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Home My WebLink AboutRevels-Turf-Tractor Construction plansREVELS TURF AND TRACTOR HARNETT COUNTY, NORTH CAROLINAC-1 COVER SHEET DRAWINGSHEETVICINITY MAP (no scale) DEVELOPER:REVELS TURF AND TRACTOR 2217 N MAIN STREETFUQUAY-VARINA, N.C. 27526INDEX TO PLANSC-1COVER SHEETC-2EXISTING CONDITIONSC-3SITE PLANC-4UTILITY PLANC-5EROSION CONTROL, DRAINAGE AND GRADING PLANC-6LANDSCAPE PLANL-1LIGHTING PLAND-1EROSION CONTROL DETAIL SHEETD-2EROSION CONTROL AND UTILITY NOTES DETAIL SHEET CONSTRUCTION PLANSREVELS TURF AND TRACTORFOR REVIEW ONLY-NOT FOR CONSTRUCTIONPLAN IS SUBJECT TO REVISIONS DURINGTHE CONSTRUCTION APPROVAL PROCESSUS 401 NRAWLS CHURCH RD.RAWLS CLUB RD.SITEHILLARD RD.JARCO DR.SPENCE MILL RD. EXISTINGPONDFMFMFMFMFMFMFMFMFM°°°°°°WWWWWWWWWWWEXISTING 6" W/LRAWLS CHURCH ROADS.R. 1415 60' PUBLIC R/WEXISTING 6" FORCE MAINREVELS TURF AND TRACTOR HARNETT COUNTY, NORTH CAROLINAC-2 EXISTING CONDITIONS DRAWINGSHEET SHOPEXISTINGPONDFMFMFMFMFMFMFMFMFM°°°°°°WWWWWWWWWWWEXISTING 6" W/LBLDG:1BLDG:2RAWLS CHURCH ROADS.R. 1415 60' PUBLIC R/W30.0'15' TYPE A,D BUFFER 15' STREET BUFFER TYPE D35' FRONT SETBACK20' SIDEYARD SETBACK 20' UTILITYEASEMENT15' TYPE A,D BUFFER25' REAR YARD SETBACK15' TYPE A,D BUFFER20' SIDEYARD SETBACKR2 0 '30.0'R20'R20'R20'R2 0 'R15'R 2 0 'R5'R1 0 'R30'R 3 0 'R30'R 2 0 'R50'R5'R 5 'R5'R5'R5'R10'R10'R1 5 'R10 'R10'30'30'30'14'30'30'30' 45'888884 5 5 77710'18'18'10'18'10'18'200'77'170'85'85'20'10'5' CONC. S/WWASH BAYWITH DRAINAND OIL/WATERSEPARTOR20'15'30.0'7730'R20' 5 5 R 5 '10'18'10'10'R5'R10'18'170'R 2 0 'R15'R 1 0 'R29'R10'R20'100'ASPHALTAREAASPHALTAREAFENCED/GRAVELYARDAREACONCRETEAREACONCRETEAREACONCRETEAREAPROPOSEDLOADINGDOCK40'20'20'LIFTSTATION20'X20'PADXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X XXXXXXXXXXXXXEXISTING 6" FORCE MAINREVELS TURF AND TRACTOR HARNETT COUNTY, NORTH CAROLINAC-3 SITE PLAN DRAWINGSHEETGENERAL SITE NOTES:1. SITE CURRENTLY IS FALLOW AND VACANT.2. ALL CONSTRUCTION SHALL CONFORM TO HARNETT CONTY DESIGN ANDCONSTRUCTION STANDARDS.3. ALL NECESSARY APPROVALS, STATE AND LOCAL, SHALL BE OBTAINED PRIOR TOTHE COMMENCEMENT OF ANY CONSTRUCTION.4. ALL NECESSARY ENCROACHMENT AGREEMENTS SHALL BE OBTAINED PRIOR TOTHE COMMENCEMENT OF ANY CONSTRUCTION.5. CONSTRUCTION DRAWING APPROVAL IS REQUIRED BEFORE CONSTRUCTION OFTHIS PROJECT CAN BEGIN. ALSO, ALL DEVELOPMENT FEES (ACREAGE, FEE-IN-LIEU OFASSESSMENT, AND INSPECTION FEES) ARE DUE PRIOR TO FINAL CONSTRUCTIONDRAWING APPROVAL.6. CONTRACTOR SHALL VERIFY THE ABOVE AND BELOW GROUND LOCATION OF ALLEXISTING UTILITIES PRIOR TO THE START OF CONSTRUCTION.7. CONTRACTOR SHALL COORDINATE THE RELOCATION OF ANY CONFLICTINGUTILITIES WITH THE APPROPRIATE UTILITY COMPANY AND/OR AUTHORITYCONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS PRIOR CONTRACTORSHALL VERIFY ALL EXISTING SITE CONDITIONS PRIOR.8. CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS PRIOR TO THE STARTOF CONSTRUCTION NOTE - A SIGN PERMIT IS REQUIRED PRIOR TO INSTALLATION.9. 9 AM - 5 PM OFFICE HOURS OF OPERATION.10. CONSOLIDATED OF NC, LLC TO BE RESPONSIBLE FOR MAINTENANCE OF THEPARKING AREA, DRIVE AISLES, AND ALL LANDSCAPE BUFFERING.STANDARD DUTY ASPHALT PAVING2" SF9.5A6" ABCCONCRETE SIDEWALK6" THICK 3,000 PSI CONC SHOPEXISTINGPONDFMFMFMFMFMFMFMFMFM°°°°°°WWWWWWWWWWWEXISTING 6" W/LBLDG:1BLDG:2RAWLS CHURCH ROADS.R. 1415 60' PUBLIC R/W PROPOSED 6'' X 6" TAPPINGSLEEVE AND VALVE ASSEMBLYPROPOSEDFIRE HYDRANTASSEMBLY20' UTILITYEASEMENTPROPOSEDFIRE HYDRANTASSEMBLYW W W W W W WPROPOSED 1"WATER METERPROPOSED1" DOMESTICTAP TO BE MADEWITH TAPPINGSADDLEWWW11/2" DOMESTICTAPPROPOSED11/2" DOMESTICTAPPROPOSED1" DOMESTICTAP TO BE MADEWITH TAPPINGSADDLEPROPOSED8" PVCWATERLINE6"X8"INCREASERW/BLOCKINGW W WASH BAYWITH DRAINAND OIL/WATERSEPARTORFENCED/GRAVELYARDAREALIFTSTATION20'X20'PADXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X XXXXXXXXXXXXXSSSSSSSSSSSSSS SS SS FMFMFMFMFMFMFMFMPROPOSED3" FORCE MAINPROP. 