20200590 Ver 1_Attachment F - Proposed Impacts_20200504

BLACK & VEATCH PROJECT 401350MARCH 2020CHARLOTTE WATER PROJECT 2019000751LEVEL 3 DRAWINGS
Business License No. F-079410925 David Taylor Drive, Suite 280Charlotte, North Carolina 28262Black & Veatch International Company416 AIRPORT BOULEVARDMOORISVILLE, NC 27560PARK CONSTRUCTION OF NORTH CAROLINA, INC.GENERAL NOTESEROSION CONTROL NOTESBYPASS PUMPING NOTES NOTESSHEET LIST
Business License No. F-079410925 David Taylor Drive, Suite 280Charlotte, North Carolina 28262Black & Veatch International Company416 AIRPORT BOULEVARDMOORISVILLE, NC 27560PARK CONSTRUCTION OF NORTH CAROLINA, INC.CB326CE/LR/WPETE/LUTUTUEUE(G)(W)(WM)(GM)S/LUE/LY326XXXXYSSDWWS/LUE/LTE/LR/WCE/LTTOHEOHEGASGASTBTBBBBB8''SSSDSDSDSDFOFOUTVUTVTEEE
S1-S2 Sheet 4S3-S4 Sheet 4S5-S8 Sheet 4S9-S10 Sheet 5S11-S12 Sheet 5S13-S16, W1-W2 Sheet 6Overview of Proposed ImpactsLimits of disturbance withinexisting roads along ColtsgateRd and Cameron Valley Py
Business License No. F-079410925 David Taylor Drive, Suite 280Charlotte, North Carolina 28262Black & Veatch International Company416 AIRPORT BOULEVARDMOORISVILLE, NC 27560PARK CONSTRUCTION OF NORTH CAROLINA, INC.VERTICAL SCALE 1"=4'4' 8'4'0HORIZONTAL SCALE 1"=40'20'40'040' 80'
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TTTEEEEEEEEPEPEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEVERTICAL SCALE 1"=4'4' 8'4'0HORIZONTAL SCALE 1"=40'20'40' 0 40' 80'Business License No. F-079410925 David Taylor Drive, Suite 280Charlotte, North Carolina 28262Black & Veatch International Company416 AIRPORT BOULEVARDMOORISVILLE, NC 27560PARK CONSTRUCTION OF NORTH CAROLINA, INC.Seasonal Stream E - Open Cut Sewer Crossing and Permanent Stream Crossing S1: Permanent Stream Crossing - 10 lf impact (armorflex) S2: Temporary Construction Disturbance - 26 lf impact Notes 4 and 6Perennial Stream A - Open Cut Sewer Crossing S3: Permanent Stream Impact - 10 lf impact (rip rap for stabilization) S4: Temporary Construction Disturbance - 23 lf impact Note 4Perennial Stream A - Open Cut Sewer Crossings S5: Permanent Stream Impact - 10 lf impact (rip rap for stabilization) S6: Temporary Construction Disturbance - 20 lf impact S7: Permanent Stream Impact - 10 lf impact (rip rap for stabilization) S8: Temporary Construction Disturbance - 20 lf impact Note 4
EXIST UTVSTA 23+01.05EXIST UESTA 23+49.55EXIST UESTA 23+81.21EXIST UTSTA 23+96.36EXIST UTVSTA 23+97.98EXIST WSTA 24+58.68EXIST UTVSTA 24+64.66UTVUTVUTVUTVUTVUTVUTVUTVUTVUTVUTVUTVUTVUTVUTV8''SSEEEE EE EE EE EE EE EEEEEEEEEE8''SS8''SS8''SS8''
