The URL can be used to link to this page

Home My WebLink About20150451 Ver 1_More Info Received_20150602Homewood, Sue From: Suzanne Herron <Suzanne.Henon@e|i'Uc.com> Sent: Tuesday, June UZ'ZUl5 10:44 PM To: Homewood, Sue Subject: RE: PNGStokesda|e6^ gas line Attachments: SKK4_[224e15060215020.pdf These plans should be easier to read. I have only looked at them on the screen, but they do look better. These plans have been revised per the comments on the erosion control plans. Let me know if you have any questions. Suzanne Herron, P.E., CPESC Project Manager 14ZODone|sonPike, Suite A-12 Nashville, TN37Z17 (615)383-63OOOffice (615)477-8Z86Cell From: Homewood, Sue [mai|tn:sue.hnmewood@ncdenr.00v] Sent: Tuesday, May 26, 2015 12:26 PM To: Suzanne Herron Subject: RE: PNG Stokesdale 6" gas line | had a minute to flip through the plans very briefly asa preliminary review. It's very hard for meto see the wetland lines on the plans, they are very faint. The stream and buffer areas show up great but | can't really see where the wetland impacts are. Can you darken the wetland limits and/or use some sort of hatching for the impact areas and label them on the plans please so that they match up with the P[Ntable. Please forward me the approval that Justin issues to you when you get it. Thanks. Sue Homewood N[ DENRVVinston-Sa|em Regional Office DivisionofVVaterResources — VVaterCWa|ityPrograms 45OVV.HonesMi||Rd,Suite3OO(PAcosenotemnynexvcontoct/nfovrnotionn) Winston Salem NC 27105 Voice:(336)776-9693 Cell: (336) 813-1863 1 CONSTRUCTION PLANS FOR STOKESDALE 6" PRESSURE IMPROVEMENT PROJECT STOKESDALE, GUILFORD COUNTY, NORTH CAROLINA LOCATION MAP NOT TO SCALE ISSUED FOR CONSTRUCTION Piedmont Natural Gas OWNER: PIEDMONT NATURAL GAS 4720 PIEDMONT ROW DRIVE CHARLOTTE, NC 28210 PH:(704)731 -4375 or (615)872 -2350 ISSUE DATE: MAY 1. 2015 INDEX OF SHEETS SHEETS SHEET TITLE GENERAL — •- -••T --•.—..—..—..—..—.. r..—..—..—..—..—..—..—..— � �.— ..— ..— ..— ..— ..— .�— ..— .. —.._ I I SICK E'a I , iPERSCN ROCKiNGHAM I I CASWE`_L I I i I I I 3011-000 STA. 0.00 TO STA. 6.00 ALIGNMENT 3011-005 STA 6.00 TO STA. 20- 25ALIGNMENT 3011-006 STA. 20.25 TO STA. 35.00 ALIGNMENT `S10KESWLE 'I / ,. K\ t I I I I I EROSION PROTECTION 8 SEDIMENT CONTROL PLAN 3011 -010 STA. 0.00 TO STA. 11.00 EPSC 3011 -011 STA. 11.00 TO STA. 22.00 EPSC 3011 -012 STA. 22.00 TO STA. 33.00 EPSC 3011 -01 3 I GUILFORD I 3011 -015 STA 54.00 TO STA. 54.00 EPSC 3011 -018 ORANGE �•�' EPSC DETAILS 3011 -018 EPSC DETAILS I I I I JAI F DAVIDSON RANDOL— CHATHAM LOCATION MAP NOT TO SCALE ISSUED FOR CONSTRUCTION Piedmont Natural Gas OWNER: PIEDMONT NATURAL GAS 4720 PIEDMONT ROW DRIVE CHARLOTTE, NC 28210 PH:(704)731 -4375 or (615)872 -2350 ISSUE DATE: MAY 1. 2015 INDEX OF SHEETS SHEETS SHEET TITLE GENERAL 3011.000 COVER SHEET 3011-001 NOTES 3011-002 OVERALL SITE PLAN 3011-003 GENERAL DETAILS ALIGNMENT PLAN 3011-000 STA. 0.00 TO STA. 6.00 ALIGNMENT 3011-005 STA 6.00 TO STA. 20- 25ALIGNMENT 3011-006 STA. 20.25 TO STA. 35.00 ALIGNMENT 3011-007 STA. 35.00 TO STA. 49.00 ALIGNMENT 3011-006 STA. 49.00 TO STA, 63.75 ALIGNMENT 3011-009 STA. 63.75 TO STA. 77.20 ALIGNMENT EROSION PROTECTION 8 SEDIMENT CONTROL PLAN 3011 -010 STA. 0.00 TO STA. 11.00 EPSC 3011 -011 STA. 11.00 TO STA. 22.00 EPSC 3011 -012 STA. 22.00 TO STA. 33.00 EPSC 3011 -01 3 STA 33.00 TO STA. 44.00 EPSC 3011 -014 STA 44.00 TO STA. 54.00 EPSC 3011 -015 STA 54.00 TO STA. 54.00 EPSC 3011 -018 STA 64.00 TO STA. 77.20 EPSC 3011 -017 EPSC DETAILS 3011 -018 EPSC DETAILS L =' _ A,2 8 _ /cy GIN �G DESIGN CONSULTANTS. CIVIL ENGINEER: MICHAEL YOUNG, P.E. ENERGY LAND& INFRASTRUCTURE, LLC 1015 PASSPORT WAY CARY. NORTH CAROLINA 27513 PHONE. 919.234 -1974 FAX: 919 -234 -6475 SURVEYOR. MICHAEL J. MOORE. R.L.S. ENERGY LAND S INFRASTRUCTURE, LLC 1420 DONELSON PIKE, SUITE Al2 NASHVILLE. TN 37217 PHONE: 615 - 383-6300 FAX: 615 - 360 -8476 ENERGY LAND 6 INFRASTRUCTURE IOIS PASSPORT WAY • CARY. NORTH CAROLINA 27SI3 j!F 919- 234 -1974 • WWW.ELI- LLC.COM • LICENSE X P4289 ENGINEERS • SURVEYORS • INFRASTRUCTURE • ENVIRONMENTAL NA S H V I L L E T E N N E S S E E CA R Y N O R T H C A R O L I N A GENERAL NOTES 1 ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO THE CURRENT SPECIFICATIONS AND STANDARDS OF PIEDMONT NATURAL GAS 2 ALL WORK SHALL BE IN COMPLIANCE WITH OSHA TITLE 20 OF THE CODE OF FEDERAL REGULATIONS AND ALL OTHER FEDERAL. STATE AND LOCAL LAWS AND REGULATIONS. 3 THE LOCATION ANDIOR ELEVATION OF THE EXISTING UTILITIES SHOWN ON ALL PLANS ARE BASED ON UTILITY COMPANY RECORDS, AND WHERE POSSIBLE. FIELD MEASUREMENTS. THE CONTRACTOR SHALL NOT RELY UPON THIS INFORMATION AS BEING EXACT OR COMPLETE. DETAILED VERIFICATION OF EXISTENCE, SIZE LOCATION AND DEPTH SHOULD BE MADE BY THE CONTRACTOR PRIOR TO ANY DECISION RELATIVE THERETO IS MADE. DIAL 811 FOR ONE CALL 4. PRIOR TO CONSTRUCTION OR EXCAVATION. THE CONTRACTOR SHALL ASSUME THE RESPONSIBILITY OF LOCATING ANY UNDERGROUND UTILITIES (PUBLIC ANDIOR PRIVATE) THAT MAY EXIST IN THE AREA OR CONSTRUCTION. UTILITY OWNERS SHALL BE NOTIFIED IN ACCORDANCE WITH ONE CALL TIME REQUIREMENTS IN ADVANCE OF ANY EXCAVATION IN THE PROXIMITY OF UTILITIES THE CONTRACTOR. AT HIS OWN EXPENSE, SHALL BE RESPONSIBLE FOR THE REPAIR OF EXISTING UTILITIES DAMAGED DURING CONSTRUCTION. THE CONTRACTOR SHALL CONTACT THE ONE CALL CENTER BY CALLING 811 IN ADVANCE OF ANY CONSTRUCTION. 5. CONTRACTOR SHALL CLEARLY LOCATE ALL EXISTING UTILITY SERVICE CONNECTIONS AND AVOID DAMAGING THESE DURING CONSTRUCTION ' CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES AND/OR PENALTIES RESULTING FROM ALL NON - COMPLIANCE WITH FEDERAL, STATE. AND LOCAL PERMITS AND ENCROACHMENT AGREEMENTS. 7. ALL PAVEMENT DAMAGED DURING CONSTRUCTION SHALL BE RESTORED TO PRE - CONSTRUCTION CONDITIONS BY THE CONTRACTOR ACCORDING TO THE REQUIREMENTS OF THE REGIONAL OFFICE OF THE DEPARTMENT OF TRANSPORTATION HAVING JURISDICTION. 8 THE GAS MAIN SHALL BE INSTALLED SO AS TO PROVIDE A MINIMUM OF TWENTY FOUR (24) INCHES OF CLEARANCE TO ALL OTHER UNDERGROUND UTILITIES AND STRUCTURES WHERE THIS IS NOT POSSIBLE, APPROPRIATE PROTECTION SHALL BE INSTALLED. B ALL DRAINAGE PIPES AND STRUCTURES SHALL BE CLEANED OF DEBRIS AND ERODED MATERIALS RESULTING FROM CONSTRUCTION. THESE PIPES AND STRUCTURES SHALL BE MAINTAINED CLEAN DURING THE PERIOD OF CONSTRUCTION. 10. ALL DISTURBED SLOPES SHALL BE RESTORED TO EXISTING GRADES AND STABILIZED WITH SEED AND STRAW ANC/OR TACK IF APPROPRIATE. 11. CONTRACTOR SHALL INSTALL AND MAINTAIN EROSION CONTROL MEASURES AS DESCRIBED ON THE PROJECT PLANS AND DETAILS DURING CONSTRUCTION AND SURFACE RESTORATION UNTIL SUCH MEASURES ARE NOT NECESSARY WHERE ADOIT10NAL MEASURES ARE NECESSARY, THE CONTRACTOR SHALL INSTALL AND MAINTAIN THE APPROPRIATE MEASURES ACCORDING TO THE REGIONAL OFFICE OF THE DIVISION OF WATER QUALITY HAVING JURISDICTION. 12. SEED ALL DISTURBED AREAS AND MULCH AS REQUIRED. 13. NOTHING IN THE GENERAL NOTES OR SPECIAL PROVISIONS SMALL RELIEVE THE CONTRACTOR FROM HIS RESPONSIBILITIES TOWARD THE SAFETY AND CONVENIENCE OF THE GENERAL PUBLIC AND THE RESIDENTS ALONG THE PROPOSED CONSTRUCTION AREA. 14. THE CONTRACTOR SHALL CHECK ALL EXISTING CONDITIONS. (IE. INVERTS. UTILITY ROUTINGS. UTILITY CROSSINGS, AND DIMENSIONS) IN THE FIELD PRIOR TO COMMENCEMENT OF UTILITY WORK REPORT ANY DISCREPANCIES TO THE OWNERS REPRESENTATIVE. 15. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION AND EXISTENCE OF ALL EXISTING UTILITIES. TAKE CARE TO PROTECT UTILITIES THAT ARE TO REMAIN. REPAIR ANY DAMAGE ACCORDING TO LOCAL STANDARDS AND AT THE CONTRACTORS EXPENSE COORDINATE ALL CONSTRUCTION WITH THE APPROPRIATE UTILITY COMPANY 16. CONTRACTOR SHALL CONFORM TO ALL APPLICABLE CODES AND OBTAIN APPROVAL AS NECESSARY BEFORE BEGINNING CONSTRUCTION. IT THE CONTRACTOR SHALL PROVIDE A SMOOTH TRANSITION BETWEEN EXISTING PAVEMENT AND NEW PAVEMENT. SLIGHT FIELD ADJUSTMENT OF FINAL GRADES MAY BE NECESSARY. 18. ALL DEBRIS FROM CHIPPING MACHINES DURING CLEARING OPERATIONS SHALL BE REMOVED FROM THE PROJECT SITE AND DISPOSED OF BY CONTRACTOR. 19. ALL UTILITIES AFFECTED BY CONSTRUCTION ACTIVITIES SHALL BE LOCATED HORIZONTALLY AND VERTICALLY BY THE CONTRACTOR PRIOR TO CONSTRUCTION ACTIVITIES COMMENCING AND ANY POTENTIAL CONFLICTS WITH THE CONSTRUCTION OF THE PROPOSED GAS LINE. BORES, OR OTHER CONSTRUCTION SMALL BE REPORTED TO THE ENGINEER FOR ANY REDESIGN REQUIRED. 20 LAND FARMING OF DRILLING MUD ON THE PIPELINE EASEMENTS WILL BE THE CONTRACTOR'S RESPONSIBILITY TO NEGOTIATE MATH THE INDIVIDUAL PROPERTY OWNERS IN ADVANCE OF SUCH ACTIVITY, SITE NOTES 1 CONTRACTOR SHALL REPAIR ALL DAMAGE TO EXISTING FEATURES (PAVEMENT. CURBS. WALKS. DRIVEWAYS. YARDS. LANDSCAPING. ETC) TO A LIKE NEW CONDITION AT NO ADDITIONAL COST TO THE OWNER 2 ALL TRENCHES CUT IN EXISTING ROADS OR DRIVES SHALL UTILIZE A CLEAN SAW CUTAND SHALL BE BACKFILLED (100%) TO FINAL SUBGRADE ACCORDING TO THE REGIONAL OFFICE OF THE DEPARTMENT OF TRANSPORTATION. HAVING JURISDICTION. REQUIREMENTS. 7 CONCRETE FOR CURBS AND SIDEWALKS SHALL BE 3500 PSI CONCRETE. 4 ANY WORK UNACCEPTABLE TO THE OWNER'S REPRESENTATIVE TOLOCAL REPRESENTATIVE. OR TO UTILITY REPRESENTATIVE SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE OWNER. 5 ALL PAVEMENT MATERIALS AND CONSTRUCTION SHALL CONFORM TO THE REGIONAL OFFICE OF THE DEPARTMENT OF TRANSPORTATION STANDARD DRAWINGS AND SPECIFICATIONS. 6 ALL PAVEMENT STRIPING SHALL BE THERMOPLASTIC OR APPROVED ALTERNATIVE. GRADING NOTES 1. PROPER TEMPORARY AND PERMANENT MEASURES SHALL BE USED TO CONTROL EROSION AND SEDIMENTATION IN ACCORDANCE WITH ALL LOCAL. STATE AND FEDERAL REGULATIONS. ALL EROSION AND POLLUTION CONTROL DEVICES AND MEASURES SHALL BE CONSTRUCTED. INSTALLED. MAINTAINED. AND REMOVED BY THE CONTRACTOR IN ACCORDANCE WITH ALL APPLICABLE FEDERAL. STATE, AND LOCAL LAWS. REGULATIONS. ORDINANCES, AND POLICIES. 