6" SAN.SEWER SERVICECOCOCOCOPROP. 6"SAN. SEWERSERVICEEXISTING 6" FORCE MAINTIE INTOEXISTING6" FORCE MAINPROPOSED 1"WATER METERRPZ BACKFLOWPREVENTERRPZ BACKFLOWPREVENTERREVELS TURF AND TRACTOR HARNETT COUNTY, NORTH CAROLINAC-4 UTILITY PLAN DRAWINGSHEETGENERAL SITE NOTES:1. SITE CURRENTLY IS FALLOW AND VACANT.2. ALL CONSTRUCTION SHALL CONFORM TO HARNETT CONTY DESIGN ANDCONSTRUCTION STANDARDS.3. ALL NECESSARY APPROVALS, STATE AND LOCAL, SHALL BE OBTAINED PRIOR TOTHE COMMENCEMENT OF ANY CONSTRUCTION.4. ALL NECESSARY ENCROACHMENT AGREEMENTS SHALL BE OBTAINED PRIOR TOTHE COMMENCEMENT OF ANY CONSTRUCTION.5. CONSTRUCTION DRAWING APPROVAL IS REQUIRED BEFORE CONSTRUCTION OFTHIS PROJECT CAN BEGIN. ALSO, ALL DEVELOPMENT FEES (ACREAGE, FEE-IN-LIEU OFASSESSMENT, AND INSPECTION FEES) ARE DUE PRIOR TO FINAL CONSTRUCTIONDRAWING APPROVAL.6. CONTRACTOR SHALL VERIFY THE ABOVE AND BELOW GROUND LOCATION OF ALLEXISTING UTILITIES PRIOR TO THE START OF CONSTRUCTION.7. CONTRACTOR SHALL COORDINATE THE RELOCATION OF ANY CONFLICTINGUTILITIES WITH THE APPROPRIATE UTILITY COMPANY AND/OR AUTHORITYCONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS PRIOR CONTRACTORSHALL VERIFY ALL EXISTING SITE CONDITIONS PRIOR.8. CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS PRIOR TO THE STARTOF CONSTRUCTION NOTE - A SIGN PERMIT IS REQUIRED PRIOR TO INSTALLATION.9. 9 AM - 5 PM OFFICE HOURS OF OPERATION.10. CONSOLIDATED OF NC, LLC TO BE RESPONSIBLE FOR MAINTENANCE OF THEPARKING AREA, DRIVE AISLES, AND ALL LANDSCAPE BUFFERING. SHOPEXISTINGPONDFMFMFMFMFMFMFMFMFM°°°°°°WWWWWWWWWWWSKIMMERBASIN #1CONSTRUCTIONENTRANCE(50 FT X 25 FT)TEMPORARYDIVERSIONDITCHSKIMMERBAFFLESSILTFENCEBLDG:1BLDG:2RAWLS CHURCH ROADS.R. 1415 60' PUBLIC R/WCONSTRUCTIONENTRANCE(50 FT X 25 FT) 380.0 +379.5 + 379.5 + 379.5 + 379.0 + 379.5 + 379.0 + 379.8 + 379.8 + 379.0 + 378.0 + 379.0 + 378.5 + 380.0 + 381.0 + 381.0 +FFE = 380.0FFE = 378.0200'77'170'85'85'BA<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<TEMPORARYDIVERSIONDITCHSFS F S F S F S F SFSFSFSILTFENCEOUTLETSWALED-1SWALED-2 380.0 + 379.5 + 379.8 + 379.8 + 379.5 + 380.0 + 380.0 +FFE = 380.0 377.5 + 377.5 +SPOILS/BORROWAREASF SF SF 380 380 382 382 378 364 366 368 370 372 374 37620'15'170'ASPHALTAREAASPHALTAREAFENCED/GRAVELYARDAREACONCRETEAREACONCRETEAREACONCRETEAREAPROPOSEDLOADINGDOCK20'20'XXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X XXXXXXXXXXXXX + 379.0 376 374 377.0 + 376.0 +TOP: 378.0BOTTOM: 376.00TOP: 378.0BOTTOM: 374.2TOP: 378.0BOTTOM: 374.0 377.5 + 377.5 + 378 378.5 +SF SF SF SFSFSFSFSFSFSFSFSFSF REVELS TURF AND TRACTOR HARNETT COUNTY, NORTH CAROLINAC-5 EROSION CONTROL, DRAINAGE AND GRADING PLAN DRAWINGSHEETGENERAL SITE NOTES:1. SITE CURRENTLY IS FALLOW AND VACANT.2. ALL CONSTRUCTION SHALL CONFORM TO HARNETT CONTY DESIGN ANDCONSTRUCTION STANDARDS.3. ALL NECESSARY APPROVALS, STATE AND LOCAL, SHALL BE OBTAINED PRIOR TO THECOMMENCEMENT OF ANY CONSTRUCTION.4. ALL NECESSARY ENCROACHMENT AGREEMENTS SHALL BE OBTAINED PRIOR TO THECOMMENCEMENT OF ANY CONSTRUCTION.5. CONSTRUCTION DRAWING APPROVAL IS REQUIRED BEFORE CONSTRUCTION OF THISPROJECT CAN BEGIN. ALSO, ALL DEVELOPMENT FEES (ACREAGE, FEE-IN-LIEU OFASSESSMENT, AND INSPECTION FEES) ARE DUE PRIOR TO FINAL CONSTRUCTIONDRAWING APPROVAL.6. CONTRACTOR SHALL VERIFY THE ABOVE AND BELOW GROUND LOCATION OF ALLEXISTING UTILITIES PRIOR TO THE START OF CONSTRUCTION.7. CONTRACTOR SHALL COORDINATE THE RELOCATION OF ANY CONFLICTING UTILITIESWITH THE APPROPRIATE UTILITY COMPANY AND/OR AUTHORITY CONTRACTOR SHALLVERIFY ALL EXISTING SITE CONDITIONS PRIOR CONTRACTOR SHALL VERIFY ALLEXISTING SITE CONDITIONS PRIOR.8. CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS PRIOR TO THE STARTOF CONSTRUCTION NOTE - A SIGN PERMIT IS REQUIRED PRIOR TO INSTALLATION.FOR REVIEW ONLY-NOT FOR CONSTRUCTIONPLAN IS SUBJECT TO REVISIONS DURINGTHE CONSTRUCTION APPROVAL PROCESSAREA (Ac.)DRAINAGE SKIMMER BASIN TO HAVE POROUS BAFFLES.Q10(.01)(43560)REQUIREDSURFACE