HomeMy WebLinkAbout6-22-20 Complete Set Hardee's at CameronNC 87 S & BUFFALO LAKE RD.HARDEE'S - CAMERON, N.C.CAMERON, N.C.
BUFFALO LAKE RD.
Hardee's at CAMERON, NORTH CAROLINAOwner/Developer:Surveyor:Civil Engineering:Contact: J. Michael Stocks, PEmstocks@stocksengineering.comLicense Number: 19843Contact: Reggie Barnacascel reggiebarnacascel@boddienoell.com
CAMERON, N.C.
BUFFALO LAKE RD.
Hardee's at
PLANTING SCHEDULEPLANTING LEGEND
SEE OVERLAPDETAILL7SECURITYL I G H T I N GTMPK2 2-3/8” Adjustable KnuckleA29.12”B24.19”(704 mm) (614 mm)MOUNTING OPTIONSSide ViewC14.25”(362 mm)D4.13”(105 mm)DIMENSIONSABDFrontWeight:25.0 lbs(11.3 kg)EPA1.0 ft2RA Rectangular ArmBack ViewAccepts 2 3/8” ODtenon, min 4” long.Side ViewSF2 2-3/8” OD Slip Fitter32 1/4”Back ViewAD Decorative Arm18 3/4”7 3/4”6 5/8”C VIPER L SERIESDIMENSIONS20'3"5"15.5"10"SES POLES (SQUARE STEEL STRAIGHT POLE)Luminaire ScheduleSymbolQtyLabelArrangementLLFDescriptionLum. Watts6ASINGLE0.900Viper 96L-280-5k7-4W-UNV-A-DB276.71A2902 @ 90 DEGREES0.900Viper 96L-280-5k7-4W-UNV-A-DB-276.721PSINGLE0.900RWSC-72-3K-UD-PS-U23.83QSINGLE0.900RWSC-36L-5K-DO-U-PS14.4Calculation SummaryLabelCalcTypeUnitsAvgMaxMinAvg/MinMax/MinPAVED SURFACE READINGSIlluminanceFc5.5616.32.02.788.15PROPERTY LINE READINGSIlluminanceFc0.704.20.0N.A.N.A.4.1
3.3
2.8
2.4
2.5
2.4
3.3
4.1
6.0
6.2
5.2
7.6
5.6
7.4
5.0
4.5
6.8
5.4
6.1
5.3
6.2
4.4
4.0
4.6
7.0
8.7
6.6
10.3
6.7
9.4
5.9
2.1
7.0
5.5
9.7
7.8
7.9
6.2
9.7
7.2
5.1
5.6
4.5
4.1
5.3
8.8
8.5
9.4
8.8
10.0
7.8
5.1
3.7
4.3
4.6
6.7
7.5
6.7
8.7
9.8
5.2
5.4
9.1
6.4
4.4
3.7
4.0
6.8
11.4
16.3
14.4
10.3
7.1
5.3
4.4
3.3
4.6
7.3
9.0
7.0
5.8
6.0
7.3
8.1
7.5
7.3
7.3
5.7
4.3
3.4
3.5
5.0
7.8
11.0
10.0
7.7
6.8
6.6
6.2
4.7
3.5
5.6
6.2
4.8
4.7
5.4
5.3
4.9
4.4
4.6
4.2
3.2
3.1
7.8
7.5
6.0
6.0
8.4
8.7
4.7
2.8
4.4
4.8
4.1
4.1
7.3
6.9
5.6
4.6
5.1
4.7
3.1
2.5
5.5
5.6
4.9
5.5
8.0
5.5
6.5
2.6
3.9
4.5
4.1
4.0
3.5
3.9
4.0
5.3
7.8
5.0
10.1
3.1
4.2
4.6
4.8
4.3
2.5
3.1
3.7
5.2
8.6
8.9
4.8
4.2
5.9
6.0
5.0
4.5
2.2
2.9
4.0
5.7
8.6
8.8
5.8
4.1
7.5
8.0
4.7
3.9
2.1
2.9
4.3
6.0
7.4
6.9
5.0
7.4
4.5
7.3
4.6
3.4
2.2
2.4
2.9
4.2
6.0
8.0
6.9
4.5
10.3
4.1
6.9
4.6
3.1
3.2
4.1
4.9
7.0
8.4
7.9
7.5
8.0
9.7
7.7
3.9
2.6
2.7
3.4
5.1
7.3
9.6
6.8
4.5
3.7 7.0
7.6
4.2
2.9
2.9
3.6
5.0
7.3
7.8
7.5
8.0
7.7
5.9
4.4
3.1
3.0
3.3
4.4
6.8
5.4
4.6
4.2
3.8
3.9 5.9 5.9
4.1
2.9
2.6
3.1
4.8
7.7
6.3
4.1
6.7
7.8
4.9
3.3
2.7
3.2
4.1
5.8
9.1
4.9
9.9
2.5 3.3 3.5 3.5 2.7
2.0
2.4
3.9
4.5
4.5
10.1
4.3
4.6
3.8
2.5
2.0
2.5
3.3
4.5
5.9
4.1
3.9
0.0
0.0
0.1
0.1
0.1
0.1
0.1
0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.2 0.2 0.5 0.9 1.1 1.2 1.1 0.9 0.8
1.0
1.0
1.3
1.8
1.5
1.1
1.1
0.9
0.8
0.9
1.2
1.5
1.8
1.7
1.0
0.7
0.6
0.5
0.3
0.2
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
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0.00.0
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0.0
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0.0
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0.1
0.1
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0.5
0.8
1.3
2.0
2.8
4.0
4.2
3.7
2.6
4.0
4.1
3.8
2.7
2.0
1.6
1.3
1.3
1.4
1.3
1.4
1.5
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WWWVWDDYHWVWWVWasphault curbPL PER PB2001PG384APPARENT OVERLAPPL PER PB2007PG988SEE OVERLAPDETAILEX.