2. MULCH AND SEED ALL DISTURBED AREAS AS SOON AS POSSIBLE AFTER FINAL GRADING IS COMPLETED, UNLESS OTHERWISE INDICATED CONTRACTOR SHALL TAKE WHATEVER MEANS NECESSARY TO ESTABLISH PERMANENT SOIL STABILIZATION. 3. PROVIDE TEMPORARY CONSTRUCTION ACCESS(ES) AT THE POINT(S) WHERE CONSTRUCTION VEHICLES EXIT THE CONSTRUCTION AREA. MAINTAIN PUBLIC ROADWAYS FREE OF TRACKED MUD AND DIRT. 4, THE CONTRACTOR SHALL CHECK ALL EXISTING GRADES AND DIMENSIONS IN THE FIELD PRIOR TO BEGINNING WORK AND REPORT ANY DISCREPANCIES TO THE ENGINEER. 5. THE CONTRACTOR SHALL COMPLY WITH ALL PERTINENT PROVISIONS OF THE MANUAL OF ACCIDENT PREVENTION AND CONSTRUCTION ISSUED BY AGO OF AMERICA. INC. AND THE SAFETY AND HEALTH REGULATIONS OF CONSTRUCTION ISSUED BY THE U.S. DEPARTMENT OF LABOR, 6. NO VEGETATION OR TREES OUTSIDE OF THE PERMANENT EASEMENT AND TEMPORARY WORKSPACES SHALL BE DISTURBED OR REMOVED. 7 STRIP TOPSOIL FROM ALL CUT AND FILL AREAS AND STOCKPILE UPON COMPLETION OF GENERAL GRADING DISTRIBUTE TOP SOIL OVER ALL DISTURBED AREAS, TO A MINIMUM DEPTH OF e•. CONTRACTOR SHALL SUPPLY ADDITIONAL TOP SOIL IF INSUFFICIENT QUANTITIES EXIST ON SITE 8 POSITIVE DRAINAGE SHALL BE ESTABLISHEOAS THE FIRST ORDER OF WORK AND SHALL BE MAINTAINED AT ALL TIMES DURING AND AFTER CONSTRUCTION. SOIL SOFTENED BY PERCHED WATER IN FOUNDATION AND PAVEMENT AREAS MUST BE UNDERCUT AND REPLACED WITH SUITABLE FILL MATERIALS APPROVED BY A GEOTECHNICAL ENGINEER. GROUNDWATER INFILTRATION INTO EXCAVATIONS SHOULD BE EXPECTED. AND THE WATER SMALL BE REMOVED USING GRAVITY DRAINAGE OR PUMPING. 9. THE LOCATION OF ALL DIVERSION SWALES AND DITCHES SHALL BE FIELD ADJUSTED TO AVOID TREES AS MUCH AS POSSIBLE. THE CONTRACTOR SHALL WALK THE ALIGNMENT OF THESE $WALES AND DITCHES IN THE FIELD TO VERIFY AVOIDANCE OF TREES. 10. STOCKPILED TOPSOIL OR FILL MATERIAL IS TO BE CONTAINED SO SEDIMENT RUN -OFF WILL NOT CONTAMINATE SURROUNDING AREAS OR ENTER NEARBY STREAMS. 11. ANY SITE USED FOR DISPOSAL ANO/OR STOCKPILE OF ANY MATERIAL SHALL BE PROPERLY PERMITTED FOR SUCH ACTIVITY IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO SEE THAT ALL REQUIRED PERMITS ARE SECURED FOR EACH PROPERTY UTILIZED. A COPY OF THE APPROVED PERMIT MUST BE PROVIDED TO THE INSPECTOR PRIOR TO COMMENCEMENT OF WORK ON ANY PROPERTY. FAILURE TO DO SO MAY RESULT IN THE CONTRACTOR REMOVING ANY ILLEGALLY PLACED MATERIAL AT HIS OWN EXPENSE. 12. AFTER STRIPPING TOPSOIL AT STATION SITES, PROOF ROLL EXPOSED SUBGRADE WITH A LOADED TRUCK TO IDENTIFY UNSTABLE SOILS. STABILIZE UNSTABLE AREAS BY UNDERCUTTING AND REPLACING UNSTABLE MATERIALS WITH COMPACTED SELECT MATERIAL. 13. ALL FILL SHALL BE FREE OF ALL ORGANIC MATTER. TRASH AND OTHER DELETERIOUS MATERIALS. CONTAINING NO ROCK FRAGMENTS GREATER THAN 61NCHES IN ANY ONE DIRECTION. 14. STRUCTURAL SOIL FILL SHALL HAVE A STANDARD PROCTOR MAXIMUM DRY DENSITY OF 00 POUNDS PER CUBIC FOOT (PCF) OR GREATER AND A PLASTICITY INDEX (PI) OF 30 PERCENT OR LESS. ALL MATERIAL BEING USED AS SOIL FILL SHOULD BE TESTED AND APPROVED BY THE GEOTECHNICAL ENGINEER BEFORE BEING PLACED. 15, PLACE AND COMPACT FILL IN ACCORDANCE NTH SPECIFICATIONS. 16 PROPOSED CONTOURS AND SPOT ELEVATIONS SHOWN ARE FINISH GRADE. PROPER ADJUSTMENT SHOULD BE MADE BY CONTRACTOR FOR SUBGRADE 17 EXISTING ELEVATIONS. CONTOURS. AND BENCHMARKS SHOWN ON PLANS ARE BASED ON NADME. 18 SHAPE ALL DITCHES ACCORDING TO TYPICAL SECTION OR SPECIAL DITCH DETAIL 19 ONLY MATERIAL MEETING CONTRACTOR'S GEOTECHNICAL ENGINEER'S REQUIREMENTS FOR EMBANKMENT MAY BE USED 20. ALL EXCAVATION IS UNCLASSIFIED WITHOUT REGARD TO MATERIALS ENCOUNTERED CONTRACTOR SHALL VISIT SITE AND DRAW HIS OWN CONCLUSIONS TO CONDITIONS ENCOUNTERED. LINE AND GRADES SHOWN SHALL BE ACHIEVED WITHOUT ADDITIONAL COMPENSATION 21 ASPHALT PAVEMENT. MINERAL AGGREGATE BASE AND CONCRETE MATERIALS AND CONSTRUCTION SHALL MEET REQUIREMENTS OF THE REGIONAL OFFICE OF THE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS 22 PROPOSED CONTOURS SHOWN AT 2 FOOT INTERVAL. 23 ANY AREA THAT IS DISTURBED OUTSIDE LIMITS OF CONSTRUCTION DURING THE LIFE OF THIS PROJECT SHALL BE REPAIRED BY CONTRACTOR AT HIS EXPENSE 24. THE CONTRACTOR SHALL NOT DISPOSE OF ANY MATERIAL EITHER ON OR OFF PROJECT SITE IN A REGIAATORY FLOOD WAY AS DEFINED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY WITHOUT APPROVAL BY SAME. ALL MATERIAL SHALL BE DISPOSED OF IN UPLAND (NON - WETLAND) AREAS AND ABOVE ORDINARY HIGH WATER OF ANY ADJACENT WATERCOURSE. THIS DOES NOT ELIMINATE THE NEED TO OBTAIN ANY OTHER LICENSES OR PERMITS THAT MAY BE REQUIRED BY ANY OTHER FEDERAL. STATE OR LOCAL AGENCY FOR THE CONSTRUCTION OF THIS PROJECT. VARIATIONS IN PLAN OR PROFILE 1. THE CONTRACTOR SMALL MAINTAIN THE HORIZONTAL AUGNAENT (PLAN VIEW) AS INDICATED ON THE PROJECT PLANS WITH A 12 FOOT VARIANCE 2. CONTROL POINT ELEVATIONS SHOWN INDICATE THE MINIMUM COVER AND SHALL NOT BE REDUCED. THE CONTRACTOR MAY DRILL DEEPER WITH THE APPROVAL OF THE ENGINEER. 3. THE CONTRACTOR MAY REQUEST CHANGES TO THE PROPOSED VERTICAL AND HORIZONTAL ALIGNMENT OF THE INSTALLATION AND THE LOCATION OF THE ENTRY AND EXIT POINTS FOR HOD BORES. PROPOSED CHANGES SHALL BE SUBMITTED TO THE OWNER AND RECEIVE APPROVAL OF THE OWNER PRIOR TO STARTING THE EFFECTED ACTIVITY. 1. THE CONTRACTOR SHALL AT ALL TIMES PROVIDE AND MAINTAIN INSTRUMENTATION WHICH WILL ACCURATELY LOCATE THE PILOT HOLE, MEASURE DRILL STRING AXIAL AND TORSION LOADS. AND MEASURE DRILLING FLUID DISCHARGE RATE AND PRESSURE 2. THE OWNER WILL HAVE ACCESS TO THESE INSTRUMENTS AND THEIR READINGS AT ALL TIMES. 3. THE CONTRACTOR WHEN REQUESTED BY THE OWNER, WILL PROVIDE INSPECTION HOLES AT NO ADDITIONAL COST TO VISUALLY VERIFY THE LOCATION AND CONDITION OF THE DRILLED PIPELINE. 4 THE CONTRACTOR SHALL PLOT THE ACTUAL HORIZONTAL AND VERTICAL ALIGNMENT OF THE PILOT HOLES AT INTERVALS NOT EXCEEDING 20 FEET, AND CORRESPONDING WITH THE PROJECT STATIONING AND DATUM. 5 THE CONTRACTOR SHALL MAINTAIN AND UPDATE AN'AS -BUILT PLAN AND PROFILE AS THE PILOT BORE IS ADVANCED. 6. THE CONTRACTOR SHALL GRANT THE OWNER ACCESS TO ALL DATA READOUT PERTAINING TO THE POSITION AND INCLINATION OF THE BORE HEAD. WHEN REQUESTED, THE CONTRACTOR SHALL PROVIDE EXPLANATION$ OF HIS POSITION MONITORING AND STEERING EQUIPMENT 7 THE ACTUAL PILOT HOLE EXIT POINT SHALL BE LOCATED WITHIN TWO (2) FEET LATERALLY OF THE EXIT POINT SHOWN ON THE DRAWINGS LONGITUDINALLY. THE ACTUAL EXIT POINT SHALL BE NO MORE THAN FIVE 15) FEET SHORT OR FIVE (5) FEET PAST THE EXIT POINT SHOWN ON THE DRAWINGS. 8. THE PILOT HOLE SHALL BE DRILLED ALONG THE PATH SHOWN ON THE PLAN AND PROFILE DRAWING MAINTAINING THE SPECIFIED TOLERANCES. 9. THE OWNER SHALL APPROVE THE ALIGNMENT OF PILOT BORE BEFORE THE REAMING PHASE OR PIPE PULLING MAY COMMENCE. 10 IF THE PILOT BORE FAILS TO CONFORM TO THE ABOVE TOLERANCES. OWNER MAY. AT HIS OPTION REQUIRE A NEW PILOT BORE TO BE MADE 11 IN ALL CASES, RIGHT OF WAY RESTRICTIONS SHALL TAKE PRECEDENCE OVER THE LISTED TOLERANCES 12. NO PILOT HOLE WILL BE ACCEPTED IF IT WILL RESULT IN ANY OF THE PIPELINE BEING INSTALLED IN VIOLATION OF RIGHT OF WAY RESTRICTIONS 13 CONCERN FOR ADJACENT UTILITIES ANDOR STRUCTURES SHALL TAKE PRECEDENCE OVER THE LISTED TOLERANCES. LISTING OF TOLERANCES DOES NOT RELIEVE CONTRACTOR FROM RESPONSIBILITY FOR SAFE OPERATION OR DAMAGE TO ADJACENT UTILITIES AND STRUCTURES. 14. ALL BEND RADII SHALL BE EQUAL TO OR GREATER THAN THOSE LISTED IN THE PROJECT PLANS BORE INSTALLATION 1 ALL HOD DRILLS TO BE INSTALLED BY THE WIRE LINE PROCESS 2. THE CONTRACTOR, SUBJECT TO THE REQUIREMENTS OF THESE PLANS. WILL DETERMINE THE EXACT METHOD AND TECHNIQUES FOR COMPLETING THE HOD CROSSINGS. EXCAVATED MUD PITS CONSTRUCTED IN THE ENTRY AND EXIT AREAS WILL BE LIMITED TO THE PIPE BORE HOLE AREA ONLY 3. AFTER COMPLETION OF THE DIRECTIONAL DRILLING WORK. THE ENTRY AND EXIT PIT LOCATIONS SHALL BE RESTORED TO THEIR ORIGINAL CONDITIONS. 4 THE GEOTECHNICAL REPORT IS AVAILABLE FOR THE CONTRACTOR'S USE THE BORING LOGS SHOWN ON THE PLANS ARE FOR THE CONTRACTORS CONVENIENCE AND ARE A REPRODUCTION FROM THE GEOTECHNICAL REPORT. THIS SUBSURFACE INFORMATION IS PRESENTED IN GOOD FAITH AND IS NOT INTENDED AS A SUBSTITUTE FOR PERSONAL INVESTIGATION. INDEPENDENT INTERPRETATIONS OR JUDGEMENT OF THE CONTRACTOR. BORE PRE - REAMING REQUIREMENTS 1 AFTER THE PILOT HOLE IS ACCEPTED, THE CONTRACTOR SHALL PERFORM A REAMING AND PRODUCT PIPE PULL 2. THE MAXIMUM PRE- REAMING SHALL DETERMINED BY COMPANY SPECIFICATIONS AND CONSTRUCTION SUPERVISOR'S APPROVAL UNLESS APPROVED BY THE ENGINEER. 3. BUOYANCY MODIFICATIONS SHALL BE USED AT THE DISCRETION OF THE CONTRACTOR ANY BUOYANCY MODIFICATION PROCEDURE PROPOSED FOR USE SHALL BE SUBMITTED TO THE OWNER FOR APPROVAL. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO THE PULL SECTION RESULTING FROM BUOYANCY MODIFICATIONS. 1. CONTRACTOR SHALL PULL EXTRA LENGTH OF PROJECT PIPE SO ONE JOINT CAN BE EXAMINED. 2. CONTRACTOR SHALL SUPPORT THE PRODUCT PIPE PULL SECTION AS IT PROCEEDS DURING PULLBACK SO THAT IT MOVES FREELY AND IS NOT OVER STRESSED. BORE DRILLING FLUIDS 1 CONTRACTOR SHALL SUBMIT THE COMPOSITION OF ALL DRILLING FLUIDS TO ENGINEER FOR APPROVAL. 2 CONTRACTOR SHALL NOT USE ANY DRILLING FLUID THAT DOES NOT COMPLY WITH PERMIT REQUIREMENTS AND ENVIRONMENTAL REGULATIONS. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING. TRANSPORTING. AND STORING ANY WATER REQUIRED FOR DRILLING FLUIDS. 4. CONTRACTOR SHALL MAXIMIZE RECIRCULATION OF DRILLING FLUID SURFACE RETURNS. 5, CONTRACTOR SHALL PROVIDE SOLIDS CONTROL AND FLUID CLEANING EQUIPMENT OF A CONFIGURATION AND CAPACITY THAT CAN PROCESS SURFACE RETURNS AND PRODUCE DRILLING FLUID SUITABLE FOR REUSE. 