AREAQ10(CFS) Ac. DENUDEDSTORAGEREQUIREDPROVIDEDSURFACE AREALENGHTL x W x DBASIN SIZEWEIRPROVIDEDSTORAGEW/BAFFLES7.8SB #112,327 SF28.35.5014,130 CF12,482 SF10'158'x79'x4.5'33,288 CFSKIMMERBASINGRAVEL CONSTRUCTION ENTRANCE TEMPORARY DIVERSION DITCHRIP RAP ENERGY DISSIPATORSKIMMER BASINSILT FENCESFLIMITS OF DISTURBANCESB#STORM PIPE9.0'B = 2'3:11'B = 2'3:1n = .035SWALE DESIGN D-2USE MANNINGS EQ.Q25 = 14.3 CFSD.A. = 3.50 ACREST=YDS 62.4(0.98).01 = 0.6 PSFT (ENKA MAT) = 2.0 PSFDEPTH = 0.98' V25 = 2.95 FPSCHANNEL SLOPE = 1.0%LENGTH = 360'SIDE SLOPE = 3:1< SWALESILT FENCE OUTLET DIMENSIONS LISTED IS FOR WATER LEVEL OF SEDIMENT BASIN. DISSIPATOR DESIGNLENGTH WIDTH D50 LININGPIPE A 18"RCP PIPE SIZE DRAIN Q25 LENGTH SLOPE INVERT INVERTSTORM SEWER - PIPE CHART AREA CFS FEET % IN OUT1.721.1444 Ac0.42 FT FT SIZE 381.0380.5THICKNESS9.0 4.5 6" 18" CLASS BCONTACT NCDEQ LAND RESOURCES DIVISION AT (910) 433-3300 TO SCHEDULE APRE-CONSTRUCTION MEETING.INSTALL SILT FENCE, CONSTRUCTION ENTRANCES, DIVERSION DITCHES, TEMPORARY SEDIMENTTRAP, CHECK DAMS AND SKIMMER BASIN. SKIMMER BASIN TO BE GRADED AS WET POND.CONTRACTOR SHALL LOCATE AND VERIFY DEPTH OF ALL EXISTING UTILITIES. NC ONE CALLCENTER AT (800) 632-4949.INSTALL NPDES RAIN GAUGE STATION AND SECURE STATION FROM TAMPERING.BEGIN PROPOSED GRADING.CONSTRUCT PROPOSED STORM DRAINAGE PIPES AS GRADED AREAS ARE BROUGHT UP TOFINISHED GRADE.STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISH GRADE WITH VEGETATION, PAVING, ETC.REFER TO NPDES CHART FOR STABILIZATION REQUIREMENTS.IF IT IS DETERMINED DURING CONSTRUCTION THAT ADDITIONAL MEASURES ARE NEEDED AND/ORTHE APPROVED PLAN IS INSUFFICIENT, THEN A REVISED PLAN MUST BE SUBMITTED TO ANDAPPROVED BY NCDENR.INSPECT AND MAINTAIN THE EROSION CONTROL DEVICES SO THEY CONTINUE TO FUNCTIONPROPERLY. SILT FENCING SHALL BE INSPECTED AND CLEANED OF SEDIMENT AFTER EACHRAINFALL. ALL DEWATERING SHALL BE DONE THROUGH A SEDIMENTATION BAG.COMPLETE FINAL GRADING OF BUILDING AREAS AND STABILIZE WITH GRAVEL AND PAVEMENT.COMPLETE FINAL GRADING OF ALL SLOPES AND PERMANENTLY VEGETATE WITHIN 7 DAYS.IF SITE IS APPROVED, REMOVE BASIN, SILT FENCE, ETC.CONSTRUCTION SEQUENCE1.2.3.4.5.6.7.8.9.10.11.12.SKIMMER BASIN MAINTENANCE NOTES:POROUS BAFFLES NOTES:Inspect skimmer sediment basins at least weekly and after each significant(one-half inch or greater) rainfall event and repair immediately. Removesediment and restore the basin to its original dimensions when sedimentaccumulates to one-half the height of the first baffle. Pull the skimmer to one sideso that the sediment underneath it can be excavated. Excavate the sediment fromthe entire basin, not just around the skimmer or the first cell. Make sure vegetationgrowing in the bottom of the basin does not hold down the skimmer.Repair the baffles if they are damaged. Re-anchor the baffles if water is flowingunderneath or around them.If the skimmer is clogged with trash and there is water in the basin, usually jerkingon the rope will make the skimmer bob up and down and dislodge the debris andrestore flow. If this does not work, pull the skimmer over to the side of the basinand remove the debris. Also check the orifice inside the skimmer to see if it isclogged. If so remove the debris.If the the skimmer arm of barrel pipe is clogged, the orifice can be removed andthe obstruction cleared with plumber's snake or by flushing with water. Be sureand replace the orifice before repositioning the skimmer.Check the fabric lined spillway for damage and make any required repairs withfabric that spans the full width of the spillway. Check the embankment, spillways,and outlet for erosion damage, and inspect the embankment for piping andsettlement. Make all necessary repairs immediately. Remove all trash and otherdebris from the skimmer and pool areas.Inspect temporary diversions once a week and after every rainfall. Immediatelyremove sediment from the flow area and repair the diversion ridge. Carefullycheck outlets and make timely repairs as