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A
INBEGIN OVERLAY24'' STD. CURB & GUTTERDUMPSTER PAD
W/8' HIGH
SCREENING TO
MATCH BUILDING
SOLID WHITE LINE
DASHED WHITE LINE
SOLID WHITE LINE
SOLID WHITE LINE
SOLID WHITE LINE
DASHED WHITE LINE
DASHED WHITE LINE
SOLID WHITE LINE
DOUBLE YELLOW LINE
8' F
ORCE MAIN LINE PER FIELD MARKINGSCOCOCO(N.C.S.R 1115)(VARIABLE WIDTH R/W)
B
UFFALO
LAKE ROAD(VARIABLE WIDTH R/W)NC 87 SGP(TYP)FF=392.29'PIN: 9575-95-3545.000N/FWRAY MINI STORAGE LLCDB 1854-0413PB 2003-3932x3CATV PIT2x3 CATVPITLOW6.5'CHAINLINK FENCE4'CHAINLINK FENCE
GRAVELGRAVEL
RIPRAPRIPRAPRIPRAP
COOKS/BUFFALOLAKE RD SIGN87S/BUFFALOLAKE SIGNADOPT A HIGHWAY SIGNRASHEL/BUFFALO LAKE RD SIGNWRAY MINISTORAGE SIGNADOPT A HIGHWAYSIGN45 MPH SIGNTBMMAG NAILELEV=397.02'452.38' TO CBDIN45° 09' 46"WL7
2'x3' RISER STRUCTURETRASH GRATE DETAIL
A-8.2A-8.2A-8.2
HAND PLACEDDENSELY COMPACTEDBACKFILL TO 1 FT.ABOVE TOP OF PIPEUNDISTURBED EARTHBEDDED PIPENOTE:HAVE MINIMUM OF 3' COVER. FORCEMINIMUM OF 3'-6" COVER.FORCE MAINPIPE LAYINGCONDITION "E"SHAPED SUBGRADESHALL PROVIDE BEARINGALONG ENTIRE LENGTHOF PIPE BARRELPIPEO.D.ELECTRONIC MARKER BALLS AT 100' ONCENTER & AT BENDS. MARKER BALLS SHALLBE INSTALLED AT 1 1/2 TO 2' DEEP.NOTE: MARKER BALLS SHALL BE INSTALLEDCONCURRENTLY WITH PIPE. MARKERBALLS SHALL NOT BE INSTALLED AFTERTRENCH HAS BEEN COMPLETELYBACKFILLED.1/2 PIPE O.D.24" + O.D. MAX.12" + O.D. MIN.NOTE: PIPE SHALL BE BEDDED UP TOSPRING LINE AND MINIMUM 4" BELOWBOTTOM OF PIPE WHEN WET AREAS AREENCOUNTERED.13"26"x20" RECTANGULARVALVE BOX19"ISOMETRICAPLAN20"26"3 1/2"AELEVATION12.0ABS PLASTIC21 1/2"6 3/4"14"20"SHOWN WITH EXTENSTION22 3/4"B
2019 HRW REQUIRED UTILITY NOTES(Revision 7 - November 2019)The following utility notes should be added to the coversheet of utility plans for projects located in Harnett County:WATERA.The Fire Marshal's Office shall approve all hydrant types and locations in new subdivisions. However, HarnettRegional Water (HRW) prefers the contractors to install one of the following fire hydrants:1.Mueller - Super Centurion 250 A-423 model with a 5¼” main valve opening three way (two hosenozzles and one pumper nozzle);2.American Darling - Mark B-84-B model with a 5¼” main valve opening three way (two hose nozzlesand one pumper nozzle);3.Waterous - Pacer B-67-250 model with a 5¼” main valve opening three way (two hose nozzles andone pumper nozzle) or approved equal for standardization.B.Fire hydrants are installed at certain elevations. Any grade change in the vicinity of any fire hydrant whichimpedes its operation shall become the responsibility of the Utility Contractor for correction. Corrections willbe monitored by the HRW Utility Construction Inspector and the Harnett County Fire Marshal.C. The Professional Engineer (PE) shall obtain and provide the NCDEQ “Authorization to Construct” permit to theUtility Contractor before the construction of the water line shall begin. The Utility Contractor must post a copyof the NCDEQ “Authorization to Construct” permit issued by the North Carolina Department of EnvironmentalQuality - Division of Environmental Health, Public Water Supply (NCDEQ-DEH, PWS) on site prior to the startof construction. The permit must be maintained on site throughout the entire construction process of theproposed water lines that will serve this project.D.The Utility Contractor shall notify Harnett Regional Water (HRW) and the Professional Engineer (PE) at leasttwo days prior to construction commencing. The Utility Contractor must schedule a pre-constructionconference with Mr. Alan Moss, HRW Utility Construction Inspector at least two (2) days before constructionwill begin and the Utility Contractor must coordinate with HRW for regular inspection visitations andacceptance of the water system(s). Construction work shall be performed only during the normal workinghours of HRW which is 8:00 am - 5:00 pm Monday through Friday. Holiday and weekend work is notpermitted by HRW.E. The Professional Engineer (PE) shall provide HRW and the Utility Contractor with a set of NCDEQ approvedplans marked “Released for Construction” at least two days prior to construction commencing. The RegisteredLand Surveyor (RLS) should stake out all lot corners and the grade stakes for the proposed finish grade foreach street before the Utility Contractor begins construction of the water line(s). The grade stakes should beset with a consistent offset from the street centerline so as not to interfere with the street grading and utilityconstruction.F.The Utility Contractor shall provide the HRW Utility Construction Inspector with material submittals andshop drawings for all project materials prior to the construction of any water line extension(s), and associatedwater services in Harnett County. The materials to be used on the project must meet the establishedspecifications of HRW and be approved by the Engineer of Record prior to construction. All substandardmaterials or materials not approved for use in Harnett County found on the project site must be removedimmediately when notified by the HRW Utility Construction Inspector.G.The water main(s), fire hydrants, service lines, meter setters and all associated appurtenances shall beconstructed in strict in accordance with the standard specifications of the Harnett Regional Water (HRW). TheUtility Contractor shall be responsible to locate the newly installed water main(s), water service lines and allassociated meter setters and meter boxes for other utility companies and their contractors until the newwater main(s) have been approved by the North Carolina Department of Environmental Quality, Division ofEnvironmental Health, Public Water Supply Section (NCDEQ, DEH, PWS) and accepted by HRW.H.Prior to acceptance, all services will be inspected to insure that they are installed at the proper depth. Allmeter boxes must be flush with the ground level at finish grade and the meter setters must be a minimumof 8” below the meter box lid. Meter setters shall be centered in the meter box and supported by brick, blockor stone.I. The Utility Contractor shall provide the Professional Engineer (PE) and HRW Utility Construction Inspectorwith a set of red