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EXIST FOSTA 38+59.96EXIST FOSTA 39+59.77EXIST 18" SDINV EL 650.40±STA 39+02.87EXIST 15" SDINV EL 645.08±STA 39+44.68EXIST (3) 48" SDINV EL 644.33±STA 39+65.43EXIST FOSTA 39+90.88EXIST FOSTA 40+05.34EXIST GASSTA 40+03.26EXIST UESTA 40+11.16EXIST UTSTA 40+28.67EXIST WSTA 40+66.63EXIST FOSTA 40+75.45EXIST FOSTA 40+76.91EXIST FOSTA 40+90.83EXIST 36" SDINV EL 647.43±STA 41+21.46EXIST FOSTA 44+21.19EXIST FOSTA 44+88.55EXIST FOSTA 44+95.25FD 12"PIPEFDREBARFDREBAREM8''SS
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U.S. FOUNDRY & MFG. CORP.EAST JORDAN IRON WORKSMO/DAY/YRCL
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5 8014471MADE IN U.S.A.U.S. FOUNDRY(2)-Ø 1" ANCHORHOLES ON AØ 35 5/8" B.C.D.NOTES:LOAD RATING - HEAVY DUTYMATERIAL - ASTM A48-CLASS 35 GRAY IRONCOATING - UNDIPPEDUSE WITH TYPE 4 OR 5 COVERFRAME SHALL CONFORM TO DIMENSION AND WEIGHT REQUIREMENTS.FRAME SHALL NOT BE OUT OF ROUND.WEIGHT - 175 LB. MIN., 0% MINUS TOLERANCEWEIGHT - 154 LB. MIN., 0% MINUS TOLERANCEMACHINEDSURFACE1 1/2"FRAMEMACHINEDSURFACEMACHINEDSURFACE1 1/2"40 3/4"32 1/4"30"1 1/2"32 1/4"33 1/4"4"1 1/2"4"38"32 1/4"30"32 1/4"11/16"FRAMEMACHINEDSURFACE1 1/2"1 1/2"MAD
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S 001480111480 ZMO/DAY/YRU.S. FOUNDRY & MFG. CORP.EAST JORDAN IRON WORKSNOTES:LOAD RATING - HEAVY DUTYMATERIAL - DUCTILE OR CAST IRON AS INDICATED ABOVECOATING - UNDIPPEDUSE WITH TYPE D OR E FRAMEFRAME SHALL CONFORM TO DIMENSION AND WEIGHT REQUIREMENTS.FRAME SHALL NOT BE OUT OF ROUND.WEIGHT - 165 LB. MIN., 0% MINUS TOLERANCEWEIGHT - 150 LB. MIN., 0% MINUS TOLERANCEØ 1" VENT HOLE1 5/8"CAM LOCKSEE ASSEMBLYDETAIL1" ARIAL STYLETEST TYP.(2)-NONPENETRATINGPICKHOLES7"1/2"8 7/8"7/16"7/8"1 1/2"3 1/2"32"28 5/8"3 1/2"1 1/2"MACHINESURFACEVENT HOLE ℄ORS GASKETNEOPRENERUBBER60 DUROMETERUSF CAMLOCK5/8" HEX HEAD BOLTALL GRADE S.S.TYPE 304CAM LOCK45°VENT HOLE11/16"2 1/8"2 1/2"22.50°4°MACHINESURFACEMACHINESURFACEMACHINESURFACEORS GASKETNEOPRENERUBBER60 DUROMETER3/8"3/4"5/8"1 1/4"3/16"5/8"3/8"5/16"3/16" DOVETAILGROOVEØ18"Ø 7/8" CAM LOCKHOLE @ Ø 28 5/8"CLASS 35DATEUSF NLMATERIAL - ASTM A48 CLASS 35PICK HOLES DETAILMATERIAL - ASTM A536 DUCTILE IRON- GRADE 80-55-06PICK HOLES DETAILCHARLOTTE - MECKLENBURG UTILIT I E S SANITARYSEWERMADE INTHE U.S.ASANITARYSEWERW A R NING: DO NOT ENTERCHARLOTTE - MECKLENBURG