6. DISPOSAL OF EXCESS DRILLING FLUID IS THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE CONDUCTED IN COMPLIANCE WITH ALL ENVIRONMENTAL REGULATIONS, RIGHT -OF -WAY AND WORKSPACE AGREEMENTS. AND PERMIT REQUIREMENTS. 7. CONTRACTOR SHALL SUBMIT DRILLING FLUID DISPOSAL PROCEDURES TO OWNER FOR APPROVAL 8, CONTRACTOR SHALL EMPLOY BEST EFFORTS TO MAINTAIN FULL ANNULAR CIRCULATION OF DRILLING FLUID 9. DRILLING FLUID RETURNS AT LOCATIONS OTHER THAN THE ENTRY AND EXIT PITS SHALL BE MINIMIZED. 10 IN THE EVENT THAT ANNULAR CIRCULATION IS LOST. CONTRACTOR SHALL TAKE ACTION TO RESTORE CIRCULATION 11 IF INADVERTENT SURFACE RETURNS OF DRILLING FLUIDS OCCUR CONTRACTOR SHALL IMMEDIATELY CLEAN AND COLLECT. BORE CROSSING WITHOUT CASINGS 1 THE CONSTRUCTION OF ALL CROSSINGS DESIGNED BY THE COMPANY. INCLUDING ALL DETAILS INCIDENT TO THE INSTALLATION OF SUCH CROSSINGS, SHALL BE IN ACCORDANCE WITH THE DRAWINGS AND SHALL COMPLY WITH SUCH SPECIFICATIONS AS MAY BE REQUIRED BY THE OTHER AUTHORITY HAVING JURISDICTION, AND SUCH SPECIFICATIONS HEREIN AS MAY BE APPLICABLE 2. THE CARRIER PIPE SHALL BE COATED IN ACCORDANCE WITH SPECIFICATIONS. NECESSARY DUMMY PIPE SHALL BE RACED AT THE LEADING AND OF THE BORING OPERATION. THE FACE END OF THIS DUMMY PIPE CAN BE BUILT UP TO BE APPROXIMATELY ONE -HALF INCH TO THREE- FOURTHS INCH SIMULTANEOUSLY WITH THE REMOVAL OF THE DUMMY PIPE. 3 THE BORED CROSSING WITHOUT CASING SHOULD BE INSTALLED BEFORE THE DITCHING AND BENDING OPERATIONS ARRIVE AT THE CROSSING WHEN BORING. THE CUTTING HEAD SHALL NOT EXTEND BEYOND THE LEADING END OF THE CARRIER PIPE MORE THAN SIX INCHES. GROUTING OF BORED AND CASED CROSSINGS 1. WHERE REQUIRED. BORED AND CASED CROSSING SHALL BE PRESSURED GROUTED BY THE CONTRACTOR TO COMPLETELY FILL THE ANNULAR SPACE BETWEEN THE CARRIER OR CASING PIPE AND THE EARTH. THE GROUT SHALL CONSIST OF A SAND -CEMENT SLURRY OF AT LEAST TWO SACKS OF CEMENTIYD3. OR AS REQUIRED BY JURISDICTIONAL AUTHORITY. 2. ITS PNG POLICY NOT TO LEAVE STOPPLES IN LINE UNATTENDED. CONTRACTOR SHOULD PLAN AND SCHEDULE TIE -INS AT EACH SITE FOR 1 DAY DURATION THE PERSON TO CONTACT SHOULD ANY EROSION AND SEDIMENT CONTROL ISSUES ARISE WRING LAND- DISTURBING ACT.,: GORDON EVANS PH: (864) 440.4913 EMAIL: sam.wamgpll•dm tng com GROUND STABILIZATION SITE AREA W$CWTM STNlZA1pN THE FIUWE STANLRATION THE FRAIE CE CONSTRUCTION EXIT ExCEPNON PERXETEN o4Es. swMES. 7 DAYs NONE O s. AND SLOPES STORM PIPE OUTLET PROTECTION PS HIGHOUAITYYWIEROM" LOVES TOWS NONE Q SILT FENCE IF SCOFFS ARE 10 OR LESS N SLOPES STEEPER THAN II 7OAY6 LENGMANDARENGT STEEPER TNANI 2:1. 14 DAYS SO PERMANENT VEGETATION (SOD) ARE ALLOVER SEDIMENT TRAP TS 7 DAYS FOR SLOPES SLOPES 31 OR FLATTER 14 DAYS GREATEAn WFEETN EEL CHECK DAM LElDM All OnrR AREAS V41H LIMITS OF DISTRUBANCE N01E LFJLCFJ•R Fat SLOPE61`LATTERTHAN4. t 14 DAYS PEPoIETFRS ANOIDW aEStnvrlaN CLIENT: PIEDMONT NATURAL GAS ZONES) INSPECTION SASE NEEXLY RLAPECRON REOLEEIEMS SAAE RNNOAUGE E INISPECTIONR AFTER O.S RADII EVENT MPECTIONS ARE ONLY REOUREO Dt~TNORIIAL BUS =HOURS'. NRPECTKNS REPORTS MUST BE AVAILABLE ONSITE DLNNG BLI09W HOURS U4ES8A SITE-SPECIFIC EXEMPTION IS APPROVED RECORDS MIST E: KEPT FOR S YEARS AND AVARABLE L1PO N REa .EST. ELECTRONOVLYwVAIANE RECORDS WAY RE SUBSTITUTED ARDER CfRTAN GCNDIIION6. EXISTING GAS PROPOSED GAS OVER HEAD UTILITIES EXISTING EASEMENT PROPOSED PERMANENT EASEMENT PROPOSED TEMPORARY WORK SPACE EASEMENT ABANDONED GAS LINE PROPERTY LINE UNDER GROUND TELEPHONE WATER LINE SANITARY SEWER LINE FORCE MAIN SEWER LINE TREE LINE FENCE LINE WETLANDS EXISTING DITCH LINE SILT FENCE COMPOSTSOCK n V PS a ST TS -TP- -LOO- ALL EROSION AND SEDIMENT CONTROLS SHALL BE IN ACCORDANCE NTH THE NPTES STORMWATER DISCHARGE PERMIT FOR CONSTRUCTION ACTIVITIES AND THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. __________________ 4X XXxxXxxxxxxXxxxXXXXXXXxxxxxxxx- CIVIL ENGINEER MICHAEL YOUNG, P.E. ENERGY LAND & INFRASTRUCTURE, LLC 1015 PASSPORT WAY CARY. NORTH CAROLINA 27513 PHONE: 919. 2341974 FAX: 919 - 2346475 EROSION CONTROL LEGEND CODE PRACTICE CE CONSTRUCTION EXIT PP STORM PIPE INLET PROTECTION IP WIRE MESH 8 GRAVEL INLET PROTECTION ® STORM PIPE OUTLET PROTECTION PS DISTURBED AREA STABILIZED WITH PERMANENT VEGETATION Q SILT FENCE CS COMPOST SOCK DISTURBED AREA STABILIZED WITH SO PERMANENT VEGETATION (SOD) ST SEDIMENT TRAP TS DISTURBED AREA STABILIZED WITH TEMPORARY VEGETATION CD EEL CHECK DAM TREE PROTECTION LOD LIMITS OF DISTRUBANCE n V PS a ST TS -TP- -LOO- ALL EROSION AND SEDIMENT CONTROLS SHALL BE IN ACCORDANCE NTH THE NPTES STORMWATER DISCHARGE PERMIT FOR CONSTRUCTION ACTIVITIES AND THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. __________________ 4X XXxxXxxxxxxXxxxXXXXXXXxxxxxxxx- CIVIL ENGINEER MICHAEL YOUNG, P.E. ENERGY LAND & INFRASTRUCTURE, LLC 1015 PASSPORT WAY CARY. NORTH CAROLINA 27513 PHONE: 919. 2341974 FAX: 919 - 2346475 K� �ftEElI�� f_��d �,L ■mow - - -- w � Gm ENERGY LAND 6 INFRASTRUCTURE K)5 PASSPORT WAY • CARY, NORTH CAROLINA 27513 919- 234 -1974 • WWW.ELI- LLC.COM • LICENSE +P P-12B9 ENGINEERS SURVEYORS • INFRASTRUCTURE RA STIR UCTURE • ENVIRONMENTAL ON MENTAL NASHVILLE. TENNESS6E I CARY. NORTH CAROLINA \ \ \\ \111 RI rI)I CARO(�., cod DES �� y9 ; 4 = _ =_ d, IN E �V�� i, /5q �77jt1A J (( lull \ �,f SODA AS SHOWN OESpNEINI LCW IJAM STOKESDALE 6" PRESSURE IMPROVEMENT PROJECT STOKESDAI E, GUILFORD COUNTY, NORTH CAROLINA GENERAL NOTES REV IHIE DFSCRPIIONN MVE mrE 04/302015 ORA" V. CAJ ED PROJECT No 1421 -3011 CHECKED BY: LCW INTERML aUNMMY Mc NG On OESaaP1pN IELrD On aEStnvrlaN CLIENT: PIEDMONT NATURAL GAS ISSUED FOR CONSTRUCTION CLIENT PROJECT No 023 049/ /� REV191oN: DRAWING NO: 3011 -001 2 DETAIL 6' SPHERICAL 3-WAY TEE TIE-IN W /0' BALL VALVE 6 TORS (TYP OF 2) 000 (NOT TO SCALE) 'NOTE: CONTACT TRANSCO REP. WAYNE ELZEY BEFORE STARTING ANY WORK OFFICE - 336 -951 -2251 CELL - 336 - 613.2921 CONSOLIDATED BILL OF MATERIALS COG. Number Ory Lobe ReWmeb SO 5DeaCGPbon (MP 1 16171 2 EA. STOPPER LINE WLO 6 ANSI 000 SPHERE TEE 1115 2 16830 7700 L.F. PIPE ERIN CF8 6 X .286 WALL X52 DRL 1470 3 16037 240 L . PIPE ERW CFBIPC 0 X.280 WALL X52 DRL 1470 4 18764 0 EA. ELL BIN SEG 90 SR 6 (.280 NW) Y-62 1480 5 12020 2 EA. VALVE BALL 0 WXW ANSI 000 KEY COATED 1480 6 14151 0 EA. THRED O RING 2 THREAD O RING FTG 2 CS 3000 PSIG FOR 0.00 AND LARGER PIPE 3000 7 10880 2 EA. BOX ROADWAY VALVE 6 DIA Cl 24.30 ADJ 8 16706 75 EA. ELL BW SEG 45 5R 0 (280 NW)Y•52 9 10001 2 EA. JOINT INSUL 0 W X W ANSI 000 STO Wf O' IPS WELD X WELD INSULATED JOINTANSI 000 PRESSURE RATING 1480 INA 10 15124 6 EA. BOX TEST ABOVEGROUND TERMINAL &FA SECTION 6' SPHERICAL 3 -WAY TEE TIE-IN W! 6' BAIL VALVE 6 TOR SS (IYP. OF 2) INOT TO SCALE) L: COVER OAS 0' DETAIL 2 S' ADJUSTABLE ROADWAY VALVE BOX: 24' • 30' (TYR OF 2) (NOT TO SCALE) TEST STATION CAP iN. NrE VeECON4:c1wN.ro acaO.an®.wco4r®. tEAV. ■x. w.VlE roawooNUOE «sao.uw ui P4t vnE 1«oun eE r4.«a .: aPNCrn rer "rw u94ArKw a wOm aouuEVwwceowMU.aemAp4orAOE DETAIL 3 TEST STATION CONNECTION 003 (NOT TO SCALE) RDA 1 DATE 1 www5 w r+.Aw.n 11111,11,IIr SCALE: DESI011EO BY $TOKESDALE B" PRE98URE IMPROVEMENT PROJECT ENERGY LAND 6 INFRASTRUCTURE wuE DATE DRAWN W. ``�� CARO��., AS SHOWN LCW I JAM STOKESDALE, GUILFORD COUNTY, NORTH CAROLINA �jp/•�/„/y,l} 105 PASSPORT WAY • CARY. NORTH CAROLINA 27513 _ 9r _ 04!302015 LCW /JAM GENERAL �9 �eVVVV�e �e �9MM �R�� - ELI PRaecr W. cNECKEO eY: GENERAL DETAILS NAre76AL SURIARr �� 919 -234 -1974 • WWW.EU- IIC.COM • LICENSE It P-12B9 _ 14- 21J011 LCW McNO oTr swvrloN NK NO on oESCNmoN CLIENT blown, �;�iL, `�'C (N � PIEDMONT NATURAL GAS ISSUED FOR CONSTRUCTION ENGINEERS • SURVEYORS •INFRASTRUCTURE • ENVIRONMENTAL NA NAS N V IIIE. Te NNBSSee GARY. NORTH CAROLINA ctRNT PROJECT NO 11 11 „ V °� 0230491 REVR ION AAA MNO »0 3011 -003 a 1 R p sa§ � o: •� / \ ^3 — - 0 48Z a� "8^ n8 v, ` N�iMF 48 to PROPOSED TIE -IN i /i -... Y, / ` �0j1, PROPOSED 6' ` 1 �S•ST I % - -- — rn �� _ STEEL GAS LINE q.g Vol D03 0 0 - -- — • TEMPORARY IN w o UNNAMED TRIBUTARY TO HAW 1 , HEAD OF STREAM W/ - - w oB_7w 1SI, PO. as DA 1 t0. PO s] EYERCREEn Ba�ioro oRDUP. D.B. 15!>. PO. w D.B.A. PO. sl uc Z SO BUFFERRADIUO — � / PHSAIO>575BE PW >A10>!D]E] - r I � I s foR BDN 1 O2 0012 B. J—> G a P>melS M. H.rtdl I / •� D.O. N20. Pq 148 j TEMPORARY LAYDOWN YARD %.` P B. 29. Pq 57 % •` PINS 7020007098 r/ •�•�• / - ' 8 / ow4, �0, / �' 1- 11 / I SEPTIC FIELD 9 / E.,;Mg —D SduOOn> Crap. LLC I I 1 CATHODIC d /! O.B. 7508. P9. 180 TEST .,'�:! F �• P. B. 29. Pq 57 PINS 7W080P1Q/ I° a PROFILE VERTICAL SCALE 1 • - 10' HORIZONTAL SCALE V = 50' STATION ''tom •� / \ I i — - -1— } }— - / . \�.�. '�•` ` N�iMF " ' PROPOSED TIE -IN i /i -... Y, / ` �0j1, PROPOSED 6' ` 1 �S•ST I % - -- — �� _ STEEL GAS LINE q.g Vol D03 :?� - -- — • TEMPORARY IN -. �'-�'- - — \. - UNNAMED TRIBUTARY TO HAW 1 , HEAD OF STREAM W/ - - A _'�� .,y��`_' 50 { "PERMANENT I � , j"y : " SO BUFFERRADIUO — � / T. •�^ \mil EASEMENT - 20 ZONE 2 BUFFER 90r ZONE I BUFFER •`•�.` \\ `� c� 4.0o i / /':• /! �' ''J `- TEMPORARY WORKSPACE . -• �- NO TREE CLEARING IN BUFFER �� 5.00 ' WETLAND WA / CUP. ILK O B. 7101. Pq. 045 • P.8 110. P9. 57 I PINS 7010957580 I° a PROFILE VERTICAL SCALE 1 • - 10' HORIZONTAL SCALE V = 50' 940 - I • - -�-- — — - -1— } }— - - -- — �.� � •- Vol - -- — — — — - - - - - - - - - — � �- 9 94( -0.50 0.100 1.00 2.00 7.00 4.00 5.00 lif REV DATE DESCRIPTION W TERIM SUNNILY SEE SHEET NO FOR CONSOLOAIED 81LL OF W TERW S 1R NO Ott RIPTION NLIID Ott OESCRIP}KNI I 1 TANS IS90SPHEAOALTEE S 2 ]'TIgEAp ORND ] 000' >'.]>0 Wf % -SICFB OPE PPE ] 1 CROADWAY VALVE BO% 0 S'.AOVJT %- 5)CFBPC DRL PPE 1 8 0 T2SO Wf Yd]BW bE0 SR 46'ELL C 2NOWTY-SIBWSEGSRSD'EU. > I >'STD WI QASS OOOW %W NSULA]ED JONi __ ftdffioffl IN& N.U. Gam Kwwwimftbakm ca bows po 6.00 -w ALIGNMENT PLAN SCALE' 1• = 50' GF PHIC SOME FEEI) t ml,. Spit ENERGY LAND 6 INFRASTRUCTURE 1015 PASSPORT WAY • CARY. NORTH CAROUNA 27513 919- 2341974 • WWW.ELI- LLC.COM • LICENSE X P -12619 ENGINEERS • SURVEYORS •INFRASTRUCTURE ENVIRONMENTAL N A S H V I L L E . T E N N E S S E E • C A R P . N O R T H C A R O L I N A Inlu]�]7j sc.