line drawings identifying the complete water system installed for each project. The red linedrawings should identify the materials, pipe sizes and approximate depths of the water lines as well as thegate valves, fire hydrants, meter setters, blow off assemblies and all associated appurtenances for all waterline(s) constructed in Harnett County. The red line drawings should clearly identify any deviations from theNCDEQ approved plans. All change orders must be approved by HRW and the Professional Engineer (PE) inwriting and properly documented in the red line field drawings.J. Potable water mains crossing other utilities and non-potable water lines (sanitary sewer, stormsewer, RCP, etc.) shall be laid to provide a minimum vertical distance of twenty-four (24”) inches between thepotable water main and all other utilities. NCDOT requires the new water mains to be installed under thestorm water lines. The potable water main shall be installed with twenty-four (24”) inches of verticalseparation and with ductile iron pipe when designed to be placed under a non-potable water line such assanitary sewer or storm sewer lines. If these separations cannot be maintained then the water main shall beinstalled with ductile iron pipe. Both the potable water main and the non-potable water line must be cast ironor ductile iron pipe (DIP) if the state minimum separations cannot be maintained. The ductile iron pipe mustbe laid so the mechanical joints are at least (10') feet from the point where the potable water main crosses thenon-potable water line.K.Potable water mains installed parallel to non-potable water lines (sanitary sewer, storm sewer, RCP, etc.) shallbe laid to provide a minimum horizontal distance of ten (10') feet between the potable water main andsanitary sewer mains, sewer laterals and services. The horizontal separation between the potable watermain and any other utility or storm sewer shall not be less than five (5') feet. The potable water main must beductile iron pipe if this horizontal separation of ten (10') feet cannot be maintained. The ductile iron pipeshall extend at least ten (10') feet beyond the point where the minimum required horizontal separation of ten(10') feet can be re-established.L. Meter setters shall be installed in pairs on every other lot line where possible to leave adequate space forother utilities to be installed at a later time. The meter setters shall be installed at least one (1') foot insidethe right-of-way and at least three (3') to five (5') feet from the property line between the lots.M.HRW requires that meter boxes for ¾” services shall be 12” wide x 17” long ABS plastic boxes atleast 18” in height with cast iron lids/covers. Meter boxes for 1” services shall be 17” wide x 21” long ABSplastic boxes at least 18” in height with plastic lids and cast iron flip covers in the center of the lids. Meterboxes for 2” services shall be 20” wide x 32” long ABS plastic boxes at least 20” in height with plastic lids andcast iron flip covers in the center of the lids.N.Master meters must be installed in concrete vaults sized for the meter assembly and associatedappurtenances so as to provide at least eighteen (18”) inches of clearance between the bottom of the concretevault and the bottom of the meter setter. The master meter must be provided test ports if the meter is notequipped with test ports from the manufacturer in accordance with the HRW established standardspecifications and details. Ductile iron pipe must be used for the master meter vault piping and valve vaultpiping. The Utility Contractor must provide shop drawings for the meter vaults to HRW prior to ordering theconcrete vaults.O.The Utility Contractor will install polyethylene SDR-9 water service lines that cross under the pavement insidea schedule 40 PVC conduit to allow for removal and replacement in the future. Two (2) independent ¾” waterservice lines may be installed inside one (1) - two (2”) inch schedule 40 PVC conduit ortwo (2) independent 1” water service lines may be installed inside one (1) - three (3”) inch schedule 40 PVCconduit, but each water service shall be tapped directly to the water main. Split services are not allowed byHRW.P.The water main(s), fire hydrants, gate valves, service lines, meter setters and associated appurtenances mustbe rated for 200 psi and hydrostatically pressure tested to 200 psi. The hydrostatic pressure test(s) must bewitnessed by the HRW Utility Construction Inspector. The Utility Contractor must notify HRW when they areready to begin filling in lines and coordinate with Harnett Regional Water to witness all pressure testing.Q.The Utility Contractor shall conduct a pneumatic pressure test using compressed air or other inert gas on thestainless steel tapping sleeve(s) prior to making the tap on the existing water main. This pneumatic pressuretest must be witnessed by the HRW Utility Construction Inspector. The Utility Contractor shall useRomacbrand stainless steel tapping sleeve(s) or approved equal for all taps made in Harnett County. All new waterline extensions must begin with a resilient wedge type gate valve sized equal to the diameter of the new waterline extension in order to provide a means of isolation between Harnett Regional Water's existing water mainsand the new water line extensions under construction.R.All water mains will be constructed with SDR-21 PVC Pipe or Class 50 Ductile Iron Pipe rated for at least 200psi or greater. All pipes must be protected during loading, transport, unloading, staging, and installation. PVCpipe must be protected from extended exposure to sunlight prior to installation.S. All water mains will be flushed and disinfected in strict accordance with the standard specifications of theHarnett Regional Water. All water samples collected for bacteria testing will be collected by the HRW UtilityConstruction Inspector and tested in the HRW Laboratory.T.All fittings larger than two (2”) inches diameter shall be ductile iron. HRW requires that mechanical joints beassembled with grip rings as “Megalug” fittings are not approved by Harnett Regional Water for pipe sizessmaller than twelve inches (12”) diameter. PVC pipe used