needed. When the area protected ispermanently stabilized, remove the ridge and the channel to blend with thenatural ground level and appropriately stabilize it.TEMPORARY DIVERSION DITCH NOTES:Inspect baffles at least once a week and after each rainfall. Make any requiredrepairs immediately.Be sure to maintain access to the baffles. Should the fabric of a baffle collapse,tear, decompose, or become ineffective, replace it promptly.Remove sediment deposits when it reaches half full, to provide adequatestorage volume for the next rain and to reduce pressure on the baffles.Take care to avoid damaging the baffles during cleanout, and replace if damagedduring cleanout operations. Sediment depth should never exceed half thedesigned storage depth.After the contributing drainage area has been properly stabilized, remove allbaffle materials and unstable sediment deposits, bring the area to grade, andstabilize it.9.0'B = 2'3:11'B = 2'3:1n = .035SWALE DESIGN D-1USE MANNINGS EQ.Q25 = 9.02 CFSD.A. = 2.20 ACREST=YDS 62.4(0.67).02 = 0.83 PSFT (ENKA MAT) = 2.0 PSFDEPTH = 0.67' V25 = 3.36 FPSCHANNEL SLOPE = 2.0%LENGTH = 450'SIDE SLOPE = 3:1PIPE B 18"RCP 2.581.04480.63379.0378.59.0 4.5 6" 18" CLASS BUSE COLBOUND INC. ENKAMAT II LINERUSE COLBOUND INC. ENKAMAT II LINER SHOPEXISTINGPONDFMFMFMFMFMFMFMFMFM°°°°°°WWWWWWWWWWWEXISTING 6" W/LBLDG:1BLDG:2RAWLS CHURCH ROADS.R. 1415 60' PUBLIC R/W15' TYPE A,D BUFFER 15' STREET BUFFER TYPE D35' FRONT SETBACK20' SIDEYARD SETBACK 20' UTILITYEASEMENTFFE = 380.0FFE = 378.015' TYPE A,D BUFFER25' REAR YARD SETBACK15' TYPE A,D BUFFER20' SIDEYARD SETBACK200'77'170'85'85'FFE = 380.0WASH BAYWITH DRAINAND OIL/WATERSEPARTOR20'15'170'ASPHALTAREAASPHALTAREAFENCED/GRAVELYARDAREACONCRETEAREACONCRETEAREACONCRETEAREAPROPOSEDLOADINGDOCK20'20'LIFTSTATION20'X20'PADXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X XXXXXXXXXXXXXEXISTING 6" FORCE MAINREVELS TURF AND TRACTOR HARNETT COUNTY, NORTH CAROLINAC-6 LANDSCAPE PLAN DRAWINGSHEETGENERAL SITE NOTES:1. SITE CURRENTLY IS FALLOW AND VACANT.2. ALL CONSTRUCTION SHALL CONFORM TO HARNETT CONTY DESIGN ANDCONSTRUCTION STANDARDS.3. ALL NECESSARY APPROVALS, STATE AND LOCAL, SHALL BE OBTAINED PRIOR TOTHE COMMENCEMENT OF ANY CONSTRUCTION.4. ALL NECESSARY ENCROACHMENT AGREEMENTS SHALL BE OBTAINED PRIOR TOTHE COMMENCEMENT OF ANY CONSTRUCTION.5. CONSTRUCTION DRAWING APPROVAL IS REQUIRED BEFORE CONSTRUCTION OFTHIS PROJECT CAN BEGIN. ALSO, ALL DEVELOPMENT FEES (ACREAGE, FEE-IN-LIEU OFASSESSMENT, AND INSPECTION FEES) ARE DUE PRIOR TO FINAL CONSTRUCTIONDRAWING APPROVAL.6. CONTRACTOR SHALL VERIFY THE ABOVE AND BELOW GROUND LOCATION OF ALLEXISTING UTILITIES PRIOR TO THE START OF CONSTRUCTION.7. CONTRACTOR SHALL COORDINATE THE RELOCATION OF ANY CONFLICTINGUTILITIES WITH THE APPROPRIATE UTILITY COMPANY AND/OR AUTHORITYCONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS PRIOR CONTRACTORSHALL VERIFY ALL EXISTING SITE CONDITIONS PRIOR.8. CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS PRIOR TO THE STARTOF CONSTRUCTION NOTE - A SIGN PERMIT IS REQUIRED PRIOR TO INSTALLATION.2" WATER RETENTION2" PINE BARK MULCH 25% AGED MANUREBACKFILL, USING SOIL MIXSOIL MIX:50% TOPSOIL,REMOVE TOP 1/3 OF 25% PEAT MOSS, ANDFINISHED GRADE BURLAPCOMPACTED EARTH SAUCERINDICATEDSPACE ASMIN.1'-0"2'-0"6"2'-6" MIN.B&B SHRUB DETAILTOP OF SAUCER SHOULD REMAIN LEVEL PLANTINGORIGINAL SLOPE LINENEW GRADE FORMIN.12"12"MIN.SHRUB OR TREE PLANTEDON SLOPE DETAILOR TREATED CREPE PAPERTREE STAKING AND PLANTING DETAILPIT 1' LARGER THAN TREE BALEWRAP TRUNK W/ CLOTH#9 GALVANIZED WIRE10 MIL. FABRIC MULCH3"BACKFILL TO CONSIST OF50% PEAT MOSS50% TOP SOILGARDEN HOSE LOOPPINE BARK MULCH2"x2" WOOD STAKELANDSCAPING PLANAR ACER RUBRUM (RED MAPLE)PLANT LIST6' HEIGHT MIN.HEIGHT ATPLANTING2" CAL. MIN.CALIPER28B&BTREATMENTROOTQUANITY TYPE A,D ENLARGEMENT: 100' X 15' SECTION NOTE:EXISTING VEGETATION AROUNDPERIMETER SHALL BE USED TO MEETBUFFER REQUIREMENTS FOR 10'TYPE A, D BUFFER. ADDITIONALPLANTING WILL BE ADDED