UTILI T I E S 32"7"1/4"3 1/2"5/16"9"VENTHOLE ℄31 1/4"(OUSIDE OF GROOVE)1" LETTERS(RECESSED FLUSH)(2) CLOSEDPICKHOLES1" DIA VENTHOLE(2) CAMS(SEE DETAIL)1 3/4"LETTERINGRECESSED1" LETTERINGRECESSED1 1/2"5/16"9"3 1/2"5/8"27 3/4"1/4"NEOPRENEGASKETVENT HOLEDI 80-55-06GS1480C1CLDIPROD. NO.MO/DY/YRX1 1/4".240".180"3/4"1"7/16"2 1/4"1 3/8"WELD ON JAM NUT OR PEENEND THREADS ON BOLT5/8-11 TYPE 304SS NYLOKNUT5/8-11 HEXJAM NUT TYPE 304 SSBRONZELOCK LUG5/8" I.D. 1 1/2" O.D.RUBBER WASHER5/8" I.D. 1 1/2" O.D.TYPE 304 SS FLAT WASHER5/8"-11 X 31/2" LG TYPE304 SSHEX BOLTWARNINGDO NOT ENTERU.S. FOUNDRY & MFG. CORP.EAST JORDAN IRON WORKSNOTES:LOAD RATING - HEAVY DUTYMATERIAL - ASTM A48-CLASS 35 GRAY IRONCOATING - UNDIPPEDUSE WITH TYPE 4 OR 5 COVERFRAME SHALL CONFORM TO DIMENSION AND WEIGHT REQUIREMENTS.FRAME SHALL NOT BE OUT OF ROUND.WEIGHT - 175 LB. MIN., 0% MINUS TOLERANCEWEIGHT - 170 LB. MIN., 0% MINUS TOLERANCEMO/DAY/YRCLA
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SANITARY SEWERMADE IN THE U.S.AWARNINGDO NOT ENTER1 5/8"CAM LOCKSEE ASSEMBLYDETAIL1" ARIAL STYLETEST TYP.(2)-NONPENETRATINGPICKHOLES32"28 5/8"3 1/2"1 1/2"CAM LOCKMACHINESURFACE1/2"8 7/8"7/16"7/8"1 1/2"3 1/2"MACHINESURFACEORS GASKETNEOPRENERUBBER60 DUROMETERUSF CAMLOCK5/8" HEX HEAD BOLTALL GRADE S.S.TYPE 30411/16"2 1/8"2 1/2"3/8"3/4"5/8"1 1/4"3/16"5/8"3/8"5/16"3/16" DOVETAILGROOVEMATERIAL - ASTM A48 CLASS 35PICK HOLES DETAIL45°22.50°4°ORS GASKETNEOPRENERUBBER60 DUROMETERØ18"Ø 7/8" CAM LOCKHOLE @ Ø 28 5/8"CLASS 35DATEUSF NLDI 80-55-06GS1480A1CLDIPROD. NO.MO/DY/YRXMATERIAL - ASTM A536 DUCTILE IRON- GRADE 80-55-06PICK HOLES DETAILMACHINESURFACESANITARYSEWERW A R NING: DO NOT ENTERCHARLOTTE - MECKLENBURG UTILI T I E S
1" LETTERS(RECESSED FLUSH)(2) CLOSEDPICKHOLES(2) CAMS(SEE DETAIL)1 3/4"LETTERINGRECESSED1" LETTERINGRECESSED1 1/2"5/16"9"3 1/2"5/8"27 3/4"1/4"NEOPRENEGASKET1 1/2"MACHINESURFACE32"1/4"3 1/2"5/16"9"3 1/2"31 1/4"(OUSIDE OF GROOVE)WELD ON JAM NUT OR PEENEND THREADS ON BOLT5/8-11 TYPE 304SS NYLOKNUT5/8-11 HEXJAM NUT TYPE 304 SSBRONZELOCK LUG5/8" I.D. 1 1/2" O.D.RUBBER WASHER5/8" I.D. 1 1/2" O.D.TYPE 304 SS FLAT WASHER5/8"-11 X 31/2" LG TYPE304 SSHEX BOLT.240".180"3/4"1"7/16"2 1/4"1 3/8"STREET VIEW - GRAVITY SEWER TRACER WIREPLAN VIEWNEW SERVICE ON EXISTING MAINMAGNESUIM ANODE (1 LB. MIN.)REQUITED WHERE NO TRACER WIREIS LOCATED ON SEWER MAIN (TYP)CURBCURBCURBCURBNO SPLICESPLICEFLOWSEWER MAIN LINESEWER MANHOLENO SPLICESTREET/ROADWAYNO. 