SAFELY OPERATED ON THE SLOPE, SUCH AS DISKS, TILLERS, SPRING HARROWS, OR THE TEETH ON A FRONT END LOADER BUCKET. DO NOT MAKE SUCH GROOVES LESS THAN 3 INCHES DEEP NOR MORE THAN 15 INCHES APART. FILL SLOPE AREAS NOT TO BE MOWED -PLACE FILL SLOPES WITH A GRADIENT STEEPER THAN 3:1 IN LIFTS NOT TO EXCEED 9 INCHES, & MAKE SURE EACH LIFT IS PROPERLY COMPACTED. ENSURE THAT THE FACE OF THE SLOPE CONSISTS OF LOOSE, UNCOMPACTED FILL 4-6 INCHES DEEP. USE GROOVING AS DESCRIBED ABOVE, TO ROUGHEN THE FACE OF THE SLOPES, IF NECESSARY. -DO NOT BLADE OR SCRAPE THE FINAL SLOPE FACE. CUTS FILLS & GRADED AREAS THAT WILL BE MOWED -MAKE MOWED SLOPES NO STEEPER THAN 3:1 -ROUGHEN THESE AREAS TO SHALLOW GROOVES BY NORMAL TILLING, DISKING, HARROWING, OR USE OF CULTIPACK-SEEDER. MAKE THE FINAL PASS OF ANY SUCH TILLAGE IMPLEMENT ON THE CONTOUR. -MAKE GROOVES, FORMED BY SUCH IMPLEMENTS, CLOSE TOGETHER (LESS THAN 10 INCHES) & NOT LESS THAN 1 INCH DEEP. -EXCESSIVE ROUGHNESS IS UNDESIRABLE WHERE MOWING IS PLANNED. ROUGHENING WITH TRACKED MACHINERY -LIMIT ROUGHENING WITH TRACKED MACHINERY TO SANDY SOILS TO AVOID UNDUE COMPACTION OF THE SOIL SURFACE. TRACKING IS GENERALLY NOT AS EFFECTIVE AS THE OTHER ROUGHENING METHODS DESCRIBED. -OPERATE TRACKED MACHINERY UP & DOWN THE SLOPE TO LEAVE HORIZONTAL DEPRESSIONS IN THE SOIL. DO NOT BACK-BLADE DURING THE FINAL GRADING OPERATION. COMPLETE SEEDBED PREPARATION BY BREAKING UP LARGE CLODS & RAKING INTO A SMOOTH, UNIFORM SURFACE (SLOPES LESS THAN 3:1). FILL IN OR LEVEL DEPRESSIONS THAT CAN COLLECT WATER. BROADCAST SEED INTO A FRESHLY LOOSENED SEEDBED THAT HAS NOT BEEN SEALED BY RAINFALL. CONSTRUCTION SEQUANCE 1. CONTRACTOR SHALL HAVE THE EROSION CONTROL PERMIT FROM NCDEQ, DEMLR RALEIGH REGIONAL OFFICE, CERTIFICATE OF COVERAGE (COC), AND APPROVED PLANS ON SITE. CONTACT THE DELMR RALEIGH REGIONAL OFFICE AT LEAST 48 HOURS PRIOR TO COMMENCING ANY LAND-DISTURBING ACTIVITY AT (919) 791-4200 PRIOR TO WORK COMMENCING. A PRE-CONSTRUCTION MEETING WITH THE OWNER, ENGINEER AND NCDEQ SHALL BE HELD PRIOR TO THE START OF ANY WORK. 2.FLAG WORK LIMITS BEFORE CONSTRUCTION ACTIVITY BEGINS. THE CONTRACTOR SHALL NOT PERFORM ANY CLEARING BEYOND THE LIMITS SHOWN ON THE PLANS. ALL WORK SHALL BE PERFORMED WITHIN NCDOT RIGHT OF WAY OR ESTABLISHED UTILITY EASEMENTS. 3. THE CONTRACTOR SHALL NOT DISTURB ANY AREA FOR LAYDOWN/STAGING THAT IS NOT WITHIN THE DISTURBED LIMITS. NOTIFY THE ENGINEER AND NCDEQ IF ADDITIONAL AREAS ARE NEEDED OUTSIDE OF THE DISTURBED LIMITS (INCLUDING DISTURBANCE FOR ADDITIONAL EROSION CONTROL MEASURES). THE CONTRACTOR WILL BE RESPONSIBLE FOR INSTALLING MEASURES AS NECESSARY TO PREVENT TRACKING DIRT AND MUD ONTO PUBLIC ROADWAYS, AND ADDITIONAL EROSION CONTROL MEASURES TO PREVENT SEDIMENT FROM RUNNING OFF THE SITE ONTO ROADWAYS OR ADJACENT PROPERTIES. 