� ASSHOWN DESICNEO er STOKESDALE 6' PRESSURE IMPROVEMENT PROJECT LCW 15511E GATE. Drown er. STOKESDALE, GUILFORD COUNTY, NORTH CAROLINA 04115!2015 LCW ALIGNMENT PLAN - EUPROJECTNO: CHECKED BY: 14.21 -3011 LCW STA. 0+00 TO STA. 6+00 ALIGNMENT CLENT' I JAG ^� PIEDMONT NATURAL GAS ISSUED FOR CONSTRUCTION �1J CLENT PROJECT NO: 0230491 REV,SION - -- DRAWNCND 3011 -004 ftdffioffl IN& N.U. Gam Kwwwimftbakm ca bows po 6.00 -w ALIGNMENT PLAN SCALE' 1• = 50' GF PHIC SOME FEEI) t ml,. Spit ENERGY LAND 6 INFRASTRUCTURE 1015 PASSPORT WAY • CARY. NORTH CAROUNA 27513 919- 2341974 • WWW.ELI- LLC.COM • LICENSE X P -12619 ENGINEERS • SURVEYORS •INFRASTRUCTURE ENVIRONMENTAL N A S H V I L L E . T E N N E S S E E • C A R P . N O R T H C A R O L I N A Inlu]�]7j sc.� ASSHOWN DESICNEO er STOKESDALE 6' PRESSURE IMPROVEMENT PROJECT LCW 15511E GATE. Drown er. STOKESDALE, GUILFORD COUNTY, NORTH CAROLINA 04115!2015 LCW ALIGNMENT PLAN - EUPROJECTNO: CHECKED BY: 14.21 -3011 LCW STA. 0+00 TO STA. 6+00 ALIGNMENT CLENT' I JAG ^� PIEDMONT NATURAL GAS ISSUED FOR CONSTRUCTION �1J CLENT PROJECT NO: 0230491 REV,SION - -- DRAWNCND 3011 -004 b � M1Rpa o m AN , K 0 Z = EVERORE�� IWb i SO AP ; M FM U. p W U OROIIP, ILC DB. O,NI DO. A8 Do )Ya1.POM5 EVA SUE OUATE 2 f DB ]See. PO i10 DS- 29.PO. 51 DB. IIO.PO 57 OB. ,2B,. PG ie1 U PNY A100e0)ei PNY A200N021 PW N1016 PNe M2015.b7J Q � O \ �\ .T T tt I 7 I I \ EV GREEN 7iON5 GROUP.LL 7 , \ D.B. 7 , PG. 480 \ D.B- . PG. 57 , \ PINY 10904207 i ` I I : •'� I N G. d PamNe M. MertNl ` DB i420.Pp 1i8 SEPTIC FIELD P B 29. Pp. 57 _VI WETLAND $ IT Perm 7020003038 \ V s \ - Z 1 _ PROPOSED 6- I I ti `- _ - - - - -- --7 - .� �/ 9: ( _ STEEL GAS LINE 'I WPERMANENT ' , , •`` , - - --- -- ---- - ----- ,•----- - - - - -7 - ro,��♦ `° -\ - - EASEMENT ` - -\ --'- - - 8.00 00 _ / • _ _ 7.00 -mot i�l�._ ��• y0��y0 - _ _ t '., _ t0r-W -'_� i �• �� `� \ - - - - - -_ _-' 18.00 1E•00� � — a�-- t — +' -- IpFpI�'►� j� _ `a... -u _ _ -\� I- 13-00 � --tom o L`] \ ) 77 : .,, ��- • - 12.00 0 -�� -0 •_• --+- -r ------ - - --•_ Q- �. 2 _ - - - - - -- _. ONNAMED TR7BUfARY_TO HAwt •�Q - --------- ..-'. - - • HEAD OF STREAM W/ / - ----- -� \ - 4- - - - - -- -- _ 50 BUFFER RADIUS � EXCAVATION • � ` - WITHIN 5'OFOCISnNG •�-- -- ••------- -- - - - -- ; +' -- SEPTIC FIELD \ DICwDB 4264, Pg 189X18 �l 20 ZONEQ BUFFER I/ Trec,9 �, PI NM 7920153873 O 30 ZONE 1 BUFFER Tr1G 0 I G. Albs L + h \ \ 7 EV TING SEPTIC FIELD D.B. 7 Oi,IPq. 015 X D.B. 4814, Pp. H52 ` PLAN/� - (DO NOT DISTURB) , P.B.19, Pp. 57 P.B. ,,a. Pp. 108 I '.x079,0057.40 PINI7D20058082 / NO TREE CLEARING IN BUFFER ALIGNMENT PLAN SCALE 1-=50' ,$ I -- -_ - -�, I 5 Ev I D. .ILW.IC SCALE IN FEE TI I,d, -sort zzs 0D 00 I 940 E OESCWT10N I - .. - -' r- SCRIPTKN MK NO ON DESCRNTK)N - , - e - r �-'- - -I- -- ] 0 e•ROADMAYVALVESOK I 0 C2e0WT OWSE D2l PPE e 0 1110 NT Y.�ONSEO SR 11'Ell - -- Y42 C1e0WTT80W SEG SR 90'ELL 0 0 e-STD WT 0.A55 e00WKW NSUUiED JONT - -�- - -' 94 I i I 330 J-d - - -L_. 320 j -- 2 -- -- -- L --- - 1- -- -- I - - -- - - — i �— - -- — - - — - - - - —'- 92 )10 q y I - -1__ - - -- - � - -- -_- _ -_ _ - - - - -- a' MM. COVER - -- -- - -- - - - - - - - - )00 � 6- -- - _ -- - - - _ s0 r 190 891 lao - PROFILE vERncALSCUe, HoRZOr,T . X-•- -^ -- - -- — L — { - - - -- � -- - -. aaE Le sa I no 0.00 7.00 B•00 PEV DATE OESCWT10N WTEROLL 9lMSMRY SEE SHEETOW fORCONSOI h BILL OF DATER S ILL NO OTY SCRIPTKN MK NO ON DESCRNTK)N t , e-AN81 e0p SPNERICK LEE e o TTEIEADORNO 7 1,25 C.2W WTIFS2CFB DRL PPE ] 0 e•ROADMAYVALVESOK J 0 C2e0WT OWSE D2l PPE e 0 1110 NT Y.�ONSEO SR 11'Ell 0 Y42 C1e0WTT80W SEG SR 90'ELL 0 0 e-STD WT 0.A55 e00WKW NSUUiED JONT 9.00 10.00 11-DO 12-00 17.00 14.00 15.00 10.00 77.00 ENERGY LAND 6 INFRASTRUCTURE IOIS PASSPORT WAY • CARY. NORTH CAROLINA 27SM 01 Bvi�Yr�RrWwM� 919- 234-1974 • WWW.EU- LLC.COM • LICENSE N P -1289 A I'm Nidu Gm EEC ENGINff RS • SURVEYORS INFRASTRUCTURE ENVIRONMENTAL &Abdmpuft NASHVILLE. TENNESSEE • CARY. NORTH CAROLINA 18.00 19.00 20.00 20.25 ) 1 suue: of VCr,EO BY STOKESDALE 6' PRESSURE IMPROVEMENT PROJECT SHOWN LCW [LEAS SUE DATE: DRA —BY STOKESDALE, GUILFORD COUNTY, NORTH CAROLINA OM1512015 LCW ALIGNMENT PLAN IPROJEC -30 CHECKEDBY: STA. 6+00 TO STA. 20+25 ALIGNMENT 14-21 -3011 LCW ISSUED FOR CONSTRUCTION PIEDMONT NATURAL GAS LNTPROJECTNO: 0230491 „�,,,rt ___ �,,,„,„�, 3011 -005 N g Su$ + N W G W Z = Q OICTE IEEE EVA WE OVATE D.B - 'm 1. PN/ ieM153ln ELLISOt, ROAD n ROfNLO D.PREBTON D B. SODY, Po OH pB Ib.Po IO PM/ JDAI5140e RONAI DD-PREBTON O B S PO. m DB. L.. -IO PM/ AiOl•+.ie5 lETA 9�`LI1ER LN-I TRM-01TEEMENT 0.8 eI /I.m V. PM/ AIODS)DOD �_ NO CLEARING IN BUFFER Z = U Q � ELI PROJECT ND: 14-21.3011 O 10 O2 10 P.B. 1380 25120 PIW 7020251400 Ot SAND N=54 P.B. 738, Pq.20 �•� D.B. 8424, 35.2288 .y 1.5-15 PIN# 7920352300 1 LEAN S CLAY I I 4 ._.C� "— i • • STEEL OGAS LINE T - -- Let/B G.ma L—g Trusl AgreNrgnt N=9 ♦ ♦ ♦�� / r r r r • • Oq — ��- -•—,. • 50• PERMANENT )' D.B. e424. PQ 2280 B -, ♦♦ �♦ %• ♦♦ • _ _ _ 94 93 92 90 891 }o 1,.pp • •• r EASEMENT _ GEO CORE B -1 SCALE. 1• =5' - - ♦♦ ♦♦ - I zz oD • • r ��•-0+ -�� z3 �••r•rrr - � /' __ -- - oo , ♦�S ♦♦ rte• • �•• • -_ 00 _ _ Ea.pp ••••rr BEGIN CONVENTIONAL •• ••_ — —� —` —tom " —y 25.00 • •rrrr BORE STA. 27+47 O � - / Q TESTODIC - - ♦ ^• i ♦ � ♦ �� ♦ ♦I ♦ ♦♦ v ' rr __ r 26.00 ••rrr Q STATION ♦♦ .0 N' gy Y Z Q PLAN ALIGNMENT PLAN SCALE. 1- = 50• GRAPHIC SCALE I FEE TI CEO CORE 8.1 ELEV: 8,5 EV: 835 1-Y2 N=5 4.2.2 N =5 L3.4 V =7 Tract 7 Didue Lee 8 Eva Sue Oust D.B. 4284, Pg, 189 PIN# 7920153873 �Grr rr — �•y.,�+-. —,• Ate• _ � , _ `.� r r r s. r _ • 003 r� 1 • /�' •� Iry e TEMPORARY `4 - CAT DIC. / 3 WORKSPACE him: / 003 STA 10 +.1 END CONVENTIONAL �♦ ^1'•� ♦♦ ♦♦ BORE STA. 28 +26 ♦ ♦ ♦� ♦ ♦♦ 59 PERMANENT ♦♦ �•` EASEMENT ♦ -' ♦♦ UNNAMED - �•r_ _ ♦ 3�•� �I♦ �\ READ OF STREAM W/Y 2 �•: 29•pp ♦_ ♦ I� 50' BUFFER RADIUS `fir ♦, '� ♦♦ \ S •♦ ♦♦ _` ��`` � ,♦ 20 ZONE 2BUFFER �.`•` r_`'O'I` / rrr i 3OZONE 1 BUFFER GEOTECH �•` / n ; N =22 ♦♦ �_ NO CLEARING IN BUFFER l . rr_r Q ♦ ♦f ELI PROJECT ND: 14-21.3011 O 0.8 5138. Pq. 234 CLAYEY 8 -2e -28 P.B. 1380 25120 PIW 7020251400 ` RaneW D Pnmon r ` ♦ D.B. 5503. Pq. 352 ` • \ SAND N=54 P.B. 738, Pq.20 �•� D.B. 8424, 35.2288 .y 1.5-15 PIN# 7920352300 N =20 LEAN CLAY -_ _ : o-3e T - -- L N=9 - - DETAIL B -, I 94 93 92 90 891 GEO CORE B -1 SCALE. 1• =5' - - rr pO O$ - I - I - Tract 7 Didue Lee 8 Eva Sue Oust D.B. 4284, Pg, 189 PIN# 7920153873 �Grr rr — �•y.,�+-. —,• Ate• _ � , _ `.� r r r s. r _ • 003 r� 1 • /�' •� Iry e TEMPORARY `4 - CAT DIC. / 3 WORKSPACE him: / 003 STA 10 +.1 END CONVENTIONAL �♦ ^1'•� ♦♦ ♦♦ BORE STA. 28 +26 ♦ ♦ ♦� ♦ ♦♦ 59 PERMANENT ♦♦ �•` EASEMENT ♦ -' ♦♦ UNNAMED - �•r_ _ ♦ 3�•� �I♦ �\ READ OF STREAM W/Y 2 �•: 29•pp ♦_ ♦ I� 50' BUFFER RADIUS `fir ♦, '� ♦♦ \ S •♦ ♦♦ _` ��`` � ,♦ 20 ZONE 2BUFFER �.`•` r_`'O'I` / rrr `'ter_ ♦I� gI♦ �•� �.Wr•r 3OZONE 1 BUFFER GEOTECH �•` / ♦ ♦♦ ♦I♦ �_... BORING B-1 ( ♦♦ �_ NO CLEARING IN BUFFER PDR4RY WORKSPACE Trecl eA . rr_r Q ♦ ♦f ELI PROJECT ND: 14-21.3011 O 0.8 5138. Pq. 234 Tr/d a �� r r ♦ ♦♦ Tred 5 P.B. 1380 25120 PIW 7020251400 ` RaneW D Pnmon r ` ♦ D.B. 5503. Pq. 352 ` • \ Lela B. Climer Lm Trust A reemerlt 09 9 , P.B. 738, Pq.20 �•� D.B. 8424, 35.2288 e i� PIN117g20254205 � TEMPORARY � WORKSPACE PIN# 7920352300 awv 930 920 910 890 880 DATE DESCRIPIgN , STOKESDALE 6" PRESSURE IMPROVEMENT PROJECT STOKESDALE, GUILFORD COUNTY, NORTH CAROLINA L550E DATE. DRA-1 By �r = _ - 9 _ 04/15/2015 LCW ALIGNMENT PLAN STA. 20 +25 TO STA. 35+00 ALIGNMENT ELI PROJECT ND: 14-21.3011 WTE0.LLL SIIMMRY SEESHEETON FOR COMSOtDA BU OF WTERMLS Ott OEBCRIPTK,N E/(rq Ott DESCRIPTKHI , D e'AMSI BDO BPIERIb�I rEE e D T THREAD O RNO -_ _ T - -- - _ - - - _ -- - 94 93 92 90 891 - - _ _ T - I - I - __ - - -- - _- - -_ - - - -�-I — U u - �`' -- _:036 _ CONVENTIONAFBOREf-- I— T_ - -- z; R g . _pROE�E:, vE HORIZONTAL SCALEr1•Ir<,JO•_.i_ -_ - — - - -T-- •_ -- - Ir MO. COVE t _, -- - - -_ _ _ _ _ _ _ _ r _- _._ awrm ft-mm _{ - - - __.}- ..1._._.._ -� __._ __ __ _. -_ _.__ _.__ _._ __._ - i - . -- - _. 870 860 — — —1— -- — — -- —_ a — — - -- -- -- 881 671 - -- --i - -- .. - - I - - - - -- - -- - -- - -- - — — — — 3g mg 86( 20.25 21-OD 22.00 23.00 24.00 25.00 REV DATE DESCRIPIgN DESIGNEDBY LCW . STOKESDALE 6" PRESSURE IMPROVEMENT PROJECT STOKESDALE, GUILFORD COUNTY, NORTH CAROLINA L550E DATE. DRA-1 By �r = _ - 9 _ 04/15/2015 LCW ALIGNMENT PLAN STA. 20 +25 TO STA. 35+00 ALIGNMENT ELI PROJECT ND: 14-21.3011 WTE0.LLL SIIMMRY SEESHEETON FOR COMSOtDA BU OF WTERMLS Ott OEBCRIPTK,N E/(rq Ott DESCRIPTKHI , D e'AMSI BDO BPIERIb�I rEE e D T THREAD O RNO 4w Al CW mwwvkaftbakm 26.00 27.00 28 -00 29+00 30.00 ENERGY LAND Er INFRASTRUCTURE PWdmont 1015 PASSPORT WAY • CARY. NORTH CAROUNA 2753 �! ll�vvrm �l��vvl� llaa 919- 2341974 • WWW.ELI- LLC.COM • LICENSE N P4289 elm 1p� ENGINEERS • SURVEYORS •INFRASTRUCTURE ENVIRONMENTAL NASHVILL I. Te NNe SSee • CARY. NORTH CAROLINA 31-00 32.00 33.00 34.00 35.00 n u,, yq ; SCALE. A A S SHOWN DESIGNEDBY LCW . STOKESDALE 6" PRESSURE IMPROVEMENT PROJECT STOKESDALE, GUILFORD COUNTY, NORTH CAROLINA L550E DATE. DRA-1 By �r = _ - 9 _ 04/15/2015 LCW ALIGNMENT PLAN STA. 20 +25 TO STA. 35+00 ALIGNMENT ELI PROJECT ND: 14-21.3011 CHECKED BY LCW CLEMT PIEDMONT NATURAL GAS ISSUED FOR CONSTRUCTION d ENT PROJECTRO GILD 491 REVISK,N - -- DRAM HD ND 3011 -006 I I O O Q � Kea O N yS� O 4 a N ? oC z ?z� . `��N CARQ� 2 COQ F 5� /y9 _ - = = A : �-- . '%CiN G�'- ',,yq `� !777 A. ,'l: \• .