for water mains shall be connected by slip joint ormechanical joint with grip rings. Glued pipe joints are not allowed on PVC pipe used for water mains inHarnett County.U.HRW requires that the Utility Contractor install tracer wire in the trench with all water lines. The tracer wireshall be 12 ga. insulated, solid copper conductor and it shall be terminated at the top of the valve boxes ormanholes. No spliced wire connections shall be made underground on tracer wire installed in Harnett County.The tracer wire may be secured with duct tape to the top of the pipe before backfilling.V.The Utility Contractor will provide Professional Engineer (PE) and the HRW Utility Construction Inspectorwith a set of red line field drawings to identify the installed locations of the water line(s) and all associatedservices. All change orders must be pre-approved by HRW and the Professional Engineer (PE) in writing andproperly documented in the red line field drawings.W.The Utility Contractor shall spot dig to expose each utility pipe or line which may conflict withconstruction of proposed water line extensions well in advance to verify locations of the existing utilities. TheUtility Contractor shall provide both horizontal and vertical clearances to the Professional Engineer (PE) toallow the PE to adjust the water line design in order to avoid conflicts with existing underground utilities. TheUtility Contractor shall coordinate with the utility owner and be responsible for temporary relocation and/orsecuring existing utility poles, pipes, wires, cables, signs and/or utilities including services in accordance withthe utility owner requirements during water line installation, grading and street construction.X.Prior to the commencement of any work within established utility easements or NCDOT right-of-ways theUtility Contractor is required to have a signed NCDOT encroachment agreement posted on site and notify allconcerned utility companies in accordance with G.S. 87-102. The Utility Contractor must call the NC One CallCenter at 811 or (800) 632-4949 to verify the location of existing utilities prior to the beginning ofconstruction. Existing utilities shown in these plans are taken from maps furnished by various utilitycompanies and have not been physically located or verified by the P.E. (i.e. TELEPHONE, CABLE, WATER,SEWER, ELECTRICAL POWER, FIBER OPTIC, NATURAL GAS, ETC.). The Utility Contractor will be responsible torepair any and all damages to the satisfaction of the related utility company.Y.The Utility Contractor shall provide HRW with at least one (1) fire hydrant wrench and one (1) break-awayflange kit for every subdivision with fire hydrants developed in Harnett County. These items must beprovided to HRW before the final inspection will be scheduled by the HRW Utility Construction Inspector. Inaddition, the Utility Contractor shall install a 4” x 4” concrete valve marker at the edge of the right-of-way toidentify the location of each gate valve installed in the new water system with the exception of the fire hydrantisolation valves. The contractor shall measure the distance from the center of the concrete marker to thecenter of the valve box. This distance (in linear feet) shall be stamped on the brass plate located on the top ofthe concrete valve marker. In lieu of installing the concrete valve markers, the Utility Contractor may provideat least two measurements from two independent permanent above ground structures to the ProfessionalEngineer (PE) in the red line drawings to identify the valve locations. The Professional Engineer (PE) mustinclude these measurements in the As-Built Record Drawings submitted to HRW.Z. The Utility Contractor will be responsible for any and all repairs due to leakage damage from poorworkmanship during the one (1) year warranty period once the water system improvements have beenaccepted by Harnett Regional Water. Harnett Regional Water will provide maintenance and repairs whenrequested and bill the Developer and/or Utility Contractor if necessary due to lack of response within 48hours of notification of warranty work. The Utility Contractor will be responsible for any and all repairs dueto damages resulting from failure to locate the new water lines and associated appurtenances for otherutilities and their contractors until the water lines have been approved by NCDEQ and accepted by HRW. Thefinal inspection of water system improvements cannot be scheduled with HRW until the streets have beenpaved; the rights-of-way and utility easements have been seeded and stabilized with an adequate stand ofgrass in place to prevent erosion issues on site.AA The Engineer of Record is responsible to insure that construction is, at all times, in compliance withaccepted sanitary engineering practices and approved plans and specifications. No field changes to theapproved plans are allowed without prior written approval by HRW. A copy of each engineer's field reportis to be submitted to HRW as each such inspection is made on system improvements or testing is performedby the contractor. Water and sewer infrastructure must pass all tests required by HRW specifications andthose of all applicable regulatory agencies. These tests include, but are not limited to: air test, vacuum test,mandrel test, visual test, pressure test, bacteriological test, etc. A HRW Inspector must be present duringtesting and all test results shall be submitted to HRW. All tests must be satisfied before the final inspectionwill be scheduled with the HRW Inspector. The Engineer of Record must request in writing to schedule thefinal inspection once all construction is complete. The Developer's Engineer of Record and the HRW UtilityConstruction Inspector shall prepare a written punch list of any defects or deficiencies noted during thefinal inspection, should any exist. Upon completion of the punch list, the Developer's Engineer of Recordwill schedule another inspection. In the event the number of inspections performed by the HRW exceedstwo, additional fees may be accessed to the Developer.SANITARY SEWERA. The Professional Engineer (PE) shall obtain and supply a copy of the sewer permit for the construction