TOSATISFY REQUIREMENTS IF NEEDED.B&B20036" HEIGHT MIN.ICR ILEX CORNUTA ROTUNDA (DWARF HORNED HOLLY)2 GAL.PLANTS REQUIRMENT PER 100 LINEAR FEETREQUIRED CANOPY TREES = 69 TREESPERIMETER LENGTH (TYPE A,D) = 2283'REQUIRED SHRUBS = 503 TREESLANDSCAPE NOTES:IN ADDITION TO THE TYPE A AND D BUFFER, ALL BUFER AREAS SHALL INCLUDE AT LEAST:- A STAGGERED ROW OF LARGE MATURING TREES, SPACED NOT MORE THAN 30' APART: AND- LOW-GROWING EVERGREEN SHRUBS OR MULCH COVERING THE BALANCE OF THE BUFFERAREA. REVELS TURF AND TRACTOR HARNETT COUNTY, NORTH CAROLINAD-1 EROSION CONTROL DETAIL SHEET DRAWINGSHEET5'MIN.75'SIDE SLOPES2 : 1 (MAX.)STEEP CUT OR FILL SLOPESTEEP CUT OR FILL SLOPEPOSITIVE GRADE 1.0% MAX.PLAN VIEWCROSS SECTIONUPSLOPE TOE2:1 SLOPE (MAX)2' MIN18" AND EROSION CONTROL WITH TEMPORARY SEEDING- STABILIZE DIVERSION DITCH NETTING2' MIN.2' MINCOMPACTEDDRAWING NOT TO SCALESCREEN ACCESSIBLE THROUGH DOORFLOATBARREL PIPE LONGER THAN SHOWN.FLEXIBLE JOINT(RADIATOR HOSE)OUTLET END: CONNECTIONTO OUTLET PIPE OR RISERSTANDARD SKIMMER DETAILSTANDARD SKIMMER BASINBAFFLESSKIMMERDEWATERINGDEVICEEMERGENCYSPILLWAYEMBANKMENTINFLOWSTRUCTURE CMP OUTLET PIPEBAFFLES (STD)1' MIN FREEBOARDINFLOWSTRUCTUREEMERGENCYSPILLWAYELEVATIONDEWATERINGZONETOP OF BERMSKIMMERDISSIPATERPADRIP RAP18" MINTOP OF DAM DITCH AND BURY TARPEDGE (MIN. 12")WEIR LENGTH10' MINTARP PROTECTIONSECTION THRU WEIRINLET SHALL BE PROTECTED(AS NEEDED) FROM EROSIONWITH RIPRAP, TARP, MATTINGOR EQUIVALENT. REVELS TURF AND TRACTOR HARNETT COUNTY, NORTH CAROLINAD-2 EROSION CONTROL AND UTILITY NOTES DETAIL SHEETDRAWINGSHEET 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.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 MILPLASTICLINING 3'-0"MIN.& X'MAX.SECTION A-ANOT TO SCALEABOVE GRADE WASHOUT STRUCTURENOT TO SCALEPLANSECTION B-BHIGHCOHESIVE &LOW FILTRAT IONSOIL BERM8"6"2'HIGHCOHESIVE &LOW FILTRATIONSOIL BERM1:1 SIDE SLOPE(TYP.)10 MILPLASTIC LININGBB3'-0"MIN.& X'MAX.ASANDBAGS (TYP.)OR STAPLESSANDBAGS (TYP .)OR STAPLESSANDBAGS (TYP.)OR STAPLESSANDBAGS (TYP.)OR STAPLESNOTES:1. ACTUAL LOCATION DETERMINED IN FIELD2. THE CONCRETE WASHOUT STRUCTURES SHALL BEMAINTA INED WHEN THE L IQUID AND/OR SOL ID 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 W ITH AMINIMUM 12 INCHES OF FREEBOARD.3.CONCRETE WASHOUT STRUCTURE NEEDSTO BE CLEARY MARKED WITH SIGNAGENOTING DEVICE .ONSITE CONCRETE WASHOUTSTRUCTURE WITH LINERCONCRETEWASHOUTCONCRETEWASHOUTPLANCLEARLY MARKED SIGNAGENOTING DEV ICE (18 "X24" MIN .)CLEARLY MARKED SIGNAGENOTING DEVICE (18"X24" MIN.)SILT FENCE 10'MIN 10'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 Watershed2022 HRW REQUIRED UTILITY NOTES(Revision 10- April 19, 2022)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 hose nozzles andone pumper nozzle);2. American Darling - Mark B-84-B model with a 5¼” main valve opening three way (two hose nozzles and onepumper nozzle);3. Waterous - Pacer B-67-250 model with a 5¼” main valve opening three way (two hose nozzles and one pumpernozzle) or approved equal for standardization.*All fire hydrants listed above must have “American National Fire Hose Connection Screw Threads” NST/NH hosethreads.B. Fire hydrants are installed at certain elevations. Any grade change near any fire hydrant, which impedes itsoperation, shall become the responsibility of the Utility Contractor for correction. Corrections will be monitored bythe 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 copy of theNCDEQ “Authorization to Construct” permit issued by the North Carolina Department of Environmental Quality(NCDEQ) on site prior to the start of construction. The permit must be maintained on site throughout the entireconstruction process of the proposed 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-construction conferencewith Mr. Chad Everette, HRW Utility Construction Inspector at least two (2) days before construction will begin andthe Utility Contractor must coordinate with HRW for regular inspection visitations and