4.INSTALL SILT FENCE AND OTHER ADDITIONAL EROSION CONTROL MEASURES (I.E. CONSTRUCTION ENTRANCE) AS SHOWN ON THE PLANS, CLEARING ONLY WHAT IS NECESSARY FOR INSTALLATION. DO NOT INSTALL SILT FENCE ACROSS CHANNELS OR AREAS OF CONCENTRATED FLOWS. FOR STREAM CROSSINGS, SEE NOTES AND DETAILS ON SHEET C-507. 5. WHERE THE UTILITY LINE IS INSTALLED ALONG THE ROADWAY RIGHT OF WAY, MATERIALS EXCAVATED SHALL BE PLACED ON ONE LANE OF THE PAVEMENT. ONE LANE OF TRAFFIC SHALL ALWAYS BE MAINTAINED WITH TRAFFIC CONTROL DEVICES. EXCAVATED MATERIAL SHALL BE PLACED ON THE HIGH SIDE OF THE SHOULDER/ROAD TO PROMOTE POSSIBLE SEDIMENT LADEN RUNOFF BACK INTO TRENCH. PRIOR TO PLACEMENT OF SOIL MATERIAL ON PAVED SURFACES, THE CONTRACTOR SHALL PLACE A ONE-INCH LAYER OF CLEAN SAND OR ROCK SCREENINGS ON THE PAVEMENT. AFTER THE PLACEMENT OF THE UTILITY LINE, PLACE SOIL MATERIAL IN TRENCH AND COMPACT PER THE PLANS AND SPECIFICATIONS. 6.NCDOT ROAD LANE CLOSING AND SHOULDER WORK TRAFFIC CONTROL DEVICES SHALL BE IN PLACE AS REQUIRED BY NCDOT. CONTRACTOR SHALL BE FAMILIAR WITH THE NCDOT MAINTENANCE/UTILITY TRAFFIC CONTROL GUIDELINES AND FOLLOW ALL NECESSARY PROCEDURES. 7. PRIOR TO UTILITY LINE INSTALLATION INSTALL WATTLES DOWNSTREAM OF THE TRENCH. ADJACENT TO EXISTING SWALES, INSTALLATION OF ROCK CHECK DAMS MAY BE REQUIRED. ADDITIONAL WATTLES MAY BE REQUIRED. 8.INSTALL PROTECTIVE DRAINAGE STRUCTURES AT ALL EXISTING STORM DRAIN INLETS WITHIN THE VICINITY OF THE CONSTRUCTION. 9.IMMEDIATELY FOLLOWING UTILITY LINE INSTALLATION AND ROUGH GRADING WITHIN DITCHES, INSTALL WATTLES OR CHECK DAMS. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED. 10. MATERIAL THAT IS DISPOSED OF OFF-SITE SHALL BE DONE SO IN A PROPERLY PERMITTED SITE WITH SUFFICIENT EROSION CONTROL MEASURES INSTALLED. CONTRACTOR SHALL STABILIZE THE WORK AREA AT THE END OF EACH DAY 11. THE CONTRACTOR SHALL CONDUCT SELF-INSPECTIONS OF THE EROSION AND SEDIMENTATION CONTROL MEASURES AND COMPETE THE FOLLOWING COMBINED SELF-INSPECTION FORM FOUND ON THE DEMLR WEBSITE: HTTPS://FILES.NC.GOV/NCDEQ/ENERGY%20MINERAL%20AND%20LAND%20RESOURCES/ STORMWATER/NPDES%20GENERAL%20PERMITS/DEMLR-MONITORING-FORM-REV- AUGUST-8-2019.PDF TWELVE MONTHS OF COMPLETE INSPECTION FORMS SHALL ALWAYS BE KEPT ON-SITE AND AVAILABLE FOR INSPECTION. 12. SELF-INSPECTIONS FOR EROSION AND SEDIMENTATION CONTROL MEASURES ARE TO BE PERFORMED AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITH 24 HOURS OF EVERY RAIN EVENT OF GREATER THAN 1 INCH. ANY NEED REPAIRS SHALL BE MADE IMMEDIATELY TO MAINTAIN MEASURES AS DESIGNED. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE MAINTAINED AS SPECIFIED IN THE DETAILS ON THIS PLAN. A RAIN GAUGE SHALL BE INSTALLED AT THE PROJECT SITE FOR MONITORING. 13. RETURN FORCE MAIN LINE INSTALLATION AREAS TO PRECONSTRUCTION CONDITIONS. SEED/GRASS OR MAT TO PROVIDE STABILIZATION AS THE WORK PROGRESSES. PLACE TEMPORARY STONE SURFACE IN PAVED AREAS UNTIL FINAL ASPHALT PAVEMENT CAN BE INSTALLED. INSTALL DITCH LINER AS SHOWN AND SEED ALL DISTURBED AREAS PER THE SPECIFICATIONS. ALL DISTURBED AREAS SHALL BE STABILIZED WITHIN 7 DAYS OF UTILITY LINE INSTALLATION. 14. EROSION CONTROL MEASURES SHALL BE MAINTAINED DURING THE ENTIRE LENGTH OF THE PROJECT UNTIL SITE IS PERMANENTLY STABILIZED. 15. UPON APPROVAL OF THE ENGINEER AND NCDEQ, EROSION CONTROL MEASURES MAY BE REMOVED. SEED AND PERMANENTLY STABILIZE ALL AREAS WHERE MEASURES ARE REMOVED. 16. WHEN THE PROJECT IS COMPLETE, THE CONTRACTOR SHALL CONTACT THE ENGINEER, AT WHICH TIME DEMLR WILL BE CONTACTED TO CLOSE OUT THE EROSION AND SEDIMENTATION CONTROL PLAN. TEMPORARY SEEDING SCHEDULE (TO TEMPORARILY STABILIZE DENUDED AREAS THAT WILL NOT BE BROUGHT TO FINAL GRADE FOR A PERIOD OF 15 WORKING DAYS) SEEDING DATES: DECEMBER 1 THRU APRIL 15 SEEDING MIXTURE: SPECIES RATE (LBS/AC) RYE (GRAIN) 120 ANNUAL LESPEDEZA (KOBE) 50 OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND BEYOND JUNE SOIL AMENDMENTS: FOLLOW SOIL TESTS OR APPLY: 2,000 LBS/AC LIMESTONE AND 750 LB/AC 10-10-10 FERTILIZER MULCH: 4,000 LBS/AC - 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.(1) MAINTENANCE: REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. SEEDING DATES: APRIL 15 - AUGUST 15 SEEDING MIXTURE: SPECIES RATE (LBS/AC) GERMAN MILLET 40 SOIL AMENDMENTS: FOLLOW SOIL TESTS OR APPLY: 2,000 LBS/AC LIMESTONE AND 750 LB/AC 10-10-10 FERTILIZER MULCH: 4,000 LBS/AC - ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OF A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.(1) MAINTENANCE: REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. SEEDING DATES: AUGUST 15 THRU DECEMBER 15 SEEDING MIXTURE: SPECIES RATE (LBS/AC) RYE (GRAIN) 120 SOIL AMENDMENTS: FOLLOW SOIL TESTS OR APPLY: 2,000 LBS/AC LIMESTONE AND 1,000 LB/AC 10-10-10 FERTILIZER MULCH: 4,000 LBS/AC - ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OF A MULCH ANCHORING TOOL. (1) (1) CHEMICAL MULCHES AND/OR SOIL BINDERS MAY BE USED ALONE OR, OR MAY BE USED TO TACK WOOD FIBER HYDROMULCHES. SYNTHETIC/CHEMICAL MULCHES SHALL NOT BE USED IN NON-TRAFFICKING