12 GAUGESOLID COPPERTRACERWIRE (TYP)WRAP TRACER WIRE AROUNDOUTSIDE OF MANHOLE ANDCONNECT EACH WIRE TOGROUND ROD (SEE CLTWATERSTD. DETAIL)SEWER TRUNK LINEFLOWPLANTING STRIPSIDEWALKSEWERMAIN LINESEWER SERVICE LATERALSEWER SERVICE LATERALSEWER SERVICE LATERALSEWER MANHOLESTREET/ROADWAYPLANTING STRIPSIDEWALKFLOWWRAP TRACER WIRE AROUND OUTSIDEOF MANHOLE AND CONNECT EACH WIRETO GROUND ROD (SEE CLTWATER STD.DETAIL)EXIST. SEWERMAIN LINEWITHOUTTRACER WIRENO. 12 GAUGE SOLIDCOPPER TRACERWIRE (TYP)NO. 12 GAUGESOLID COPPERTRACER WIRE (TYP)NO. 12 GAUGESOLID COPPERTRACER WIRE (TYP)NO. 12 GAUGESOLID COPPERTRACER WIRE (TYP)RIGHT OF WAYEASEMENT LINECLEANOUTCLEANOUTCLEANOUTRIGHT OF WAYEASEMENT LINECONCRETE PAD(SEE CLTWATER STD.DETAIL)VALVE BOXASSEMBLY(SEECLTWATERSTD.DETAIL)PROPERTYEASEMENTLINECONCRETE PAD(SEE CLTWATER STD.DETAIL)VALVE BOXASSEMBLY(SEE CLTWATER STD.DETAIL)PROPERTYEASEMENT LINECONCRETE PAD(SEE CLTWATER STD.DETAIL)VALVE BOXASSEMBLY(SEE CLTWATER STD.DETAIL)NO. 12 GAUGESOLID COPPERTRACER WIRE (TYP)SEWERMANHOLESEWERTRUNKLINESEWEROUTFALLNOSPLICESTREAMNO. 12 GAUGESOLID COPPERTRACER WIRE(TYP)WRAP TRACER WIREAROUND OUTSIDE OFMANHOLE AND CONNECTEACH WIRE TO GROUNDROD (SEE CLTWATERSTD. DETAIL)FLOWFLOWSTREAMSEWEROUTFALLTRENCH DETAILTRACER WIRE FOR GRAVITY SEWER DEEPER THAN 8 FTPROFILE VIEWWARNING TAPETRACER WIREWARNING TAPETRACER WIRESEWERPIPE12"4' TO 5'FINISH GRADE24"SEWERMANHOLEFINISH GRADESECTION VIEWSEWERMANHOLECONNECTIONDETAILNO. 12 GAUGE SOLIDCOPPER TRACERWIRE (TYP)NO. 12 GAUGESOLID COPPERTRACERWIRE (TYP)FINISH GRADESEWERMANHOLENO SPLICESERVICELATERALSEWERPIPEGRAVITY SEWERMAIN LESS THAN8' DEPTHTRACING WIRESHALL BEATTACHED TOPIPEGRAVITY SEWER MAIN GREATER THAN 8'DEPTH TRACER WIRE SHALL BE ATTACHEDTO PIPE AND PLACED AT A DEPTH OF 4TO 5 FEET DIRECTLY ABOVE SEWER PIPENOTES:1. TRACER WIRE SHOWN AWAY FROM PIPE FOR CLARITY.TRACER WIRE SHALL BE INSTALLED IMMEDIATELYADJACENT TO THE SEWER PIPE. TRACER WIRE SHALL BEFASTENED TO THE PIPE WITH ZIP TIES AR 10 FOOTINTERVALS.2. TRACER WIRE SHALL BE SOLID COPPER NO. 12 GAUGEWITH 30 MILS GREEN HDPE INSULATION.Business License No. F-079410925 David Taylor Drive, Suite 280Charlotte, North Carolina 28262Black & Veatch International Company416 AIRPORT BOULEVARDMOORISVILLE, NC 27560PARK CONSTRUCTION OF NORTH CAROLINA, INC.
Business License No. F-079410925 David Taylor Drive, Suite 280Charlotte, North Carolina 28262Black & Veatch International Company416 AIRPORT BOULEVARDMOORISVILLE, NC 27560PARK CONSTRUCTION OF NORTH CAROLINA, INC.