� SC AS SHOWN o U 6_ LNNO TRUST AGREEWNT D 8.4242. PO. IIM 2 U a PNe i92W57JW L 15 DATE 04/15/2015 O z Y 5 1 O 1 + 8 �l Q FOXSPUR LAND INVESTMENT. LLC ~ D B. 4040. P0. 3n N \ P.B. 12x, Pp. 57 \ PLAN RICHARD D MILLARD YYY•- ALIGNMENTPLAN \ \ 8D BSAN P LARD SCALE: 1. • SO' '. +1 \ 0 W GPAWI SCALE(NFEETI ` I 2 STREAM SA \ H fl„di 604 I ( CROSSING TEMPORARY WORKSPACE WETLAND WC \ \ PROPOSED 6' \ z \ STEEL GAS LINE a� ,, ' EASEMENT 1 � ♦� 37.00 98.00 - .-- -�30•. 1 I '< 00 (` 41.00 -_"A2.00' 43.00 34.00 x5.170. �.:. 40-00: 4700 J Ili_ '48.00 _" / d 00 - 1 - 30.00 oy�2 ♦ ♦ ' ♦ 4 H-, (` �.T4 ! ! --"-r - -.-r_4 -o -eT+ a .�+4 =-r - .��a -:- R i ♦gyp 1 1 l � L :__ 1 I � _ / 1 i ♦�� Q- - - - -�� -------- - - - - -� �Q ss i ♦♦ i \ i �O ♦ j i ; I 1 STREAM BUFFER DETAILS '9' ♦�•� ,� , (SEE 3011 -018. DETAIL 11) TEMPORARY WORKSPACE NO CLEARING IN BUFFER Tract 5 /j Leta B. Climer Living Trust Agreement _ ♦ �! - ♦ D.B. 8424, Pg. 2288 ♦ / ♦ PIN# 7020352300 0 a _... 4444... 900 - _ _ _ i — i. + 744_4 - NF-P' G � � 890 21x0' II � '_._ a .. _.._ 4444_._ a- { - ._ I 880 _._.. _..._.+._..._.. _ ,_ .._. - "_. -- _ -..�_ ..�._._._ \ 870 —t -tl 860 —r Z. 850 - -- 4444_.. _... _......... L� 840 - 830 �- 820 �g moo` -� - - -- _ - - - - -, _ f-- _.. �..__ 4- _. -- 4' MIN. COVER \ 1• _ .. j ....._ 1 - -__ - ... }... 1 . 1 4444.. I ' . '.. _ 1 t_ .._ _ _._ __ _ _... _ __ . _ __._ r - ._ I/ ��:. .- 4444.. . _ _ I 1_ ._ t .....t.__ _ _ _t . _._. .— -- _ �- 890 _ .._.... _4444_.._. ..._ .. -- �_ -t - ._. _. -..� .: - _.._ 44_44.. _... -- -- - -- -- - -- -: -- _:- _ - - - _ ---.�. t.. - - -� t _._ _ r._. _T_ � � .— _j..� —..— — + -- - .�_.. --- - f r 880 - -- -.� —_ —_. 4_4__4_4 _.._. � I _ � I I -._ 4444 - } I __..l _ - - .....-.L.__..�. -- -- -- — -- - - -- -_- - -- - - -- -- - - ' -- ` I f_._._.�_.. I _._. -.. x ,� f - -�- _ _r -�_ - - - —)-1_ M7"! c� .. — 870 - -' T — 1- -- --1 .. r.._` __•_• __._. -. .__. ..- -' - -. _._.._ ._. ..-• -' ---- --- - --- - -._ 4444 j.. _.. ---- -- - = �- _..._i -- - - - ± -1 �.... - -�. - -- - - - - .._. _ ._.. -� ._._. 4_44_4 - -C - -. __ ._..__ -- -_... __._._1 .. -_ __ _. ._ _._ .._ -�._. �� _ Y� ._r _ __. __ • \ I - _....._... _. _` _4444... -- -- - - . _44.44._. _4444. _ - - i -- -- - - - - - �— �- i.. { — +— 850 _ r - - -� i ...... _...._ -- - -_ _- - _ -1 - - - -- - - - - -T -�-. . 44__4_4 , 1 - r- t_r F. -__ - _... - — -... _... - — - - _ _ ..... _ ... . _.__..1._ r �I v� �— — PRVr -- — T 830 _ __ -- _. _._.I __. -- - -4444 - - T YERTICAL $CALE� 1 t0' �-.. _._ 4_444_. _. _ NoalzaNTU t "� SD - _ - - L� - I � � 1 ( I � I I F... ' 820 8� Sm :� R$ 8§ a$ �� S g� 8� �� m� gm $� �� - REVUXXJ K �Wo� ,��/�y��y� ■ kKkIXW IA �a W � •�• • ' ENERGY LAND Er INFRASTRUCTURE IOIS PASSPORT WAY • CARY. NORTH CAROUNA 275E 919 - 234 -1974 • WWWALI- LLC-COM • LICENSE #' P -1289 ENGINEERS • SURVEYORS • INFRASTRUCTURE • ENVIRONMENTAL NASHVILLE. TENnE SSEE GARY. NORTH CAROLINA . `��N CARQ� 2 COQ F 5� /y9 _ - = = A : �-- . '%CiN G�'- ',,yq `� !777 A. ,'l: \• .� SC AS SHOWN oeS�LCW STOKESDALE 6" PRESSURE IMPROVEMENT PROJECT STOKESDALE, GUILFORD COUNTY, NORTH CAROLINA ALIGNMENT PLAN STA. 35+00 TO STA. 49+00 ALIGNMENT �v wiE �scRwrX1N L 15 DATE 04/15/2015 IRUMN., LCW ELIPROJECT NO: 14-21 -3011 G ECNEOeM. LCW WiERIAt 9UAMARY SEE SJEEi OaT FOfICON50LDATEDBLL OF WIERYLLS NX NO Om 0 DE NPTXN wNO 4•AN4140e SPHERICN. TEE e On OESCRPr 0 2T/iIEADORNO (VENT: PIEDMONT NATURAL GAS ISSUED FOR CONSTRUCTION : L4ar a•.2eo wr X -u cFn wu PPE 7 o cnOAwJAYV -11OX 3 0 a•2eo WT X- 52CF4PC IXiL PPE 4 0 V=Wr Y- W8W$EGR:AS•ELL CLENT PROJECT NO: 0230491 REVISION - - -- DRAWING NO 3011 -007 5 o eseovrt r -u Sws¢O St so•EU 4 0 VSTDWTaASSeooWXW L-MD. T _ 0 rCL- WXW -L VALVE 10 D ABOVE OaoLXa CATHODIC 7Eai 5TATpN hp RICHARD D M LLARD &SUSAN C M LARD D.8 4253 Pg 18 ld STREAM BUFFER DETAILS 2: wwww 49 00 (SEE 3011-018, DETAIL 11) sov, 'C STREAM ,1-4 (SEE I T 'o 50'PERMANENT EASEMENT PLAN Lets B. Climer L&" Trust Agreewnem D.B. 6424. Pg. 2280 ALIGNM2ENITN PIN# 7920352300 PLAN SCALE; I- w GRf..0 _ IN 11 TEMPORARY WORKSPACE NO TREE CLEARING IN BUFFER 890 880 870 860 850 840 830 4 820 . ..... .... f 4 4 810 REV DATE DESCWPTIDN ISSUE DATE 0411512015 DIMWN By LCW ELIPROJECTNO: CNECKEDOY. 14-21-3011 LCW T M(IIO Ott DEW—T.. W "R�Sj MSCRWIDN I 1 0 1 1 0 1 0 1-0-0 2 o z 0 L) 1— DO 42.M nN N—&-O D B 1. hp RICHARD D M LLARD &SUSAN C M LARD D.8 4253 Pg 18 ld STREAM BUFFER DETAILS 2: wwww 49 00 (SEE 3011-018, DETAIL 11) sov, 'C STREAM ,1-4 (SEE I T 'o 50'PERMANENT EASEMENT PLAN Lets B. Climer L&" Trust Agreewnem D.B. 6424. Pg. 2280 ALIGNM2ENITN PIN# 7920352300 PLAN SCALE; I- w GRf..0 _ IN 11 TEMPORARY WORKSPACE NO TREE CLEARING IN BUFFER 890 880 870 860 850 840 830 4 820 . ..... .... f 4 4 810 REV DATE DESCWPTIDN ISSUE DATE 0411512015 DIMWN By LCW ELIPROJECTNO: CNECKEDOY. 14-21-3011 LCW ISEE —V — FOR 22t"%?MqjN,0F M(IIO Ott DEW—T.. W "R�Sj MSCRWIDN I 1 0 1 1 0 1 0 1-0-0 z 0 50'PERMANENT Tread EASEMENT Jack B. & Mary P Johnson 11 11 62 83•M Pg kOPOSED 6• - — — — — — — — — — — --,; - — - — — - — — - — — --- - - 5=0— - - - PINN 61 STEEL GAS LINE STREAM SC - — - — — — — — — - - - — - — - — - 'C. RO•S♦S,� ING' .0 — — - - — - — — — — - — .............. -- - -- -- — — — - - - L - - - — - — — — — - — — - — — — — — — — — — - - - - — — — ---------------- ------------------------- ....... . ........................ ------- 7? ............. --------- pl TEMPORARY WORKSPACE -0 o "0'.0 f TEMPORARY WETLAND WEIWF WORKSPACE II i I KiiiiIiiiiiiii,yeoftbakm Qdbdmywft A= 890 .......... ...... .... - ............ OAR + %1; -1 �I� �I - 1 E 91 56.00 57.00 Sa•DO S9• ENERGY LAND & INFRASTRUCTURE 1015 PASSPORT WAY • CARY. NORTH CAROUNA 27513 919 -2344974 • WWW.GLI-LLr-COIM • LICENSE # P-11289 ENGINEERS • SURVEYORS •INFRASTRUCTURE • ENVIRONMENTAL N ASHVILL4!. TeNN4!SSeE • CARY. NORTH CAROLINA f . ....... I -------4880 870 860 850 840 830 820 810 STOKESDALE 6" PRESSURE IMPROVEMENT PROJECT STOKESDALE, GUILFORD COUNTY, NORTH CAROLINA ALIGNMENT PLAN STA. 49+00 TO STA. 63+75 ALIGNMENT ISSUED FOR CONSTRUCTION 3011-008 SCALE AS SHOWN DES DOY LCW ISSUE DATE 0411512015 DIMWN By LCW ELIPROJECTNO: CNECKEDOY. 14-21-3011 LCW PIEDMONT NATURAL GAS 0230491 f . ....... I -------4880 870 860 850 840 830 820 810 STOKESDALE 6" PRESSURE IMPROVEMENT PROJECT STOKESDALE, GUILFORD COUNTY, NORTH CAROLINA ALIGNMENT PLAN STA. 49+00 TO STA. 63+75 ALIGNMENT ISSUED FOR CONSTRUCTION 3011-008 tq,U &I I PLAN EROSION CONTROL PLAN SCALE'. 1'-57 GRAPNIC 8CALE (IN FEET! 1 Yldr • S9 R O K QO H- \ O \_ / •' /i/ 9lpu t / \ \\ 1SUNDISTURBED � / �J / gNr••�Y'�69 / �91e� AREA ALONG CHANNEL � / f -9.3 -sue - _914 \ ` L A TEMPORARY \ CONSTRUCTION ENTRANCE TEMPORARY LAYDOWN YARD TEMPORARY J I - EASEMEM �. I 3. . cc l LIMITS OF DISTURBANCE 1::,h /T ✓::� r / CD \ �\ IOU -ep i Y1 \y \ \\ I 41 I`6 T I 1 1 1 I 1" . ✓\ \ \ 1jl 1 1 1 \ 1111 1111 •\ I I 1 1 (I W 1 I 1 1 °6 a f f I I t I 1 WETLAND WA (PIPELINE AND EQUIPMENT CROSSING) 1 ° UNNAMED TRIBUTARY TO =HAW HEAD OF STREAM VW 50' BUFFER RADIUS W V I i � i � I �. 'tom •� $ g � b 16 � � t \ '91_ _ � ejz` �I ��'� t \1 \ t \ \ \ 2d,NZ.OmN.E Y2. BUFFER L t t\ \\ �,�J Y• 41'c ��. 44� `�+ _ - - NO EXCAVATION t \ YNTNIN 5 OF EXISTING _ \a•. \...` \\�_ \ \ \\� \ \ \ \ - -_ '� SEPTIC FIELD \\ _ SSTING SEPTLFIELD 30' ZONE I BUFFER, Y1 � �\ \ .0 DISTURB). DISTURB). NO CLEARING IN BUFFER 1 \ I I Q A� 9y All, � I Ur SF I \ 1 \ O ! r PROJECT DESCRIPTION THE PROPOSED PROJECT WALL INSTALL A NEW a GAS LINE FROM HIM' 153 TO FLATROCK ROAD FOR PIEDMONT NATURAL GAS. THE DISTURBED AREA IS APPROXIMATELY 10.30 ACRES. EXISTING SITE CONDITIONS THE SITE IS COMPRISED OF MOSTLY GRASSED OVERLAND AREAS. EXISTING UTILITY' EASEMENTS; AND EXISTING ROAD R.O.W. THIS PROJECT IS LOCATED IN THE CAPE FEAR RIVER BASIN, THE PREDOMINANT SOILS INSIDE THE BOUNDARY OF THE PROJECT ARE CUFFCRD SANDY LOAM, 2 TO PERCENT SLOPES (02), POPLAR FOREST SANDY LOAM. 6 TO 10 PERCENT SLOPES (PoC), CLIFFORD SANDY CLAY LOAM. 2 TO 3 PERCENT SLOPES (CI82) AND POPLAR FOREST SANDY LOAM, 10 TO 15 PRECENT SLOPES(PoD). SCHEDULE CONSTRUCTION OF THE PIPELINE IS SCHEDULED TO BEGIN MAY 2015 AND BE COMPLETE BY NOVEMBER 2015. EROSION AND SEDIMENT CONTROL NARRATIVE THE EROSION AND SEDIMENT CONTROL MEASURES FOR THIS PROJECT INVOLVE THE STRATEGIC PLACEMENT OF A VARIETY OF DEVICES INCLUDING • SILTFENCE • TEMPORARY GRAVEL CONSTRUCTION ENTRANCE"T • CHECK DAMS • COMPOST SOCK MOST OF THESE DEVICES ARE TO BE INSTALLED PRIOR TO CLEARING AND GRADING. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE PROPERLY MAINTAINED WRING ALL PHASES OF CONSTRUCTION UNTIL CONSTRUCTION ACTIVITIES HAVE CEASED AND ALL DISTURBED AREA HAVE BEEN STABILIZED. ADDITIONAL EROSION AND SEDIMENT CONTROL DEVICES MAY BE REQUIRED WRING CONSTRUCTION ALL TEMPORARY CONTROL DEVICES SHALL BE REMOVED ONCE CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED. DUST CONTROL ON SITE SHALL BE KEPT WITHIN ACCEPTABLE LIMITS BY SPRINKUNG WITH WATER OR OTHER ACCEPTABLE METHODS. THE CONTRACTOR IS RESPONSIBLE FOR THE CONTROL OF SEDIMENT ON SITE IF THE APPROVED EROSION AND SEDIMENTATION CONTROL MEASURES PROVE INSUFFICIENT. THE CONTRACTOR MUST TAKE THOSE ADDITIONAL STEPS NECESSARY TO STOP SEDIMENT FROM LEAVING THE SITE. THE PIEDMONT SITE REPRESENTATIVE MAY ADJUST EPSC PLANS BASED ON SITE CONDITIONS IN ACCORDANCE WITH BEST MANAGEMENT PRACTICES. THIS PROJECT WILL NOT ADD IMPERVIOUS AREA NOR WILL IT SIGNIFICANTLY ALTER THE EXISTING RUNOFF PATTERNS. PROPOSED STREAM CROSSINGS ARE UNNAMED TRIBUTARIES TO THE HAW RIVER. CONSTRUCTION SEQUENCE 1. OBTAIN PLAN APPROVAL AND PERMITS. 1. HOLD PRE-CONSTRUCTION CONFERENCE 2. FLAG CONSTRUCTION LIMITS. 3. INSTALL EROSION CONTROL MEASURES. 4. BEGIN CLEARING, 5. REPLACE OR INSTALL REMAINING EROSION CONTROL MEASURES. INSTALLING e. BEGIN INSTALLING PIPE- 7. COMPLETED AREA SHOULD BE SEEDED WITHIN 7 DAYS AFTER PIPE HAS BEEN INSTALLED AND FINAL GRADING OR AS SOON AS PRACTICAL ALL DISTURBED AREA SHALL BE SEEDED WITHIN 14 DAYS AFTER WORK HAS CEASED. 