AREAS. NO SYNTHETIC/CHEMICAL MULCHES SHALL BE USED THAT COULD BE HAZARDOUS TO FISH, WILDLIFE, OR WATER RESOURCES. TACK RATES SHALL FOLLOW MANUFACTURES SPECIFICATIONS FOR APPLICATION. MAINTENANCE: REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH 50 LBS/AC OF NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50 LBS/AC KOBE IN LATE FEBRUARY OR EARLY MARCH PERMANENT SEEDING SCHEDULE IN ROADWAY AREAS: MARCH 1 - AUGUST 31: SEED MIX: RATE: TALL FESCUE 50 LB/AC CENTIPEDE 10 LB/AC BERMUDAGRASS (HULLED) 25 LB/AC SOIL AMENDMENTS: RATE: FERTILIZER (10-20-20)500 LB/AC LIMESTONE 4000 LB/AC SEPTEMBER 1 - FEBRUARY 28: SEED MIX: RATE: TALL FESCUE 50 LB/AC CENTIPEDE 10 LB/AC BERMUDA GRASS (UNHULLED) 35 LB/AC SOIL AMENDMENTS: RATE: FERTILIZER (10-20-20)500 LB/AC LIMESTONE 4000 LB/AC MULCH: APPLY 4,000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCH. ANCHOR BY TACKING WITH ASPHALT, ROVING, NETTING, OR BY CRIMPING WITH A MULCH ANCHORING TOOL. CHEMICAL MULCHES AND/OR SOIL BINDERS MAY BE USED ALONE OR, OR MAY BE USED TO TACK WOOD FIBER HYDROMULCHES. SYNTHETIC/CHEMICAL MULCHES SHALL NOT BE USED IN NON-TRAFFICKING AREAS. NO SYNTHETIC/CHEMICAL MULCHES SHALL BE USED THAT COULD BE HAZARDOUS TO FISH, WILDLIFE, OR WATER RESOURCES. TACK RATES SHALL FOLLOW MANUFACTURES SPECIFICATIONS FOR APPLICATION. MAINTENANCE: REFERTILIZE THE FOLLOWING APRIL WITH 50 LB/ACRE NITROGEN. REPEAT AS GROWTH REQUIRES. MAY BE MOWED AS OFTEN AS NEEDED. NOTE: SEE NCDOT'S LATEST STANDARDS FOR STABILIZATION FOR MORE INFORMATION. IN WASTE/BORROW AREAS: MARCH 1 - AUGUST 31: SEED MIX: RATE: TALL FESCUE 25 LB/AC BERMUDAGRASS (HULLED) 75 LB/AC SOIL AMENDMENTS: RATE: FERTILIZER (10-20-20)500 LB/AC LIMESTONE 4000 LB/AC SEPTEMBER 1 - FEBRUARY 28: SEED MIX: RATE: TALL FESCUE 75 LB/AC BERMUDAGRASS (UNHULLED) 35 LB/AC SOIL AMENDMENTS: RATE: FERTILIZER (10-20-20)500 LB/AC LIMESTONE 4000 LB/AC FINAL DRAWING - FOR REVIEW PURPOSES ONLY - NOT RELEASED FOR CONSTRUCTION 5400 Trinity Road Suite 107 Raleigh, NC 27607 919.378.9111 NC Firm License # C-0459 mcgillassociates.com DIVISION VALUE = FEETGRAPHIC SCALE 0 500 500 250 500 1000 RCALL811BEFOREYOU D GI S A FE DIGGING P ARTNER19.01806 JOHNSTON COUNTY - PINE LEVEL SEWER FORCE MAIN REPLACEMENTSEDIMENT WATTLE NOT TO SCALE MAINTENANCE CONSTRUCTION SPECIFICATIONSCULVERT PROTECTION - WATTLE NOT TO SCALE SILT FENCE NOT TO SCALE NOT TO SCALE TEMPORARY ROCK CHECK DAM P:\2019\19.01806-JOHNSTONCONC-PINE LEVEL FORCEMAIN\DRAWINGS\SHEETS\C-505 SEC DETAILS 2 OF 3.DWG PLOT DATE 10/21/2020 4:17 PM SPENCER MEEKINSNO. DATE BY DESCRIPTION SHEET OFFICE MANAGER PROJECT MANAGER DESIGNER REVIEWER DATE PROJECT #FUNDING # C-505 SEDIMENTATION AND EROSION CONTROL DETAILS 2 OF 3 19.01806OCTOBER 21, 2020 SWM DCS BJR PINE LEVEL SEWER FORCE MAIN REPLACEMENTJOHNSTON COUNTY JOHNSTON COUNTY, NORTH CAROLINA N/A EC 1 EC 4 EC 5 EC 3 SILT FENCE - OUTLETEC 2 NOT TO SCALE FINAL DRAWING - FOR REVIEW PURPOSES ONLY - NOT RELEASED FOR CONSTRUCTION 5400 Trinity Road Suite 107 Raleigh, NC 27607 919.378.9111 NC Firm License # C-0459 mcgillassociates.com DIVISION VALUE = FEETGRAPHIC SCALE 0 500 500 250 500 1000 RCALL811BEFOREYOU D GI S A FE DIGGING P ARTNER19.01806 JOHNSTON COUNTY - PINE LEVEL SEWER FORCE MAIN REPLACEMENTTEMPORARY INLET PROTECTION - WATTLE NOT TO SCALE 12" Ø FILTER TUBE 36" WOODEN STAKE DRIVEN THROUGH FILTER TUBE - SET 18" IN GROUND ATTACH FILTER TUBE TO WOODEN STAKES W/ WIRE TIES NOTE: REMOVE SEDIMENT FROM BEHIND FILTER TUBE WHEN DEPTH HAS REACHED APPROXIMATELY 6" WATTLE- INLET PROTECTION UNPAVED CONDITION NOT TO SCALE EXISTING INLET WATTLE- INLET PROTECTION PAVED CONDITION NOT TO SCALE ” ” SWALE MATTING INSTALLATION NOT TO SCALE NOTES : DESIGN CRITERIA DIMENSION OF GRAVEL PAD CONSTRUCTION SPECIFICATIONS MAINTENANCE TEMPORARY CONSTRUCTION ENTRANCE NOT TO SCALE HORSESHOE INLET PROTECTION NOT TO SCALE EXAMPLE BORE PIT EROSION CONTROL PLAN NOT TO SCALE EC 6 EC 10 EC 7 EC 8 EC 9 6" #57 STONE ATTACHMENT POINT FOR PUMP DISCHARGE PUMP DISCHARGE HOSE ATTACHMENT POINT FOR PUMP DISCHARGE PUMP DISCHARGE HOSE GEOTEXTILE FILTER BAG SIZED FOR PUMP DISCHARGE (MIN. 10'X15') 6" #57 STONE UNDISTURBED EARTH SEWN-IN PIPE DISCHARGE SLEEVE SEWN-IN PIPE DISCHARGE SLEEVE INSTALL ON LESS THAN 5% SLOPE DEWATERING SILT BAGEC 11 NOT TO SCALE ¾P:\2019\19.01806-JOHNSTONCONC-PINE LEVEL FORCEMAIN\DRAWINGS\SHEETS\C-506 SEC DETAILS 3 OF 3.DWG PLOT DATE 10/21/2020 4:18 PM SPENCER MEEKINSNO. DATE BY DESCRIPTION SHEET OFFICE MANAGER PROJECT MANAGER DESIGNER REVIEWER DATE PROJECT #FUNDING # C-506 SEDIMENTATION AND EROSION CONTROL DETAILS 3 OF 3 19.01806OCTOBER 21, 2020 SWM DCS BJR PINE LEVEL SEWER FORCE MAIN REPLACEMENTJOHNSTON COUNTY JOHNSTON COUNTY, NORTH CAROLINA N/A TEMP. DITCH LINER SCHEDULE DITCH SECTION LINING TYPE TYP. DITCH SEC. #1 (2-LANE NCDOT ROAD)JUTE NET TYP. DITCH SEC. #2 (4-LANE NCDOT ROAD W/ MEDIAN) JUTE NET FINAL DRAWING - FOR REVIEW PURPOSES ONLY - NOT RELEASED FOR CONSTRUCTION 5400 Trinity Road Suite 107 Raleigh, NC 27607 919.378.9111 NC Firm License # C-0459 mcgillassociates.com NOT TO SCALE RCALL811BEFOREYOU D GI S A FE DIGGING P ARTNER19.01806 JOHNSTON COUNTY - PINE LEVEL SEWER FORCE MAIN REPLACEMENTP:\2019\19.01806-JOHNSTONCONC-PINE LEVEL FORCEMAIN\DRAWINGS\SHEETS\C-507 STREAM BUFFER AND WETLAND