SLOPES WITH EROSION CONTROL MATTINGDETAIL FOR STABILIZING CHANNELS ANDB. TAMP THE TRENCH FULL OF SOIL. SECURE IN A TRENCH 5 INCHES OR MORE INA. BURY THE TOP END OF THE MATTINGMETAL FENCE POSTNOT TO SCALESEDIMENT FENCEANOTES:8"8"2'-6"DISTURBEDBACKFILLCOMPACTED(SEE NOTE #2)FABRICEARTHFENCINGWIRE MESHUNDISTURBEDEARTH3'-6" MIN @ 8'-0" O.C.1 1/2"NOT TO SCALE#8 GAUGE WIRETYPICAL STAPLES10" DOUBLE ROW OF STAPLES. IN SLIT TRENCH AND TAMPED,D. CHECK SLOT-- FOLD OF MATTING BURIED 4 INCHES DOWN FROM THE TRENCH. WITH ROW OF STAPLES, 10" SPACING, DEPTH.PRESED INTO THE SOIL. AROUND STRUCTURES, AND STAPLE SECURELY.F. PRESS ENDS OF MATTING 4 INCHES INTO THE SOILCKEEP THE MATTING FIRMLYAPART AS REQUIRED TOPLACE STAPLES 3 FEETE. OVERFALLBusiness License No. F-079410925 David Taylor Drive, Suite 280Charlotte, North Carolina 28262Black & Veatch International Company416 AIRPORT BOULEVARDMOORISVILLE, NC 27560PARK CONSTRUCTION OF NORTH CAROLINA, INC.
Business License No. F-079410925 David Taylor Drive, Suite 280Charlotte, North Carolina 28262Black & Veatch International Company416 AIRPORT BOULEVARDMOORISVILLE, NC 27560PARK CONSTRUCTION OF NORTH CAROLINA, INC.NOT TO SCALEPIPE ENCASEMENTCASEMENT PIPE UNDER ROAD4" LETTERSZONA PROTECTORA PARA LOS ARBOLESPROHIBIDO ENTRARTREE PROTECTION ZONENO TRESPASSINGCONCRETEBLOCKPLAN VIEWWASHED STONE2:1 SLOPE,NCDOT #57 SECTIONTEMP SEDIMENTSEDIMENT1'- 6" MIN2'- 0" MAXPOOL2:1DEWATERINGDROP INLETW/ GRATEW/ 1/2" OPENINGSWIRE SCREEN1'-4"NOT TO SCALECONCRETE ENACASEMENT BENEATH CREEKSSECTION A-AISOMETRIC VIEWSUPPORTFRAME2 IN x 4 INSTAPLEPOSTLATHENAILSFLOW2 FT16 INAA
Business License No. F-079410925 David Taylor Drive, Suite 280Charlotte, North Carolina 28262Black & Veatch International Company416 AIRPORT BOULEVARDMOORISVILLE, NC 27560PARK CONSTRUCTION OF NORTH CAROLINA, INC.10'
Business License No. F-079410925 David Taylor Drive, Suite 280Charlotte, North Carolina 28262Black & Veatch International Company416 AIRPORT BOULEVARDMOORISVILLE, NC 27560PARK CONSTRUCTION OF NORTH CAROLINA, INC.