8. ALL DISTURBED AREA SHALL BE STABILIZED WITH SEED AND STRAW, HYDROSEEDING, OR SOD. 9. REMOVE EROSION AND SEDIMENT CONTROLS FOLLOWING FINAL INSPECTION AND SIGNOFF FROM LOCAL STORMWATER OR ENGINEERING REPRESENTATIVE 10. PROVIDE PERMANENT VEGETATION. EROSION CONTROL DEVICE NOTES 1. ALL STREAM ANWOR WETLAND CROSSING LOCATIONS NOTED ON THE PLANS ARE APPROXIMATE 2. SEDIMENT TRAPS SHALL BE LOCATED A MINIMUM OF 20 FEET OUTSIDE STREAMS AND WETLANDS. 1. SILT FENCE SHALL BE INSTALLED DOWTFGRADIENT OF THE CONSTRUCTION AREA AS NOTED ON THE PLANS AND AS SHOWN IN THE DETAILS. 4. ANY FAILURE OF ANY EROSION CONTROL DEVICE TO FUNCTION AS INTENDED FOR ANY REASON SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY. 5. ADDITIONAL EROSION CONTROL DEVICES SHALL BE INSTALLED IMMEDIATELY AFTER GROUND DISTURBANCE OCCURS. THE LOCATION OF SOME OF THE EROSION CONTROL DEVICES MAY HAVE TO BE ALTERED FROM THAT SHOWN ON THE PLANS IF DRAINAGE PATTERNS WRING CONSTRUCTION ARE DIFFERENT FROM THE FINAL PROPOSED DRAINAGE PATTERNS. IT IS THE CONTRACTORS RESPONSIBILITY TO ACCOMPUSH EROSION CONTROL FOR ALL DRAINAGE PATTERNS CREATED AT VARIOUS STAGES DURING CONSTRUCTION 6. HYDROSEEDING OR CURLEX (OR APPROVED EQUAL) IS REQUIRED FOR FINAL STABIUZATION ON STEEP SLOPES. SEEDING NOTES 1. SEE SEEDING SPECIFICATIONS FOR DETAILED INSTRUCTIONS MAINTENANCE 1. ALL SEDIMENT AND EROSION CONTROL DEVICES INCLUDING PLANTED AREAS SHALL BE INSPECTED AT LEAST ONCE PER WEEK MID VTHIN 24 HOURS AFTER ANY STORM EVENT GREATER THAN A HALF INCH(DURING A 24 HOUR PERIOD). DAMAGED OR INEFFECTIVE DEVICES SHALL BE REPAIRED OR REPLACED AS NECESSARY BY THE END OF THE DAY. 2. CLEAN SILT BARRIERS WHEN THEY ARE APPROXIMATELY 50% OBSTRUCTED BY SEDIMENT OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE. GENERAL NOTES 1. THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL DEVICES. 2. ALL UNDERGROUND UTILITIES SHOULD BE LOCATED AND MARKED IN THE FIELD PRIOR TO COMMENCING CONSTRUCTION. 3. DISTURBED AREA SHALL BE $TABILZED AS SOON AS PRACTICALLY POSSIBLE FOR PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE BEEN COMPLETED. THESE AREAS SHALL BE STABILIZED NO LATER THAN U DAYS AFTER CONSTRUCTION HAS CEASED. 4. FILL COVER, AND TEMPORARY STABILIZATION AT THE END OF EACH DAY IS RECOMMENDED WHERE PRACTICAL IT IS IMPORTANT TO CLOSE AND STABILIZE OPEN TRENCHES ON STEEP SLOPES AS SOON AS POSSIBLE 5. CONTRACTOR SHALL REGULARLY SWEEP SITE TO AV040 TRANSPORTING SILT OR SEDIMENT FROM SITE 6. STREAM AND WETLANDS, IF PRESENT. SHALL BE RETURNED TO ORIGINAL GRADE UPON COMPLETION OF CONSTRUCTION. 7. SILT FENCE SHALL REMAIN OR BE INSTALLED ALONG STREAMS FOLLOWING PIPEUNE INSTALLATION AND FINAL GRADING UNTIL THE AREA IS STABILIZED. 8. ADDITIONAL MEASURES MAY BE NECESSARY TO PROTECT AREA STREAM ANDIOR WETLANDS IF PRESENT. 9. THESE PLANS ARE FOR EROSION AND SEDIMENT CONTROL PURPOSES ONLY AND DO NOT APPLY TO CONSTRUCTION PURPOSES. 10. CONTRACTOR SHALL MAINTAIN A MINIMUM VERTICAL CLEARANCE OF 24' BETWEEN THE PIPELINE AND ALL EXISTING AND PROPOSED UTILITIES. STANDARDS ALL EROSION AND SEDIMENT CONTROLS SHALL BE IN ACCORDANCE WITH THE NPDES STORMWATER DISCHARGE PERMIT FOR CONSTRUCTION ACTIVITIES AND THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL FEVINON gEV 61E OPJK: 1 •^ Itllllllrl /Ir BCALE: DES4NED W.' _ S" PRESSURE IMPROVEMENT PROJECT ENERGY LAND & INFRASTRUCTURE ; �'��`E CSR� ; Ie3VE f E. DpAW41 BY: /JAM STOICESDALE, GUILFORD COUNTY, NORTH CAROLINA 9 04/30201$ LCw /JAM EROSION PROTECTION b SEDIMENT CONTROL PLAN 105 PASSPORT WAY • URY. NORTH CAROLINA 27513 _- '9 EM PRaECr 30 cNECXEO ln: STA. 0+00 TO STA 11+00 EPSC wTVSU alAItAVtY 919 -234 -1974 • WWW.EU- LLC.COM • LICENSE VIII P-1289 .-N.�9- iAY,_,fY9w.. 1x21 -3o11 Lcw JMK� orr aESaaP1aN Mc NO o1v DlwlmoN - - CLEW : PIEDMONT NATURAL GAS ISSUED FOR CONSTRUCTION ENGINEERS • SURVEYORS • INFRASTRUCTURE • ENVIRONMENTAL �i�/yq \� CLEAT PROJECT No . j= NAsNvILL!. i!NN!55!e GARY. NORTN CAROLINA �Oj�IAfll 0230481 pEVtSIOx: DRAwacNo: 30'11 -010 HANNEL FLATTENS i O BECOME WETLAND r I TEMPORARY Ii EASEMENT 50' PERMANENT / PROPOSED S' STEEL GASLINE (TYP.) \•�� EASEMENT (TYP.) - - .Lm.�.o;�_ •,• �__:, � ..._.�_•p�,a, � 1r`�' ��' � I I Q A� 9y All, � I Ur SF I \ 1 \ O ! r PROJECT DESCRIPTION THE PROPOSED PROJECT WALL INSTALL A NEW a GAS LINE FROM HIM' 153 TO FLATROCK ROAD FOR PIEDMONT NATURAL GAS. THE DISTURBED AREA IS APPROXIMATELY 10.30 ACRES. EXISTING SITE CONDITIONS THE SITE IS COMPRISED OF MOSTLY GRASSED OVERLAND AREAS. EXISTING UTILITY' EASEMENTS; AND EXISTING ROAD R.O.W. THIS PROJECT IS LOCATED IN THE CAPE FEAR RIVER BASIN, THE PREDOMINANT SOILS INSIDE THE BOUNDARY OF THE PROJECT ARE CUFFCRD SANDY LOAM, 2 TO PERCENT SLOPES (02), POPLAR FOREST SANDY LOAM. 6 TO 10 PERCENT SLOPES (PoC), CLIFFORD SANDY CLAY LOAM. 2 TO 3 PERCENT SLOPES (CI82) AND POPLAR FOREST SANDY LOAM, 10 TO 15 PRECENT SLOPES(PoD). SCHEDULE CONSTRUCTION OF THE PIPELINE IS SCHEDULED TO BEGIN MAY 2015 AND BE COMPLETE BY NOVEMBER 2015. EROSION AND SEDIMENT CONTROL NARRATIVE THE EROSION AND SEDIMENT CONTROL MEASURES FOR THIS PROJECT INVOLVE THE STRATEGIC PLACEMENT OF A VARIETY OF DEVICES INCLUDING • SILTFENCE • TEMPORARY GRAVEL CONSTRUCTION ENTRANCE"T • CHECK DAMS • COMPOST SOCK MOST OF THESE DEVICES ARE TO BE INSTALLED PRIOR TO CLEARING AND GRADING. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE PROPERLY MAINTAINED WRING ALL PHASES OF CONSTRUCTION UNTIL CONSTRUCTION ACTIVITIES HAVE CEASED AND ALL DISTURBED AREA HAVE BEEN STABILIZED. ADDITIONAL EROSION AND SEDIMENT CONTROL DEVICES MAY BE REQUIRED WRING CONSTRUCTION ALL TEMPORARY CONTROL DEVICES SHALL BE REMOVED ONCE CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED. DUST CONTROL ON SITE SHALL BE KEPT WITHIN ACCEPTABLE LIMITS BY SPRINKUNG WITH WATER OR OTHER ACCEPTABLE METHODS. THE CONTRACTOR IS RESPONSIBLE FOR THE CONTROL OF SEDIMENT ON SITE IF THE APPROVED EROSION AND SEDIMENTATION CONTROL MEASURES PROVE INSUFFICIENT. THE CONTRACTOR MUST TAKE THOSE ADDITIONAL STEPS NECESSARY TO STOP SEDIMENT FROM LEAVING THE SITE. THE PIEDMONT SITE REPRESENTATIVE MAY ADJUST EPSC PLANS BASED ON SITE CONDITIONS IN ACCORDANCE WITH BEST MANAGEMENT PRACTICES. THIS PROJECT WILL NOT ADD IMPERVIOUS AREA NOR WILL IT SIGNIFICANTLY ALTER THE EXISTING RUNOFF PATTERNS. PROPOSED STREAM CROSSINGS ARE UNNAMED TRIBUTARIES TO THE HAW RIVER. CONSTRUCTION SEQUENCE 1. OBTAIN PLAN APPROVAL AND PERMITS. 1. HOLD PRE-CONSTRUCTION CONFERENCE 2. FLAG CONSTRUCTION LIMITS. 3. INSTALL EROSION CONTROL MEASURES. 4. BEGIN CLEARING, 5. REPLACE OR INSTALL REMAINING EROSION CONTROL MEASURES. INSTALLING e. BEGIN INSTALLING PIPE- 7. COMPLETED AREA SHOULD BE SEEDED WITHIN 7 DAYS AFTER PIPE HAS BEEN INSTALLED AND FINAL GRADING OR AS SOON AS PRACTICAL ALL DISTURBED AREA SHALL BE SEEDED WITHIN 14 DAYS AFTER WORK HAS CEASED. 8. ALL DISTURBED AREA SHALL BE STABILIZED WITH SEED AND STRAW, HYDROSEEDING, OR SOD. 9. REMOVE EROSION AND SEDIMENT CONTROLS FOLLOWING FINAL INSPECTION AND SIGNOFF FROM LOCAL STORMWATER OR ENGINEERING REPRESENTATIVE 10. PROVIDE PERMANENT VEGETATION. EROSION CONTROL DEVICE NOTES 1. ALL STREAM ANWOR WETLAND CROSSING LOCATIONS NOTED ON THE PLANS ARE APPROXIMATE 2. SEDIMENT TRAPS SHALL BE LOCATED A MINIMUM OF 20 FEET OUTSIDE STREAMS AND WETLANDS. 1. SILT FENCE SHALL BE INSTALLED DOWTFGRADIENT OF THE CONSTRUCTION AREA AS NOTED ON THE PLANS AND AS SHOWN IN THE DETAILS. 4. ANY FAILURE OF ANY EROSION CONTROL DEVICE TO FUNCTION AS INTENDED FOR ANY REASON SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY. 5. ADDITIONAL EROSION CONTROL DEVICES SHALL BE INSTALLED IMMEDIATELY AFTER GROUND DISTURBANCE OCCURS. THE LOCATION OF SOME OF THE EROSION CONTROL DEVICES MAY HAVE TO BE ALTERED FROM THAT SHOWN ON THE PLANS IF DRAINAGE PATTERNS WRING CONSTRUCTION ARE DIFFERENT FROM THE FINAL PROPOSED DRAINAGE PATTERNS. IT IS THE CONTRACTORS RESPONSIBILITY TO ACCOMPUSH EROSION CONTROL FOR ALL DRAINAGE PATTERNS CREATED AT VARIOUS STAGES DURING CONSTRUCTION 6. HYDROSEEDING OR CURLEX (OR APPROVED EQUAL) IS REQUIRED FOR FINAL STABIUZATION ON STEEP SLOPES. SEEDING NOTES 1. SEE SEEDING SPECIFICATIONS FOR DETAILED INSTRUCTIONS MAINTENANCE 1. ALL SEDIMENT AND EROSION CONTROL DEVICES INCLUDING PLANTED AREAS SHALL BE INSPECTED AT LEAST ONCE PER WEEK MID VTHIN 24 HOURS AFTER ANY STORM EVENT GREATER THAN A HALF INCH(DURING A 24 HOUR PERIOD). DAMAGED OR INEFFECTIVE DEVICES SHALL BE REPAIRED OR REPLACED AS NECESSARY BY THE END OF THE DAY. 2. CLEAN SILT BARRIERS WHEN THEY ARE APPROXIMATELY 50% OBSTRUCTED BY SEDIMENT OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE. GENERAL NOTES 1. THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL DEVICES. 2. ALL UNDERGROUND UTILITIES SHOULD BE LOCATED AND MARKED IN THE FIELD PRIOR TO COMMENCING CONSTRUCTION. 3. DISTURBED AREA SHALL BE $TABILZED AS SOON AS PRACTICALLY POSSIBLE FOR PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE BEEN COMPLETED. THESE AREAS SHALL BE STABILIZED NO LATER THAN U DAYS AFTER CONSTRUCTION HAS CEASED. 4. FILL COVER, AND TEMPORARY STABILIZATION AT THE END OF EACH DAY IS RECOMMENDED WHERE PRACTICAL IT IS IMPORTANT TO CLOSE AND STABILIZE OPEN TRENCHES ON STEEP SLOPES AS SOON AS POSSIBLE 5. CONTRACTOR SHALL REGULARLY SWEEP SITE TO AV040 TRANSPORTING SILT OR SEDIMENT FROM SITE 6. STREAM AND WETLANDS, IF PRESENT. SHALL BE RETURNED TO ORIGINAL GRADE UPON COMPLETION OF CONSTRUCTION. 7. SILT FENCE SHALL REMAIN OR BE INSTALLED ALONG STREAMS FOLLOWING PIPEUNE INSTALLATION AND FINAL GRADING UNTIL THE AREA IS STABILIZED. 8. ADDITIONAL MEASURES MAY BE NECESSARY TO PROTECT AREA STREAM ANDIOR WETLANDS IF PRESENT. 