RESTORATION NOTES AND DETAILS.DWG PLOT DATE 10/21/2020 4:18 PM SPENCER MEEKINSNO. DATE BY DESCRIPTION SHEET OFFICE MANAGER PROJECT MANAGER DESIGNER REVIEWER DATE PROJECT #FUNDING # C-507 STREAM BUFFER AND WETLAND RESTORATION NOTES AND DETAILS 1 OF 2 19.01806OCTOBER 21, 2020 SWM DCS BJR PINE LEVEL SEWER FORCE MAIN REPLACEMENTJOHNSTON COUNTY JOHNSTON COUNTY, NORTH CAROLINA N/A BUFFER SEEDING NOTES BUFFER PLANTING NOTES LIVE STAKE & COIR MAT INSTALLATION NOT TO SCALE WETLAND RESTORATION NOTES MAINTENANCE REQUIREMENTS: 1. INSPECT STRUCTURE WEEKLY AND AFTER SIGNIFICANT ( 12 INCH OR GREATER) RAINFALL EVENTS TO SEE IF ANY DAMAGE HAS TAKEN PLACE. IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE. TEMPORARY STREAM BYPASS DETAIL NOT TO SCALE STREAM RESTORATION DETAIL NOT TO SCALE NCDEQ GENERNAL CONSTRUCTION NOTES ADJACENT WETLANDS AND STREAMS FINAL DRAWING - FOR REVIEW PURPOSES ONLY - NOT RELEASED FOR CONSTRUCTION 5400 Trinity Road Suite 107 Raleigh, NC 27607 919.378.9111 NC Firm License # C-0459 mcgillassociates.com NOT TO SCALE RCALL811BEFOREYOU D GI S A FE DIGGING P ARTNER19.01806 JOHNSTON COUNTY - PINE LEVEL SEWER FORCE MAIN REPLACEMENTNOT TO SCALE TREE PLANTING (FOR SINGLE AND MULTI-STEM TREES) BACKFILL AS SPECIFIED ROOT BALL DIA. HOSE LINED GUY WIRE VARIES 12" UNDISTURBED SOIL FINISH GRADE NOTES: 1. REMOVE WIRE AND NYLON TWINE FROM BALL AND CANOPY. 2. SOAK ROOT BALL AND PLANT PIT IMMEDIATELY AFTER INSTALLATION. 3. STAKING IS REQUIRED FOR ALL TREES. REMOVE EXCESS SOIL FROM SITE AND DISPOSE OF IN A LEGAL MANNER. 4. HOSE LINED GUY WIRES SHALL NOT BE TIGHT AROUND TREE, BUT JUST SECURED TO SUFFICIENTLY STABILIZE TREE FROM LARGER MOVEMENTS. 3 - 1"x2" HARDWOOD STAKES EQUALLY SPACED AROUND TREE RAISE PIT BOTTOM TO SET ROOT CROWN AT THE CORRECT HEIGHT. FIRM SOIL UNDER ROOT BALL. 4" HIGH / 6" WIDE MAXIMUM BERM OUTSIDE OF ROOTBALL ROOT CROWN TO BE AT FINISH GRADE KEEP MULCH AWAY FROM TRUNK 1" TO 2" 3"-4" SHREDDED HARDWOOD MULCH THROUGHOUT PLANTING BED. DO NOT COVER ROOT FLARES. REMOVE TYPICAL EXCESS SOIL FROM ROOT CROWN REMOVE TOP 1/3 BURLAP AND ANY NAILS/PINS, ETC. REMOVE TOP 1/3 OF WIRE BASKET WHERE PRESENT P:\2019\19.01806-JOHNSTONCONC-PINE LEVEL FORCEMAIN\DRAWINGS\SHEETS\C-507 STREAM BUFFER AND WETLAND RESTORATION NOTES AND DETAILS.DWG PLOT DATE 10/21/2020 4:18 PM SPENCER MEEKINSNO. DATE BY DESCRIPTION SHEET OFFICE MANAGER PROJECT MANAGER DESIGNER REVIEWER DATE PROJECT #FUNDING # C-508 STREAM BUFFER AND WETLAND RESTORATION NOTES AND DETAILS 2 OF 2 19.01806OCTOBER 21, 2020 SWM DCS BJR PINE LEVEL SEWER FORCE MAIN REPLACEMENTJOHNSTON COUNTY JOHNSTON COUNTY, NORTH CAROLINA N/A