NCG01 GROUND STABILIZATION AND MATERIALS HANDLINGEFFECTIVE: 04/01/19GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITHTHE NCG01 CONSTRUCTION GENERAL PERMITImplementing the details and specifications on this plan sheet will result in the constructionactivity being considered compliant with the Ground Stabilization and Materials Handlingsections of the NCG01 Construction General Permit (Sections E and F, respectively). Thepermittee shall comply with the Erosion and Sediment Control plan approved by thedelegated authority having jurisdiction. All details and specifications shown on this sheetmay not apply depending on site conditions and the delegated authority having jurisdiction.GROUND STABILIZATION SPECIFICATIONStabilize the ground sufficiently so that rain will not dislodge the soil. Use one of thetechniques in the table below:POLYACRYLAMIDES (PAMS) AND FLOCCULANTS1. Select flocculants that are appropriate for the soils being exposed duringconstruction, selecting from the NC DWR List of Approved PAMS/Flocculants.2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.3. Apply flocculants at the concentrations specified in the NC DWR List of ApprovedPAMS/Flocculants and in accordance with the manufacturer's instructions.4. Provide ponding area for containment of treated Stormwater before dischargingoffsite.5. Store flocculants in leak-proof containers that are kept under storm-resistant coveror surrounded by secondary containment structures.HAZARDOUS AND TOXIC WASTE1. Create designated hazardous waste collection areas on-site.2. Place hazardous waste containers under cover or in secondary containment.3. Do not store hazardous chemicals, drums or bagged materials directly on the ground.EQUIPMENT AND VEHICLE MAINTENANCE1. Maintain vehicles and equipment to prevent discharge of fluids.2. Provide drip pans under any stored equipment.3. Identify leaks and repair as soon as feasible, or remove leaking equipment from theproject.4. Collect all spent fluids, store in separate containers and properly dispose ashazardous waste (recycle when possible).5. Remove leaking vehicles and construction equipment from service until the problemhas been corrected.6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum productsto a recycling or disposal center that handles these materials.LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE1. Never bury or burn waste. Place litter and debris in approved waste containers.2. Provide a sufficient number and size of waste containers (e.g dumpster, trashreceptacle) on site to contain construction and domestic wastes.3. Locate waste containers at least 50 feet away from storm drain inlets and surfacewaters unless no other alternatives are reasonably available.4. Locate waste containers on areas that do not receive substantial amounts of runofffrom upland areas and does not drain directly to a storm drain, stream or wetland.5. Cover waste containers at the end of each workday and before storm events orprovide secondary containment. Repair or replace damaged waste containers.6. Anchor all lightweight items in waste containers during times of high winds.7. Empty waste containers as needed to prevent overflow. Clean up immediately ifcontainers overflow.8. Dispose waste off-site at an approved disposal facility.9. On business days, clean up and dispose of waste in designated waste containers.PAINT AND OTHER LIQUID WASTE1. Do not dump paint and other liquid waste into storm drains, streams or wetlands.2. Locate paint washouts at least 50 feet away from storm drain inlets and surfacewaters unless no other alternatives are reasonably available.3. Contain liquid wastes in a controlled area.4. Containment must be labeled, sized and placed appropriately for the needs of site.5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes fromconstruction sites.PORTABLE TOILETS1. Install portable toilets on level ground, at least 50 feet away from storm drains,streams or wetlands unless there is no alternative reasonably available. If 50 footoffset is not attainable, provide relocation of portable toilet behind silt fence or placeon a gravel pad and surround with sand bags.2. Provide staking or anchoring of portable toilets during periods of high winds or in highfoot traffic areas.3. Monitor portable toilets for leaking and properly dispose of any leaked material.Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replacewith properly operating unit.HERBICIDES, PESTICIDES AND RODENTICIDES1. Store and apply herbicides, pesticides and rodenticides in accordance with labelrestrictions.2. Store herbicides, pesticides and rodenticides in their original containers with thelabel, which lists directions for use, ingredients and first aid steps in case ofaccidental poisoning.3. Do not store herbicides, pesticides and rodenticides in areas where flooding ispossible or where they may spill or leak into wells, stormwater drains, ground wateror surface water. If a spill occurs, clean area immediately.4. Do not stockpile these materials onsite.CONCRETE WASHOUTS1. Do not discharge concrete or cement slurry from the site.2. Dispose of, or recycle settled, hardened concrete residue in accordance with localand state solid waste