and operation ofthe wastewater collection system to the Utility Contractor before the construction of the sanitary sewer line, sewer liftstation and associated force main shall begin. The Utility Contractor must post a copy of the sewer permit issued by theNorth Carolina Department of Environmental Quality (NCDEQ) on site prior to the start of construction. The permitmust be maintained on site during the construction of the sewer system improvements.B. The Utility Contractor shall notify Harnett Regional Water (HRW) and the Professional Engineer (PE) at least two daysprior to construction commencing. The Utility Contractor must schedule a pre-construction conference with Mr. AlanMoss, HRW Utility Construction Inspector at least two (2) days before construction will begin and the Utility Contractormust coordinate with HRW for regular inspection visitations and acceptance of the wastewater system(s). Constructionwork shall be performed only during the normal working hours of HRW which is 8:00 am - 5:00 pm Monday throughFriday. Holiday and weekend work is not permitted by HRW.C. The Professional Engineer (PE) shall provide HRW with a set of NCDEQ approved plans marked “Released forConstruction” at least two days prior to construction commencing. HRW will stamp the approved plans as “Released forConstruction” and provide copies to the utility contractor. The Registered Land Surveyor (RLS) shall stake out all lotcorners and establish grade stakes for the proposed finish grade for each street and sewer line before the UtilityContractor begins construction or installation of the manholes, sanitary sewer gravity line(s), sewer lift stations and/orsanitary sewer force main(s). The grade stakes should be set with a consistent offset from the street centerline so as notto interfere with the street grading or utility construction.D. The Utility Contractor shall provide the HRW Utility Construction Inspector with material submittals and shop drawingsfor all project materials prior to the construction of any gravity sewer line(s), manhole(s), sewer lift station(s) andassociated force main(s) in Harnett County. The materials to be used on the project must meet the establishedspecifications of HRW and be approved by the Engineer of Record prior to construction. All substandard materials ormaterials not approved for use in Harnett County found on the project site must be removed immediately when notifiedby the HRW Utility Construction Inspector.E. The sanitary sewer lateral connections should be installed 90° (perpendicular) to the sanitary sewer gravity lines withschedule 40 PVC pipe. HRW requires the Utility Contractor to provide the Professional Engineer (PE) with accuratemeasurements for locating sanitary sewer service lateral and associated each sanitary sewer clean-out. Thesemeasurements should be taken from the nearest downstream manhole up along the sanitary sewer main to the in-linewye fitting (or tapping saddle) and then another measurement from the in-line wye fitting (or tapping saddle) tothe 4” x 4” long sweep combination wye fitting at the bottom of the sewer clean-out stack. These field measurementsmust be provided to the Professional Engineer (PE) in the red line drawings from the Utility Contractor for properdocumentation in the As-Built Record Drawings submitted to HRW.F. The Utility Contractor shall be responsible to locate the newly installed sanitary sewer gravity line(s), sanitary sewerforce main(s), sanitary sewer service lateral(s) and all associated sewer clean-out(s) in the proposed sanitary sewersystem for other utility companies and their contractors until the new sanitary sewer line(s) and associatedappurtenances have been approved by the North Carolina Department of Environmental Quality (NCDEQ) and acceptedby HRW. All new sanitary sewer lines must have at least three (3 ft. ) feet of cover and extend under all existing watermain and storm water lines with a least 24” of vertical clearance below the bottom of the existing water main and stormwater lines.G. The sanitary sewer gravity line(s), manhole(s), sanitary sewer service lateral(s) and associated clean-out(s) shall beconstructed in strict accordance with the standard specifications of the Harnett Regional Water. The sanitary sewergravity line(s) must pneumatically pressure tested with compressed air at 5 psi and the sanitary sewer force main(s)must hydrostatically pressure tested with water or air at 200 psi. Sanitary sewer manholes must be vacuum tested to 10inches of mercury and cannot drop below 9 inches in 60 seconds for 4 ft. diameter manholes, 75 seconds for 5 ft.diameter manholes. All tests mentioned above must be witnessed by the HRW Utility Construction Inspector andEngineer.H. Prior to acceptance, all sewer service laterals will be inspected to insure that they are installed at the proper depth. Allsewer clean-outs must be installed so the 4” x 4” long sweep combination wye is at least three (3') feet but no more thanfour (4') feet below the finish grade unless otherwise approved in writing by HRW. The sewer cleanouts shall have afour (4”) schedule 40 PVC pipe stubbed up from both ends of the 4” x 4” long sweep combination wye to be at leasttwo (2') feet above the finish grade and cover each end with a four (4”) inch temporary cap to keep outdirt, sand, rocks, water and construction debris. The vertical stack on each clean-out must be provided with a concretedonut for protection.I. Once the sanitary sewer gravity line(s) have been installed, pneumatically pressure tested and in place for at least 30days, the Utility Contractor must contact the HRW Utility Construction Inspector to witness the mandrel test on each PVCsanitary sewer gravity line. The Utility Contractor will notify HRW to schedule the mandrel testing. The mandrel andproving ring must be supplied by the Utility Contractor. Closed circuit video camera inspections (at the UtilityContractor's expense) may be required by the HRW Utility Construction Inspector if the mandrel and mirror tampingtesting cannot be completed with satisfactory results. The sanitary sewer lines should be flushed clean using a sewerball of the proper diameter