9. THESE PLANS ARE FOR EROSION AND SEDIMENT CONTROL PURPOSES ONLY AND DO NOT APPLY TO CONSTRUCTION PURPOSES. 10. CONTRACTOR SHALL MAINTAIN A MINIMUM VERTICAL CLEARANCE OF 24' BETWEEN THE PIPELINE AND ALL EXISTING AND PROPOSED UTILITIES. STANDARDS ALL EROSION AND SEDIMENT CONTROLS SHALL BE IN ACCORDANCE WITH THE NPDES STORMWATER DISCHARGE PERMIT FOR CONSTRUCTION ACTIVITIES AND THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL FEVINON gEV 61E OPJK: 1 •^ Itllllllrl /Ir BCALE: DES4NED W.' _ S" PRESSURE IMPROVEMENT PROJECT ENERGY LAND & INFRASTRUCTURE ; �'��`E CSR� ; Ie3VE f E. DpAW41 BY: /JAM STOICESDALE, GUILFORD COUNTY, NORTH CAROLINA 9 04/30201$ LCw /JAM EROSION PROTECTION b SEDIMENT CONTROL PLAN 105 PASSPORT WAY • URY. NORTH CAROLINA 27513 _- '9 EM PRaECr 30 cNECXEO ln: STA. 0+00 TO STA 11+00 EPSC wTVSU alAItAVtY 919 -234 -1974 • WWW.EU- LLC.COM • LICENSE VIII P-1289 .-N.�9- iAY,_,fY9w.. 1x21 -3o11 Lcw JMK� orr aESaaP1aN Mc NO o1v DlwlmoN - - CLEW : PIEDMONT NATURAL GAS ISSUED FOR CONSTRUCTION ENGINEERS • SURVEYORS • INFRASTRUCTURE • ENVIRONMENTAL �i�/yq \� CLEAT PROJECT No . j= NAsNvILL!. i!NN!55!e GARY. NORTN CAROLINA �Oj�IAfll 0230481 pEVtSIOx: DRAwacNo: 30'11 -010 c I i P B E i 5 9 - 1 PLAN EROSION CONTROL PLAN SCALE I' = 50 GRAPHIC SCALE ON FEET) I r,a•wn PROJECT DESCRIPTION THE PROPOSED PROJECT WILL INSTALL A NEW 6- GAS LINE FROM HWY 156 TO FLATROCK ROAD FOR PIEDMONT NATURAL GAS. THE DISTURBED AREA IS APPROXIMATELY 10.30 ACRES. EXISTING SITE CONDITIONS THE SITE IS COMPRISED OF MOSTLY GRASSED OVERLAND AREAS; EXISTING UTILITY EASEMENTS; AND EXISTING ROAD R.O.W. THIS PROJECT 19 LOCATED IN THE CAPE FEAR RIVER BASIN. THE PREDOMINANT SOILS INSIDE THE BOUNDARY OF THE PROJECT ARE CLIFFORD SANDY LOAM. 2 TO 6 PERCENT SLOPES (CkB). POPLAR FOREST SANDY LOAM. 6 TO 10 PERCENT SLOPES (POC). CLIFFORD SANDY CLAY LOAM, 2 TO PERCENT SLOPES (CIB2) AND POPLAR FOREST SANDY LOAM. 10 TO 15 PRECENT SLOPES(POO). SCHEDULE CONSTRUCTION OF THE PIPELINE IS SCHEDULED TO BEGIN MAY 2015 AND BE COMPLETE BY NOVEMBER 2015. EROSION AND SEDIMENT CONTROL NARRATIVE THE EROSION AND SEDIMENT CONTROL MEASURES FOR THIS PROJECT INVOLVE THE STRATEGIC PLACEMENT OF A VARIETY OF DEVICES INCLUDING' • SILT FENCE • TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT • CHECK DAMS • COMPOSTSOCK MOST OF THESE DEVICES ARE TO BE INSTALLED PRIOR TO CLEARING AND GRADING ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF CONSTRUCTION UNTIL CONSTRUCTION ACTIVITIES HAVE CEASED AND ALL DISTURBED AREA HAVE BEEN STABILIZED. ADDITIONAL EROSION AND SEDIMENT CONTROL DEVICES MAY BE REQUIRED DURING CONSTRUCTION ALL TEMPORARY CONTROL DEVICES SHALL BE REMOVED ONCE CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED. DUST CONTROL ON SITE SHALL BE KEPT WITHIN ACCEPTABLE LIMITS BY SPRINKLING WTM WATER OR OTHER ACCEPTABLE METHODS. THE CONTRACTOR IS RESPONSIBLE FOR THE CONTROL OF SEDIMENT ON SITE. IF THE APPROVED EROSION AND SEDIMENTATION CONTROL MEASURES PROVE INSUFFICIENT. THE CONTRACTOR MUST TAKE THOSE ADDITIONAL STEPS NECESSARY TO STOP SEDIMENT FROM LEAVING THE SITE. THE PIEDMONT SITE REPRESENTATIVE MAY ADJUST EPSC PLANS BASED ON SITE CONDITIONS IN ACCORDANCE W TH BEST MANAGEMENT PRACTICES. THIS PROJECT VNLL NOT ADD IMPERVIOUS AREA, NOR WILL IT SIGNIFICANTLY ALTER THE EXISTING RUNOFF PATTERNS. PROPOSED STREAM CROSSINGS ARE UNNAMED TRIBUTARIES TO THE HAW RIVER. CONSTRUCTION SEQUENCE 1. OBTAIN PLAN APPROVAL AND PERMITS. 1. HOLD PRE-CONSTRUCTION CONFERENCE 2 FLAG CONSTRUCTION LIMITS. 3. INSTALL EROSION CONTROL MEASURES. G 4. BEGIN CLEARIN 5. REPLACE OR INSTALL REMAINING EROSION CONTROL MEASURES. S. BEGIN INSTALLING PPE 7. COMPLETED AREA SHOULD BE SEEDED WITHIN 7 DAYS AFTER PIPE HAS BEEN INSTALLED AND FINAL GRADING OR AS SOON AS PRACTICJLL. ALL DISTURBED AREA SHALL BE SEEDED WITHIN 14 DAYS AFTER WORK HAS CEASED. 6. ALL DISTURBED AREA SHALL BE STABILIZED WITH SEED AND STRAW. HYDROSEEDING. OR SOD. 9. REMOVE EROSION AND SEDIMENT CONTROLS FOLLOW NG FINAL INSPECTION AND SIGNOFF FROM LOCAL STORMWATER OR ENGINEERING REPRESENTATIVE 10. PROVIDE PERMANENT VEGETATION. EROSION CONTROL DEVICE NOTES 1. ALL STREAM AND/OR WETL.ANO CROSSING LOCATIONS NOTED ON THE PLANS ARE APPROXIMATE 2 SEDIMENT TRAPS SHALL BE LOCATED A MINIMUM OF 20 FEET OUTSIDE STREAMS AND WETLANDS. 1. SILT FENCE SHALL BE INSTALLED DOWN-GRADIENT OF THE CONSTRUCTION AREA AS NOTED ON THE PLANS AND AS SHOWN IN THE DETAILS, 4. ANY FAILURE OF ANY EROSION CONTROL DEVICE TO FUNCTION AS INTENDED FOR ANY REASON SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY. 5. ADDITIONAL EROSION CONTROL DEVICES SHALL BE INSTALLED IMMEDIATELY AFTER GROUND DISTURBANCE DISTURBANCE OCCURS. THE LOCATION OF SOME OF THE EROSION CONTROL DEVICES MAY HAVE TO BE ALTERED FROM THAT SHOWN ON THE PLANS IF DRAINAGE PATTERNS DURING CONSTRUCTION ARE DIFFERENT FROM THE FINAL PROPOSED DRAINAGE PATTERNS. IT IS THE CONTRACTORS RESPONSIBILITY TO ACCOMPLISH EROSION CONTROL FOR ALL DRAINAGE PATTERNS CREATED AT VARIOUS STAGES DURING CONSTRUCTION 6. HYDROSEEDING OR CURLFX (OR APPROVED EQUAL) IS REQUIRED FOR FINAL STABILIZATION ON STEEP SLOPES. SEEDING NOTES 1. SEE SEEDING SPECIFICATIONS FOR DETAILED INSTRUCTIONS MAINTENANCE 1. ALL SEDIMENT AND EROSION CONTROL DEVICES INCLUDING PUNTED AREAS SHALL BE INSPECTED AT LEAST ONCE PER WEEK AND WITHIN 24 HOURS AFTER ANY STORM EVENT GREATER THAN A HALF INCH I DURING A 24 HOUR PERIOD). DAMAGED OR INEFFECTIVE DEVICES SHALL BE REPAIRED OR REPLACED AS NECESSARY BY THE END OF THE DAY. 2. CLEAN SILT BARRIERS WREN THEY ARE APPROXIMATELY 50% OBSTRUCTED BY SEDIMENT OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE GENELMLNOTES 1. THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL DEVICES. Z ALL UNDERGROUND UTILITIES SHOULD BE LOCATED AND MARKED IN THE FIELD PRIOR TO COMMENCING CONSTRUCTION. 3. DISTURBED AREA SHALL BE STABILIZED AS SOON AS PRACTICALLY POSSIBLE FOR PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE BEEN COMPLETED. THESE AREAS SHALL BE STABILIZED NO LATER THAN 14 DAYS AFTER CONSTRUCTION HAS CEASED. 4. FILL COVER, AND TEMPORARY STABILIZATION AT THE END OF EACH DAY I$ RECOMMENDED WHERE PRACTICAL. IT IS IMPORTANT TO CLOSE AND STABILIZE OPEN TRENCHES ON STEEP SLOPES AS SOON AS POSSIBLE 5. CONTRACTOR SHALL REGULARLY SWEEP SITE TO AVOID TRANSPORTING SILT OR SEDIMENT FROM SITE 6. STREAM AND WETLANDS. IF PRESENT. SHALL BE RETURNED TO ORIGINAL GRADE UPON COMPLETION OF CONSTRUCTION 7. SILT FENCE SHALL REMAIN OR BE INSTALLED ALONG STREAMS FOLLOWING PIPELINE INSTALLATION AND FINAL GRADING UNTIL THE AREA IS STABILIZED. S. ADDITIONAL MEASURES MAY BE NECESSARY TO PROTECT AREA STREAM AND/OR WETLANDS IF PRESENT. 9. THESE PLANS ARE FOR EROSION AND SEDIMENT CONTROL PURPOSES ONLY AND DO NOT APPLY TO CONSTRUCTION PURPOSES. 10. CONTRACTOR SHALL MAINTAIN A MINIMUM VERTICAL CLEARANCE OF 24' BETWEEN THE PIPELINE AND ALL EXISTING AND PROPOSED UTILITIES. STANDARDS ALL EROSION AND SEDIMENT CONTROLS SHALL BE IN ACCORDANCE MATH THE NPDES STORMWATER DISCHARGE PERMIT FOR CONSTRUCTION ACTIVITIES AND THE NORM CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL REV 1 wre 1 DESCRIPTION n ` t1 1CA, �i SAS SHOWN aES LCW I JAM STOKESDALE 6" PRESSURE IMPROVEMENT PROJECT ENERGY LAND 6 INFRASTRUCTURE ;'�o`��F gKOY9' %; IawE z.Te ORAWX eY; STOKESDALE, GUILFORD COUNTY, NORTH CAROLINA �p/•�/„/y1t 1015 PASSPORT WAY • CARY. NORTH CAROLINA 27513 _ yr X02015 LCW /JAI EROSION PROTECTION 6 SEDIMENT CONTROL PLAN rK HO on '�' � aT, �6 levv��ll �E �6��evvEE �e as 919- 234.1974•WWW.EII- IIC.COM LICENSE +►P -1289 _ 0 9 _ ELL PRaECr30 CNECNE09Y: Gas ,,ee 14-27 -3011 lCW STA. 11400 TO STA. 22+00 EPSC K� C "ti I �O�` cL1ENr PIEDMONT NATURAL GAS ISSUED FOR CONSTRUCTION be/o�s you — N A S X V IR SL E S T lVM N lRS S! l INFRASTRUCTURE C A R Y N O R T H ENVIRONMENTAL C A R O I N A �� I I i A y, liIO MaECT NO 0230491 REwypx — oRnrAlxa xo 3� -Q PLAN EROSION CONTROL PLAN SCALE I"= 50' O IC SCALE ON FEET) 1 •Mi•30R PROJECT DESCRIPTION THE PROPOSED PROJECT WILL INSTALL A NEW 6' GAS LINE FROM HW/Y 138 TO FLJITROCK ROAD FOR PIEDMONT NATURAL GAS. THE DISTURBED AREA IS APPROXIMATELY 10.30 ACRES. � EXISTING SITE CONDITIONS THE SITE IS COMPRISED OF MOSTLY GRASSED OVERLAND AREAS, EXISTING UTILITY EASEMENTS; AND EXISTING ROAD R.O.W. THIS PROJECT IS LOCATED IN THE CAPE FEAR RIVER BASIN. THE PREDOMINANT SOILS INSIDE THE BOUNDARY OF THE PROJECT ARE CLIFFORD SANDY LOAM, 2 TO 6 PERCENT SLOPES (CtB), POPLAR FOREST SANDY LOAM 6 TO 10 PERCENT SLOPES (PoC). CLIFFORD SANDY CLAY LOAM. 2 TO 6 PERCENT SLOPES HCI82) AND POPLAR 1 FOREST SAN LOAM. 10 TO 13 PRECENT SLOPES IPO01. 1 SCHEDULE CONSTRUCTION OF THE PIPELINE IS SCHEDULED TO BEGIN MAY 2015 AND BE COMPLETE BY NO 201 S. fEROSION AND SEDIMENT CONTROL NARRATIVE THE EROSION AND SEDIMENT CONTROL MEASURES FOR THIS PROJECT INVOLVE THE STRATEGIC PLACEMENT OF A VARIETY OF DEVICES INCLUDING • SILT FENCE • TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT { • CHECK DAIS ' • COMPOST SOCK H MOST OF THESE DEVICES ARE TO BE INSTALLED PRIOR TO CLEARING AND GRADING. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF CONSTRUCTION UNTIL CONSTRUCTION ACTIVITIES HAVE CEASED AND ALL DISTURBED AREA HAVE BEEN STABILIZED. ADDITIONAL EROSION AND SEDIMENT CONTROL DEVICES MAY BE REQUIRED DURING CONSTRUCTION. ALL TEMPORARY CONTROL DEVICES + ( SHALL BE REMOVED ONCE CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED. DUST _ 1 CONTROL ON SITE SHALL BE KEPT WITHIN ACCEPTABLE UNITS BY SPRINKLING WITH WATER i� OR OTHER ACCEPTABLE METHODS. THE CONTRACTOR IS RESPONSIBLE FOR THE CONTROL OF + + +89 SEDIMENT ON SITE IF THE APPROVED EROSION AND SEDIMENTATION CONTROL MEASURES PROVE INSUFFICIENT. THE CONTRACTOR MUST TAKE THOSE -_ STEPS NECESSARY TO STOP SEDIMENT FROM LEAVING THE SITE THE PIEDMONT SITE REPRESENTATIVE MAY ` ADJUST EPSC PLANS BASED ON SITE CONDITIONS IN ACCORDANCE WITH BEST MANAGEMENT _ PRACTICES. THIS PROJECT WALL NOT ADD IMPERVIOUS AREA. NOR WILL IT SIGNIFICANTLY _ ALTER THE EXISTING RUNOFF PATTERNS. PROPOSED STREAM CROSSINGS ARE UNNAMED TRIBUTARIES TO THE HAW RIVER. / %880 l\ CONSTRUCTION SEQUENCE / i• / / / - ♦ 1. 