acceptance of the watersystem(s). Construction work shall be performed only during the normal working hours of HRW which is 8:00 am –5:00 pm Monday through Friday. Holiday and weekend work is not permitted 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 Registered Land Surveyor(RLS) should stake out all lot corners and the grade stakes for the proposed finish grade for each street before theUtility Contractor begins construction of the water line(s). The grade stakes should be set with a consistent offsetfrom the street centerline so as not to interfere with the street grading and utility construction.F. The Utility Contractor shall provide the HRW Utility Construction Inspector with material submittals and shopdrawings for all project materials prior to the construction of any water line extension(s), and associated waterservices in Harnett County. The materials to be used on the project must meet the established specifications ofHRW and be approved by the Engineer of Record prior to construction. All substandard materials or materials notapproved for use in Harnett County found on the project site must be removed immediately when notified by theHRW 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 new watermain(s) have been approved by the North Carolina Department of Environmental Quality, Division of EnvironmentalHealth, Public Water Supply Section (NCDEQ, DEH, PWS) and accepted by HRW.H. Prior to acceptance, all services will be inspected to ensure that they are installed at the proper depth. All meterboxes must be flush with the ground level at finish grade and the meter setters must be a minimum of 8” below themeter box lid. Meter setters shall be centered in the meter box and supported by brick, block or stone.I. The Utility Contractor shall provide the Professional Engineer (PE) and HRW Utility Construction Inspector with aset of red line drawings identifying the complete water system installed for each project. The red line drawingsshould identify the materials, pipe sizes and approximate depths of the water lines as well as the gate valves, firehydrants, meter setters, blow off assemblies and all associated appurtenances for all water line(s) constructed inHarnett County. The red line drawings should clearly identify any deviations from the NCDEQ approved plans. Allchange orders must be approved by HRW and theProfessional Engineer (PE) in writing and properly documented in the red line field drawings.J. Potable water mains crossing other utilities and non-potable water lines (sanitary sewer, storm sewer, RCP, etc.)shall be laid to provide a minimum vertical distance of twenty-four (24”) inches between the potable water main andall other utilities. NCDOT requires the new water mains to be installed under the storm water lines. The potablewater main shall be installed with twenty-four (24”) inches of vertical separation and with ductile iron pipe whendesigned to be placed under a non-potable water line such as sanitary sewer or storm sewer lines. If theseseparations cannot be maintained then the water main shall be installed with ductile iron pipe. Both the potablewater main and the non-potable water line must be cast iron or ductile iron pipe (DIP) if the state minimumseparations cannot be maintained. The ductile iron pipe must be laid so the mechanical joints are at least (10’) feetfrom the point where the potable water main crosses the non-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 and sanitarysewer mains, sewer laterals and services. The horizontal separation between the potable water main and anyother utility or storm sewer shall not be less than five (5’) feet. The potable water main must be ductile iron pipe ifthis horizontal separation of ten (10’) feet cannot be maintained. The ductile iron pipe shall 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 for otherutilities to be installed at a later time. The meter setters shall be installed at least one (1’) foot inside theright-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 at least 18” inheight with cast iron lids/covers. Meter boxes for 1” services shall be 17” wide x 21” long ABS plastic boxes at least18” in height with plastic lids and cast iron flip covers in the center of the lids. Meter boxes for 2” services shall be20” wide x 32” long ABS plastic boxes at least 20” in height with plastic lids and cast iron flip covers in the center ofthe lids.N. Master meters must be installed in concrete vaults sized for the meter assembly and associated appurtenancesso as to provide at least eighteen (18”) inches of clearance between the bottom ofthe concrete vault and the bottom of the meter setter. The master meter must be provided test ports if the meter isnot equipped 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 vault piping.The Utility Contractor must provide shop drawings for the meter vaults to HRW prior to ordering the concretevaults.O. The Utility Contractor will install polyethylene SDR-9 water service lines that cross under the pavement inside aschedule 40 PVC conduit to allow for removal and replacement in the future. Two (2) independent ¾” water servicelines may be installed inside one (1) – two (2”) inch schedule 40 PVC conduit or two (2) independent 1” waterservice lines may be installed inside one (1) – three (3”) inch schedule 40 PVC conduit, but each water serviceshall be tapped directly to the water main. Split services are not allowed by HRW. If sidewalks are proposed, theconduit must extend past the sidewalk.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 are readyto 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 pressure testmust be witnessed by the HRW Utility Construction Inspector. The Utility Contractor shall use Romac brandstainless steel tapping sleeve(s) or approved equal for all taps made in Harnett County. All new water lineextensions must begin with a resilient wedge type gate valve sized equal to the diameter of the new water lineextension in order to provide a means of isolation between Harnett Regional Water’s existing water mains and thenew 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. PVC pipemust 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 testingwill be collected by the HRW Utility Construction 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 sizes smallerthan twelve inches (12”) diameter. PVC pipe used for water mains shall be connected by slip joint or mechanicaljoint with grip rings. Glued pipe joints are not allowed on PVC pipe used for water mains in Harnett County.U. HRW requires that the Utility Contractor install tracer wire in the trench with all water lines. The tracer wire shallbe 12 ga. insulated, solid copper conductor and it shall be terminated at the top of the valve boxes or manholes. Nospliced wire connections shall be made underground on tracer wire installed in Harnett County. The tracer wiremay 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 Inspector with aset of red line field drawings to identify the installed locations of the water line(s) and all associated services. Allchange orders must be pre-approved by HRW and the Professional Engineer (PE) in writing and properlydocumented in the red line field drawings.W. The Utility Contractor shall spot dig to expose each utility pipe or line which may conflict with construction ofproposed water line extensions well in advance to verify locations of the existing utilities. The Utility Contractor shallprovide both horizontal and vertical clearances to the Professional Engineer (PE) to allow the PE to adjust thewater line design in order to avoid conflicts with existing underground utilities. The Utility Contractor shallcoordinate with the utility owner and be responsible for temporary relocation and/or securing existing utility poles,pipes, wires, cables, signs and/or utilities including services in accordance with the utility owner