before any mandrel testing can be performed. The Utility Contractor is responsible toremove all dirt, sand, silt, gravel, mud and debris from the newly constructed sewer lines exercising care to keep theHarnett Regional Water's existing sanitary sewer systems clean. Sanitary sewer force main(s) shall be pressure tested to200 psi for at least 2 hours like water lines.J. The Utility Contractor shall be responsible to locate the newly installed sanitary sewer system(s) for other utilitycompanies and their contractors until the new sanitary sewer system(s) have been approved by the North CarolinaDepartment of Environmental Quality (NCDEQ) and accepted by HRW.K. HRW requires that the Utility Contractor install tracerwire in the trench with all sanitary sewer force mains. The tracer wire shall be 12 ga. insulated, solid copper conductorand it shall be terminated at the top of the valve boxes or manholes. No spliced wire connections shall be madeunderground on tracer wire installed in Harnett County. The tracer wire may be secured with duct tape to the top of thepipe before backfilling. The tracer wire is not required for the gravity sewer line(s) between manholes.L. The Utility Contractor shall provide the Professional Engineer (PE) and HRW Utility Construction Inspector with a set ofred line drawings identifying the complete sewer system installed for each project. The red line drawings shouldidentify the materials, pipe sizes and approximate depths of the sewer lines as well as the installed locations of themanhole(s), sanitary sewer gravity line(s), sanitary sewer service laterals, clean-outs, sewer lift station(s) andassociated force main(s). The red line drawings should clearly identify any deviations from the NCDEQ approved plans.All change orders must be approved by HRW and the Professional Engineer (PE) in writing and properly documented inthe red line field drawings.M. Prior to the commencement of any work within established utility easements or NCDOT right-of-ways the UtilityContractor is required to notify all concerned utility companies in accordance with G.S. 87-102. The Utility Contractormust call the NC One Call Center at 811 or (800) 632-4949 to verify the location of existing utilities prior to the beginningof construction. Existing utilities shown in these plans are taken from maps furnished by various utility companies andhave not been physically located by the P.E. (i.e. TELEPHONE, CABLE, WATER, SEWER, ELECTRICAL POWER, FIBER OPTIC,NATURAL GAS, ETC.).N. The Utility Contractor shall spot dig to expose each existing utility pipe or line which may conflict with construction ofproposed sanitary sewer line extensions well in advance to verify locations of the existing utilities. The UtilityContractor shall provide both horizontal and vertical clearances to the Professional Engineer (PE) to allow the PE toadjust the sanitary sewer line design in order to avoid conflicts with existing underground utilities. The UtilityContractor shall coordinate with the utility owner and be responsible for temporary relocation of existing utilitiesand/or securing existing utility poles, pipes, wires, cables, signs and/or utilities including services in accordance withthe utility owner's requirements during sanitary sewer line installation, grading and street construction.O. When making a tap on an existing sewer force main, the Utility Contractor must have a permit from the North CarolinaDepartment of Environmental Quality (NCDEQ) prior to begin the tap work. The Utility Contractor shall conduct apneumatic pressure test using compressed air or other inert gas on the stainless steel tapping sleeve and gate valveprior to making the tap on an existing sanitary sewer force main. This pneumatic pressure test must be witnessed by theHRW Utility Construction Inspector. The Utility Contractor shall useRomac brand stainless steel tapping sleeve(s) orapproved equal for all taps made on sanitary sewer force mains in Harnett County. The Utility Contractor shall useRomac brand Style “CB” sewer saddles with stainless steel bands or approved equal for all taps made on existingsanitary sewer gravity lines in Harnett County.P. The Utility Contractor shall provide a grease trap for each sanitary sewer service lateral that will be connected to arestaurant, food processing facility and any other commercial or industrial facility as required by the Harnett CountyFat, Oil & Grease Ordinance. The grease trap must be rated for a minimum capacity of at least 1,000 gallons unlessotherwise approved in writing by the HRW Pre-Treatment Coordinator. Garbage disposals should not be installed inhomes and businesses that discharge wastewater to the Harnett Regional Water's Sanitary Sewer System as they are notapproved by HRW.Q. Each sewer lift station must be provided with three phase power (at least 480 volts) and constructed to meet theminimum requirements of the latest version of the National Electrical Code (NEC) and Harnett Regional Water standardspecifications and details. If three phase power is not available from the power company other arrangements must beapproved by HRW Engineering prior to the start of construction.R. Where a new sanitary sewer force main is connected to an existing manhole in the Harnett Regional Water sewercollections system, the Utility Contractor must provide a protective coating (coal tar epoxy) for the interior surfaces ofthe manhole to protect it against corrosion, erosion and deterioration from the release of sewer gases such as methaneand hydrogen sulfide.S. The sewer lift station design and associated equipment must meet or exceed the MINIMUM REQUIREMENTS FORHARNETT COUNTY SEWER LIFT STATIONS 2009 edition. Each sanitary sewer lift station must be constructed with anall-weather access road that is at least 20 feet wide. The lift station site must be covered with weed blocking materialand at least six (6”) inches of # 57 stone (crush and run).T. Once a sewer lift station has been installed, the Utility Contractor is responsible to schedule a draw down test with HRWEngineering and Collections staff, the Professional Engineer (PE), the Electrician, the original equipment