regulations and at an approved facility.3. Manage washout from mortar mixers in accordance with the above item and inaddition place the mixer and associated materials on impervious barrier and withinlot perimeter silt fence.4. Install temporary concrete washouts per local requirements, where applicable. If analternate method or product is to be used, contact your approval authority forreview and approval. If local standard details are not available, use one of the twotypes of temporary concrete washouts provided on this detail.5. Do not use concrete washouts for dewatering or storing defective curb or sidewalksections. Stormwater accumulated within the washout may not be pumped into ordischarged to the storm drain system or receiving surface waters. Liquid waste mustbe pumped out and removed from project.6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless itcan be shown that no other alternatives are reasonably available. At a minimum,install protection of storm drain inlet(s) closest to the washout which could receivespills or overflow.7. Locate washouts in an easily accessible area, on level ground and install a stoneentrance pad in front of the washout. Additional controls may be required by theapproving authority.8. Install at least one sign directing concrete trucks to the washout within the projectlimits. Post signage on the washout itself to identify this location.9. Remove leavings from the washout when at approximately 75% capacity to limitoverflow events. Replace the tarp, sand bags or other temporary structuralcomponents when no longer functional. When utilizing alternative or proprietaryproducts, follow manufacturer's instructions.10. At the completion of the concrete work, remove remaining leavings and dispose ofin an approved disposal facility. Fill pit, if applicable, and stabilize any disturbancecaused by removal of washout.EARTHEN STOCKPILE MANAGEMENT1. Show stockpile locations on plans. Locate earthen-material stockpile areas at least50 feet away from storm drain inlets, sediment basins, perimeter sediment controlsand surface waters unless it can be shown no other alternatives are reasonablyavailable.2. Protect stockpile with silt fence installed along toe of slope with a minimum offset offive feet from the toe of stockpile.3. Provide stable stone access point when feasible.4. Stabilize stockpile within the timeframes provided on this sheet and in accordancewith the approved plan and any additional requirements. Soil stabilization is definedas vegetative, physical or chemical coverage techniques that will restrain acceleratederosion on disturbed soils for temporary or permanent control needs.AABELOW GRADE WASHOUT STRUCTURE1:1SIDE SLOPE(TYP.)10 MILPLASTICLINING3'-0"SECTION A-ANOT TO SCALEABOVE GRADE WASHOUT STRUCTURENOT TO SCALEPLANSECTION B-BHIGHCOHESIVE &LOW FILTRATIONSOIL BERM8"6"2'HIGHCOHESIVE &LOW FILTRATIONSOIL BERM1:1 SIDE SLOPE(TYP.)10 MILPLASTIC LININGBB3'-0"ASANDBAGS (TYP.)OR STAPLESSANDBAGS (TYP.)OR STAPLESSANDBAGS (TYP.)OR STAPLESSANDBAGS (TYP.)OR STAPLESNOTES:1. ACTUAL LOCATION DETERMINED IN FIELD2. THE CONCRETE WASHOUT STRUCTURES SHALL BEMAINTAINED WHEN THE LIQUID AND/OR SOLID REACHES75% OF THE STRUCTURES CAPACITY.3.CONCRETE WASHOUT STRUCTURE NEEDS TO BECLEARY MARKED WITH SIGNAGE NOTING DEVICE.NOTES:1. ACTUAL LOCATION DETERMINED IN FIELD2. THE CONCRETE WASHOUT STRUCTURESSHALL BE MAINTAINED WHEN THE LIQUIDAND/OR SOLID REACHES 75% OF THESTRUCTURES CAPACITY TO PROVIDEADEQUATE HOLDING CAPACITY WITH AMINIMUM 12 INCHES OF FREEBOARD.3.CONCRETE WASHOUT STRUCTURE NEEDSTO BE CLEARY MARKED WITH SIGNAGENOTING DEVICE.ONSITE CONCRETE WASHOUTSTRUCTURE WITH LINERCONCRETEWASHOUTCONCRETEWASHOUTPLANCLEARLY MARKED SIGNAGENOTING DEVICE (18"X24" MIN.)CLEARLY MARKED SIGNAGENOTING DEVICE (18"X24" MIN.)SILT FENCE10'MIN10'MINSECTION E: GROUND STABILIZATIONRequired Ground Stabilization TimeframesNote: After the permanent cessation of construction activities, any areas with temporaryground stabilization shall be converted to permanent ground stabilization as soon aspracticable but in no case longer than 90 calendar days after the last land disturbingactivity. Temporary ground stabilization shall be maintained in a manner to render thesurface stable against accelerated erosion until permanent ground stabilization is achieved.Site Area DescriptionTimeframe variations-7 days for perimeter dikes, swales,ditches, perimeter slopes and HQW Zones-10 days for Falls Lake Watershed unlessthere is zero slopeStabilize within thismany calendardays after ceasingland disturbance77714NoneNone(a) Perimeter dikes,swales, ditches, andperimeter slopes(b) High Quality Water(HQW) Zones(c) Slopes steeper than3:1If slopes are 10' or less in length and arenot steeper than 2:1, 14 days areallowed(d) Slopes 3:1 to 4:1(e) Areas with slopesflatter than 4:114-7 days for slopes greater than 50' inlength and with slopes steeper than 4:1-7 days for perimeter dikes, swales,ditches, perimeter slopes and HQWZones-10 days for Falls Lake WatershedBusiness License No. F-079410925 David Taylor Drive, Suite 280Charlotte, North Carolina 28262Black & Veatch International Company416 AIRPORT BOULEVARDMOORISVILLE, NC 27560PARK CONSTRUCTION OF NORTH CAROLINA, INC.