requirementsduring water line installation, grading and street construction.X. Prior to the commencement of any work within established utility easements or NCDOT right-of-ways the UtilityContractor is required to have a signed NCDOT encroachment agreement posted on site and notify all concernedutility companies in accordance with G.S. 87-102. The Utility Contractor must call the NC One Call Center at 811 or(800) 632-4949 to verify the location of existing utilities prior to the beginning of construction. Existing utilitiesshown in these plans are taken from maps furnished by various utility companies and have not been physicallylocated or verified by the P.E. (i.e. TELEPHONE, CABLE, WATER, SEWER, ELECTRICAL POWER, FIBEROPTIC,NATURAL GAS, ETC.). The Utility Contractor will be responsible to repair any and all damages to the satisfactionof the related utility company.Y. The Utility Contractor shall provide HRW with at least one (1) fire hydrant wrench and one (1) break-away flangekit for every subdivision with fire hydrants developed in Harnett County. These items must be provided to HRWbefore the final inspection will be scheduled by the HRW Utility Construction Inspector. In addition, the UtilityContractor shall install a 4” x 4” concrete valve marker at the edge of the right-of-way to identify the location of eachgate valve installed in the new water system with the exception of the fire hydrant isolation valves. The contractorshall measure the distance from the center of the concrete marker to the center of the valve box. This distance (inlinear feet) shall be stamped on the brass plate located on the top of the concrete valve marker. In lieu of installingthe concrete valve markers, the Utility Contractor may provide at least two measurements from two independentpermanent above ground structures to the Professional Engineer (PE) in the red line drawings to identify the valvelocations. The Professional Engineer (PE) must include these measurements in the As-Built Record Drawingssubmitted to HRW.Z. The Utility Contractor will be responsible for any and all repairs due to leakage damage from poor workmanshipduring the one (1) year warranty period once the water system improvements have been accepted by HarnettRegional Water. Harnett Regional Water will provide maintenance and repairs when requested and bill theDeveloper and/or Utility Contractor if necessary due to lack of response within 48 hours of notification of warrantywork. The Utility Contractor will be responsible for any and all repairs due to damages resulting from failure tolocate the new water lines and associated appurtenances for other utilities and their contractors until the water lineshave been approved by NCDEQ and accepted by HRW. The final inspection of water system improvements cannotbe 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 ensure that construction is, at all times, in compliance with acceptedsanitary engineering practices and approved plans and specifications. No field changes to the approved plans areallowed without prior written approval by HRW. A copy of each engineer’s field report is to be submitted to HRW aseach such inspection is made on system improvements or testing is performed by the contractor. Water and sewerinfrastructure must pass all tests required by HRW specificationsand 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 HRW Inspector must be present during testingand all test results shall be submitted to HRW. All tests must be satisfied before the final inspection will bescheduled with the HRW Inspector. The Engineer of Record must request in writing to schedule the final inspectiononce all construction is complete. The Developer’s Engineer of Record and the HRW Utility Construction Inspectorshall 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 another inspection. In theevent the number of inspections performed by the HRW exceeds two, additional fees may be assessed to theDeveloper.