manufacturer's(OEM) representatives [For both the Pumps and the Generator]. This draw down test must be completed with powersupplied from the electrical utility company and with power supplied by the emergency generator with satisfactoryresults before final inspections are conducted by the HRW Utility Construction Inspector.U. Once the Utility Contractor completes the installation of a sewer lift station, the Professional Engineer (PE) must submitthe sewer permit certification and As-Built Record Drawings to the North Carolina Department of Environmental Quality(NCDEQ) and HRW for final approval. The Utility Contractor must supply HRW Engineering staff with three originalOperation & Maintenance (O&M) Manuals along with the associated pump curves and electrical schematics for theassociated sewer lift station equipment including all warranty information and documentation.V. Once the Utility Contractor completes the installation of a sewer lift station, the Developer must pay HRW theestablished System Control and Data Acquisition (SCADA) fees before the SCADA system will be installed at the newsewer lift station. The SCADA system must be installed and operational before the utilities may be accepted by HRW andplaced into operation.W. HRW requires the Utility Contractor to provide all necessary equipment and devices for the testing and inspection of thesanitary sewer system. The equipment and devices may include but not limited to lamping with mirrors, mandrels,sewer balls, plugs, air compressors and associated compressed air lines. If the HRW Utility Construction Inspectordeems that a closed circuit video camera inspection of the newly constructed sewer system is necessary, then all costsfor the closed circuit camera inspection will be the responsibility of the Utility Contractor. All closed circuit videocamera inspections must be recorded on VHS tapes that will released to HRW for record keeping, review and approval ofthe sewer system.X. Any use of sewer plugs to temporarily block Harnett Regional Water's existing sanitary sewer lines must be coordinatedwith the HRW Collections Supervisor at least two (2) days in advance of installing the plugs. The sewer plugs must beremoved as soon as possible once the new sanitary sewer lines have been inspected, pressure tested, mandrel tested,approved by the North Carolina Department of Environmental Quality (NCDEQ) and accepted by HRW to allow the sewerto flow as designed in Harnett Regional Water's existing sanitary sewer lines or when so ordered by the HRW CollectionsSupervisor to limit interruptions to the normal flow of the sanitary sewer collection system(s). The Utility Contractormust provide the pumps hoses and necessary connectors for a temporary pump around setup if required by the HRWCollections Supervisor. Mr. Randolph Clegg, HRW Collections Supervisor may be contacted between 8:00 am and 5:00pm Monday through Friday at (910) 893-7575 extension 3241.Y. The Utility Contractor will be responsible for any and all repairs due to leakage or damage resulting from poorworkmanship during the one (1) year warranty period once the sewer system improvements have been approved by theNorth Carolina Department of Environmental Quality (NCDEQ) and accepted by HRW. The Utility Contractor will beresponsible for any and all repairs due to damages resulting from failure to locate the new sanitary sewer lines andassociated appurtenances for other utilities and their contractors until the sanitary sewer lines have been approved byNCDEQ and accepted by HRW. HRW will provide maintenance and warranty repairs if necessary due to lack of responsewithin 48 hours of notification of warranty work. HRW will invoice the Developer and/or Utility Contractor formaterials and labor in such cases.Z. In developments and projects that require utility easements to be established for future HRW right-of-way, theRegistered Land Surveyor (RLS) must provide the HRW Right-of-Way Agent with an official copy of the recorded plat andlegal description of the said easement as recorded with the Harnett County Register of Deeds. The recorded documentsmust be provided to the HRW Right-of-Way Agent before the utility improvements within the said easement can beplaced into operation. Any and all easements that must be obtained from adjoining property owners must be providedto HRW by the Developer at no cost to Harnett County. The final inspection of all sanitary sewer system improvementscannot be scheduled with HRW until the streets have been paved; the rights-of-way and utility easements have beenseeded and stabilized with an adequate stand of grass in place to prevent erosion issues on site.AA. The Engineer of Record is responsible to insure that construction is, at all times, in compliance with accepted sanitaryengineering practices and approved plans and specifications. No field changes to the approved plans are allowedwithout prior written approval by HRW. A copy of each engineer's field report is to be submitted to HRW as each suchinspection is made on system improvements or testing is performed by the contractor. Water and sewer infrastructuremust pass all tests required by HRW specifications and those of all applicable regulatory agencies. These tests include,but are not limited to: air test, vacuum test, mandrel test, visual test, pressure test, bacteriological test, etc. A HRWInspector must be present during testing and all test results shall be submitted to HRW. All tests must be satisfiedbefore the final inspection will be scheduled with the HRW Inspector. The Engineer of Record must request in writing toschedule the final inspection once all construction is complete. The Developer's Engineer of Record and the HRW UtilityConstruction Inspector shall prepare a written punch list of any defects or deficiencies noted during the final inspection,should any exist. Upon completion of the punch list, the Developer's Engineer of Record will schedule anotherinspection. In the event the number of inspections performed by the HRW exceeds two, additional fees may be accessedto the Developer.18"30 1/2"31"17 1/2"40 3/4"18"27 3/4"ELEVATIONELEVATIONBAABS PLASTIC
CAMERON, N.C.
BUFFALO LAKE RD.