PART IIISELF-INSPECTION, RECORDKEEPING AND REPORTINGSECTION A: SELF-INSPECTIONSelf-inspections are required during normal business hours in accordance with the tablebelow. When adverse weather or site conditions would cause the safety of the inspectionpersonnel to be in jeopardy, the inspection may be delayed until the next business day onwhich it is safe to perform the inspection. In addition, when a storm event of equal to orgreater than 1.0 inch occurs outside of normal business hours, the self-inspection shall beperformed upon the commencement of the next business day. Any time when inspectionswere delayed shall be noted in the Inspection Record.NOTE: The rain inspection resets the required 7 calendar day inspection requirement.PART IIISELF-INSPECTION, RECORDKEEPING AND REPORTINGSECTION B: RECORDKEEPING1. E&SC Plan DocumentationThe approved E&SC plan as well as any approved deviation shall be kept on the site. Theapproved E&SC plan must be kept up-to-date throughout the coverage under this permit.The following items pertaining to the E&SC plan shall be documented in the mannerdescribed:2. Additional Documentation In addition to the E&SC Plan documents above, the following items shall be kept on thesite and available for agency inspectors at all times during normal business hours, unless the Division provides a site-specific exemption based on unique site conditions that make this requirement not practical:(a) This general permit as well as the certificate of coverage, after it is received.(b) Records of inspections made during the previous 30 days. The permittee shall recordthe required observations on the Inspection Record Form provided by the Division ora similar inspection form that includes all the required elements. Use ofelectronically-available records in lieu of the required paper copies will be allowed ifshown to provide equal access and utility as the hard-copy records.(c) All data used to complete the Notice of Intent and older inspection records shall bemaintained for a period of three years after project completion and made availableupon request. [40 CFR 122.41]PART IIISELF-INSPECTION, RECORDKEEPING AND REPORTINGSECTION C: REPORTING1. Occurrences that must be reportedPermittees shall report the following occurrences:(a) Visible sediment deposition in a stream or wetland.(b) Oil spills if:xThey are 25 gallons or more,xThey are less than 25 gallons but cannot be cleaned up within 24 hours,xThey cause sheen on surface waters (regardless of volume), orxThey are within 100 feet of surface waters (regardless of volume).(a) Releases of hazardous substances in excess of reportable quantities under Section 311 of the Clean WaterAct (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA (Ref: 40 CFR 302.4) or G.S. 143-215.85.(b) Anticipated bypasses and unanticipated bypasses.(c) Noncompliance with the conditions of this permit that may endanger health or the environment.2. Reporting Timeframes and Other RequirementsAfter a permittee becomes aware of an occurrence that must be reported, he shall contact the appropriateDivision regional office within the timeframes and in accordance with the other requirements listed below.Occurrences outside normal business hours may also be reported to the Division's Emergency Responsepersonnel at [phone], [phone] or [phone].EFFECTIVE: 04/01/19NCG01 SELF-INSPECTION, RECORDKEEPING AND REPORTINGBusiness License No. F-079410925 David Taylor Drive, Suite 280Charlotte, North Carolina 28262Black & Veatch International Company416 AIRPORT BOULEVARDMOORISVILLE, NC 27560PARK CONSTRUCTION OF NORTH CAROLINA, INC.