Hardee's at230V 1PH60HZL1L2NGL2L1NGROUND INACCORDANCEWITH THE NECDR1055SR12CB 220AL1FU2 AMPNCB 315A321FLS89863FLS452FLS7910PUMP 1OFFCON18212PUMP 2OFFCON2822TO P1 WWP 122TO P2 WWP 154FLS22ALARMCR125A CR1 A21F23A CR2 A21RC ALSILENCERELAYHIGH LEVELALARMBEACONALARMRELAY3232119HAND215AUTO131618WSD17362LT20RPUMP 1 SEALALARM215WSD2736PUMP 2 ON14MTP217 95O/L296A111HANDAUTO1013151LTCON2A2PUMP 2CONTACTORPUMP 1 ONSRC13141511121022RPUMP 2 SEALALARM1FLS892FLSCR124AHSILENCEHIGH LEVELALARMBUZZER673FLS5LAG PUMP ON342G4FLSHIGH LEVELDuplex Control Panel S20 PackageCustomer:Power RequirementsHP 2 X 2F.L.A. 24Voltage230Drawing ACS -PDA-0239Phase1 Hz 60LEAD PUMP ONAmerican Control Service, LLCVinemont, Alabama256-735-0013PUMP OFFMPUMP 1 MOTOR111ALT2712L1L2NMTP114 95O/L196A1CON1A2PUMP 1CONTACTORSRCMPUMP 2 MOTORFROM CUSTOMER230/1/6081136SR227FIELD TERMINALSLEGENDAH ----- ALARM HORNAL ----- ALARM LIGHTCON --- CONTACTORCB ----- CIRCUIT BREAKERDR ----- DISCHARGE RESISTORFLS ---- FLOAT SWITCHLT ----- PILOT LIGHTFU ----- FUSEMTP --- MOTOR THERMAL SWITCHOL ----- OVERLOADRC ----- RUN CAPACITORSC ----- START CAPACITORSR ----- START RELAYSS ----- SELECTOR SWITCHTB ----- TERMINAL BLOCKPUMP 1 MTPPUMP 1 WWPPUMP 2 MTPPUMP 2 WWPWSD --- WATER SENSING DEVICEWWP --- WATER WARNING PROBEHIGH LEVEL ALARMDRY CONTACTSCR22627CR228202122ALARM COMMONALARM N.O. CONTACTALARM N.C. CONTACTWIRE TYPEPOWER115V CONTROL115V NEUTRALGROUNDCOLORBLACKREDWHITEGREENGFCI OUTLET075DR261SC2L1L2L1L2CON 2 OL 2L2L10706RC253CRS1241SC1CAUTION: PANEL DOES NOT CONTAINA MAIN DISCONNECT SWITCH A UL LISTEDDISCONNETSWITCH MUST BEINSTALLED AHEAD OF THE PANELIN ACCORDANCE WITHN.E.C.L1L2CB 120AL1L2CON 1 OL 1L2L10504RC13CRS12ALMMTPWWPPUMP 1S20/2W2.1 HP10.8 AMPSNOTES1. C TERMINAL IS WIRED TO COMMONON PUMP MOTOR.2. R TERMINAL IS WIRED TO RUN WINDINGON PUMP MOTOR.3. S TERMINAL IS WIRED TO START WINDINGON PUMP MOTOR.4. WWP IS WATER SENSING PROBE IN PUMPMOTOR.5. MTP IS THERMAL CONTACT IN PUMP MOTOR.MTPWWPPUMP 2S20/2W2.1 HP10.8 AMPSRTRTTERMG GPUMP 1 PUMP 2SEALSEALH O ARUNH O ARUNSWSD1WSD2FUC1OL1C2OL2GFCIGFICB3PUMP 1CB1PUMP 2CB2HORNSC1RC1SR1SC2RC2SR2CR1CR2ALTINNER DOORBACKPLATE24" X 24" X 10" NEMA 4X
CAMERON, N.C.
BUFFALO LAKE RD.
Hardee's atNCG01 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.SECTION 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 Watershed
NCG01 SELF-INSPECTION, RECORDKEEPING AND REPORTINGEFFECTIVE: 04/01/19PART 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 kept on site and available forinspection at all times during normal business hours.2. Additional Documentation to be Kept on Site In addition to the E&SC plan documents above, the following items shall be kept on the site and available for 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 twelve months. The permittee shallrecord the required observations on the Inspection Record Form provided by theDivision or a 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.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:·They are 25 gallons or more,·They are less than 25 gallons but cannot be cleaned up within 24 hours,·They cause sheen on surface waters (regardless of volume), or·They are within 100 feet of surface waters (regardless of volume). (c) Releases of hazardous substances in excess of reportable quantities under Section 311of the Clean Water Act (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.(d)Anticipated bypasses and unanticipated bypasses.(e)Noncompliance with the conditions of this permit that may endanger health or theenvironment.2.Reporting Timeframes and Other RequirementsAfter a permittee becomes aware of an occurrence that must be reported, he shall contactthe appropriate Division regional office within the timeframes and in accordance with theother requirements listed below. Occurrences outside normal business hours may also bereported to the Department's Environmental Emergency Center personnel at (800)858-0368.3. Documentation to be Retained for Three Years All data used to complete the e-NOI and all inspection records shall be maintained for a period of three years after project completion and made available upon request. [40 CFR 122.41]PART II, SECTION G, ITEM (4)DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUTSediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn downfor maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare (for example, times with extended cold weather).Non-surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met:(a)The E&SC plan authority has been provided with documentation of the non-surface withdrawal and the specific time periods or conditions in which it will occur. The non-surface withdrawalshall not commence until the E&SC plan authority has approved these items,(b)The non-surface withdrawal has been reported as an anticipated bypass in accordance with Part III, Section C, Item (2)(c) and (d) of this permit,(c)Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls includeproperly sited, designed and maintained dewatering tanks, weir tanks, and filtration systems,(d)Vegetated, upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item (c) above,(e)Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and(f)Sediment removed from the dewatering treatment devices described in Item (c) above is disposed of in a manner that does not cause deposition of sediment into waters of the United States.CAMERON, N.C.
BUFFALO LAKE RD.
Hardee's at