08TAIN PLAN APPROVAL AND PERMITS. 1. HOLD PRE-CONSTRUCTON CONFERENCE 2. FLAG CONSTRUCTION LIMITS. INSTALL LE ARING, CONTROL MEASURES. 4. BEGIN p! 5. REPLACE OR INSTALL REMAINING EROSION CONTROL MEASURES. /�` INSTALLING r/ �_`�69q 8. BEGIN INSTALLING PIPE / _ 7. COMPLETED AREA SHOULD BE SEEDED THIN 7 DAYS AFTER PIPE HAS 1 1 I l \ \ 1 L, \ R �! � WI + BEEN INSTALLED AND FINAL GRADING OR AS SOON AS PRACTICAL ALL DISTURBED AREA / CD eM' SHALL BE SEEDED W THIN 14 DAYS AFTER WORK HAS CEASED. -I 11 ��.\ _ Il ! i / S. ALL DISTURBED AREA SHALL BE STABILIZED WITH SEED AND STRAW. HYDROSEEDING. OR SOD. 9. REMOVE EROSION AND SEDIMENT CONTROLS FOLLOWING FINAL INSPECTION AND SIGNOFF FROM LOCAL STORMWATER OR ENGINEERING REPRESENTATIVE 10. PROVIDE PERMANENT VEGETATION. EROSLONCONTROL DFl7CE NOTES f \\ \ \\ 111 1. Nl STREAM MlD/OR WETIMID CROSSING LOCATIONS NOTED ON T$ PLANS ARE APPROXIMATE "yb 84°� \ I i (( \ \ \ \1� �\ \ ' 2. SE ITS TRAPS SHALL BE LOCATED A MINIMUM OF 20 FEET OUTSIDE STREAMS AND ` CO )ILA 11\ 3. SILT FENCE SHALL BE INSTALLED DOVUMCRADIENT OF THE CONSTRUCTION AREA AS NOTED ON THE BANS AND AS SHOWN IN THE DETAILS. 4. ANY FAILURE OF ANY EROSION CONTROL DEVICE TO FUNCTION AS INTENDED FOR ANY REASON SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY. ADDITIONAL EROSION CONTROL DEVICES SHALL BE INSTALLED IMMEDIATELY AFTER p•..�� \ ( 1 GROUND DISTURBANCE OCCURS. THE LOCATION OF SOME OF THE EROSION CONTROL / DEVICES MAY HAVE TO BE ALTERED FROM THAT SHOWN ON THE PLANS IF DRAINAGE PATTERNS DURING CONSTRUCTION ARE DIFFERENT FROM THE FINAL PROPOSED / SF CO \ // DRAINAGE PATTERNS. IT IS THE CONTRACTORS RESPONSIBILITY TO ACCOMPLISH O 1 / EROSION CONTROL FOR ALL DRAINAGE PATTERNS CREATED AT VARIOUS STAGES DURING HYDROSEEDING OR CURLER (OR APPROVED EQUAL) IS REQUIRED FOR FINAL STABILIZATION ON STEEP SLOPES. j w SEEDING NOTES 1. SEE SEEDING SPECIFICATIONS FOR DETAILED INSTRUCTIONS ORKSPACE(TYP.�1 MANENANCE 1. ALL SEDIMENT AND EROSION CONTROL DEVICES INCLUDING PLANTED AREAS SHALL BE INSPECTED AT LEAST ONCE PER WEEK AND WITHIN N HOURS AFTER ANY STORM EVENT GREATER THAN A HALF INCH(DURING A 24 HOUR PERIOD). DAMAGED OR INEFFECTIVE DEVICES SWILL BE REPAIRED OR REPLACED AS NECESSARY BY THE END OF THE DAY. 2. CLEAN SILT BARRIERS VO4EN THEY ARE APPROXIMATELY 50% OBSTRUCTED BY SEDIMENT OR AS DIRECTED BY THE OWINERIS REPRESENTATIVE GENERAL NOTES 1. THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL DEVICES. 2. ALL UNDERGROUND UTILITIES SHOULD BE LOCATED AND MARKED IN THE FIELD PRIOR TO COMMENCING CONSTRUCTION. 3. DISTURBED AREA SHALL BE STABILIZED AS SOON AS PRACTICALLY POSSIBLE FOR PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE BEEN COMPLETED. THESE AREAS SHALL BE STABILIZED NO LATER THAN 14 DAYS AFTER CONSTRUCTION HAS CEASED. 4. FILL COVER. AND TEMPORARY STABILIZATION AT THE END OF EACH DAY IS RECOMMENDED WHERE PRACTICAL IT IS IMPORTANT TO CLOSE AND STABILIZE OPEN TRENCHES ON STEEP SLOPES AS SOON AS POSSIBLE S. CONTRACTOR SHALL REGULARLY SWEEP SITE TO AVOID TRANSPORTING SILT OR SEDIMENT FROM SITE S. STREAM AND WETLANDS. IF PRESENT. SHALL BE RETURNED TO ORIGINAL GRADE UPON COMPLETION OF CONSTRUCTION. 7. SILT FENCE SHALL REMAIN OR BE INSTALLED ALONG STREAMS FOLLOWING PIPEUNE INSTALLATION AND FINAL GRADING UNTIL THE AREA IS STABILIZED, S. ADDITIONAL MEASURES MAY BE NECESSARY TO PROTECT AREA STREAM ANWOR WETLANDS IF PRESENT. 9. THESE PLANS ARE FOR EROSION AND SEDIMENT CONTROL PURPOSES ONLY AND DO NOT APPLY TO CONSTRUCTION PURPOSES. 10. CONTRACTOR SHALL MAINTAIN A MINIMUM VERTICAL CLEARANCE OF 24' BETWEEN THE PIPELINE AND ALL EXISTING AND PROPOSED UTILITIES. ENERGY LAND & INFRASTRUCTURE pbdnat wo IUWrd Gn ir IOIS PASSPORT WAY • CARY. NORTH CAROLINA 27513 919 -234 -1974 • WWW.EU- LLC.COM • LICENSE HF P4289 1 mo ENGINEERS • SURVEYORS •INFRASTRUCTURE • ENVIRONMENTAL ' NASNVIIIE. TENNESSEE • CARY. NORTH CA ROIL NA STANDARDS ALL EROSION AND SEDIMENT CONTROLS SHALL BE IN ACCORDANCE WITH THE NPDES STORMWATER DISCHARGE PERMIT FOR CONSTRUCTION ACTIVITIES AND THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL A S SHOWN LC � � W � /JAM STOKESDALE 6" PRESSURE IMPROVEMENT PROJECT A E DATE DRAW/ IrY. STOKESDALE• GUILFORD COUNTY. NORTH CAROLINA 0413020. LCW !JAM EROSION PROTECTION & SEDIMENT CONTROL PLAN 114.21 No: 4:KECKEO Br: STA. 22+00 TO STA. 33+00 EPSC 14-21 -3011 LCW 11 PIEDMONT NATURAL GAS 11 ISSUED FOR CONSTRUCTION 0230497 aAEYNaN: = IORA9wxONO: 3011 -012 '® •., PROJECT DESCRIPTION THE PROPOSED PROJECT WILL INSTALL A NEW 6' GAS LINE FROM HW/Y 138 TO FLJITROCK ROAD FOR PIEDMONT NATURAL GAS. THE DISTURBED AREA IS APPROXIMATELY 10.30 ACRES. � EXISTING SITE CONDITIONS THE SITE IS COMPRISED OF MOSTLY GRASSED OVERLAND AREAS, EXISTING UTILITY EASEMENTS; AND EXISTING ROAD R.O.W. THIS PROJECT IS LOCATED IN THE CAPE FEAR RIVER BASIN. THE PREDOMINANT SOILS INSIDE THE BOUNDARY OF THE PROJECT ARE CLIFFORD SANDY LOAM, 2 TO 6 PERCENT SLOPES (CtB), POPLAR FOREST SANDY LOAM 6 TO 10 PERCENT SLOPES (PoC). CLIFFORD SANDY CLAY LOAM. 2 TO 6 PERCENT SLOPES HCI82) AND POPLAR 1 FOREST SAN LOAM. 10 TO 13 PRECENT SLOPES IPO01. 1 SCHEDULE CONSTRUCTION OF THE PIPELINE IS SCHEDULED TO BEGIN MAY 2015 AND BE COMPLETE BY NO 201 S. fEROSION AND SEDIMENT CONTROL NARRATIVE THE EROSION AND SEDIMENT CONTROL MEASURES FOR THIS PROJECT INVOLVE THE STRATEGIC PLACEMENT OF A VARIETY OF DEVICES INCLUDING • SILT FENCE • TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT { • CHECK DAIS ' • COMPOST SOCK H MOST OF THESE DEVICES ARE TO BE INSTALLED PRIOR TO CLEARING AND GRADING. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF CONSTRUCTION UNTIL CONSTRUCTION ACTIVITIES HAVE CEASED AND ALL DISTURBED AREA HAVE BEEN STABILIZED. ADDITIONAL EROSION AND SEDIMENT CONTROL DEVICES MAY BE REQUIRED DURING CONSTRUCTION. ALL TEMPORARY CONTROL DEVICES + ( SHALL BE REMOVED ONCE CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED. DUST _ 1 CONTROL ON SITE SHALL BE KEPT WITHIN ACCEPTABLE UNITS BY SPRINKLING WITH WATER i� OR OTHER ACCEPTABLE METHODS. THE CONTRACTOR IS RESPONSIBLE FOR THE CONTROL OF + + +89 SEDIMENT ON SITE IF THE APPROVED EROSION AND SEDIMENTATION CONTROL MEASURES PROVE INSUFFICIENT. THE CONTRACTOR MUST TAKE THOSE -_ STEPS NECESSARY TO STOP SEDIMENT FROM LEAVING THE SITE THE PIEDMONT SITE REPRESENTATIVE MAY ` ADJUST EPSC PLANS BASED ON SITE CONDITIONS IN ACCORDANCE WITH BEST MANAGEMENT _ PRACTICES. THIS PROJECT WALL NOT ADD IMPERVIOUS AREA. NOR WILL IT SIGNIFICANTLY _ ALTER THE EXISTING RUNOFF PATTERNS. PROPOSED STREAM CROSSINGS ARE UNNAMED TRIBUTARIES TO THE HAW RIVER. / %880 l\ CONSTRUCTION SEQUENCE / i• / / / - ♦ 1. 08TAIN PLAN APPROVAL AND PERMITS. 1. HOLD PRE-CONSTRUCTON CONFERENCE 2. FLAG CONSTRUCTION LIMITS. INSTALL LE ARING, CONTROL MEASURES. 4. BEGIN p! 5. REPLACE OR INSTALL REMAINING EROSION CONTROL MEASURES. /�` INSTALLING r/ �_`�69q 8. BEGIN INSTALLING PIPE / _ 7. COMPLETED AREA SHOULD BE SEEDED THIN 7 DAYS AFTER PIPE HAS 1 1 I l \ \ 1 L, \ R �! � WI + BEEN INSTALLED AND FINAL GRADING OR AS SOON AS PRACTICAL ALL DISTURBED AREA / CD eM' SHALL BE SEEDED W THIN 14 DAYS AFTER WORK HAS CEASED. -I 11 ��.\ _ Il ! i / S. ALL DISTURBED AREA SHALL BE STABILIZED WITH SEED AND STRAW. HYDROSEEDING. OR SOD. 9. REMOVE EROSION AND SEDIMENT CONTROLS FOLLOWING FINAL INSPECTION AND SIGNOFF FROM LOCAL STORMWATER OR ENGINEERING REPRESENTATIVE 10. PROVIDE PERMANENT VEGETATION. EROSLONCONTROL DFl7CE NOTES f \\ \ \\ 111 1. Nl STREAM MlD/OR WETIMID CROSSING LOCATIONS NOTED ON T$ PLANS ARE APPROXIMATE "yb 84°� \ I i (( \ \ \ \1� �\ \ ' 2. SE ITS TRAPS SHALL BE LOCATED A MINIMUM OF 20 FEET OUTSIDE STREAMS AND ` CO )ILA 11\ 3. SILT FENCE SHALL BE INSTALLED DOVUMCRADIENT OF THE CONSTRUCTION AREA AS NOTED ON THE BANS AND AS SHOWN IN THE DETAILS. 4. ANY FAILURE OF ANY EROSION CONTROL DEVICE TO FUNCTION AS INTENDED FOR ANY REASON SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY. ADDITIONAL EROSION CONTROL DEVICES SHALL BE INSTALLED IMMEDIATELY AFTER p•..�� \ ( 1 GROUND DISTURBANCE OCCURS. THE LOCATION OF SOME OF THE EROSION CONTROL / DEVICES MAY HAVE TO BE ALTERED FROM THAT SHOWN ON THE PLANS IF DRAINAGE PATTERNS DURING CONSTRUCTION ARE DIFFERENT FROM THE FINAL PROPOSED / SF CO \ // DRAINAGE PATTERNS. IT IS THE CONTRACTORS RESPONSIBILITY TO ACCOMPLISH O 1 / EROSION CONTROL FOR ALL DRAINAGE PATTERNS CREATED AT VARIOUS STAGES DURING HYDROSEEDING OR CURLER (OR APPROVED EQUAL) IS REQUIRED FOR FINAL STABILIZATION ON STEEP SLOPES. j w SEEDING NOTES 1. SEE SEEDING SPECIFICATIONS FOR DETAILED INSTRUCTIONS ORKSPACE(TYP.�1 MANENANCE 1. ALL SEDIMENT AND EROSION CONTROL DEVICES INCLUDING PLANTED AREAS SHALL BE INSPECTED AT LEAST ONCE PER WEEK AND WITHIN N HOURS AFTER ANY STORM EVENT GREATER THAN A HALF INCH(DURING A 24 HOUR PERIOD). DAMAGED OR INEFFECTIVE DEVICES SWILL BE REPAIRED OR REPLACED AS NECESSARY BY THE END OF THE DAY. 2. CLEAN SILT BARRIERS VO4EN THEY ARE APPROXIMATELY 50% OBSTRUCTED BY SEDIMENT OR AS DIRECTED BY THE OWINERIS REPRESENTATIVE GENERAL NOTES 1. THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL DEVICES. 2. ALL UNDERGROUND UTILITIES SHOULD BE LOCATED AND MARKED IN THE FIELD PRIOR TO COMMENCING CONSTRUCTION. 3. DISTURBED AREA SHALL BE STABILIZED AS SOON AS PRACTICALLY POSSIBLE FOR PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE BEEN COMPLETED. THESE AREAS SHALL BE STABILIZED NO LATER THAN 14 DAYS AFTER CONSTRUCTION HAS CEASED. 4. FILL COVER. AND TEMPORARY STABILIZATION AT THE END OF EACH DAY IS RECOMMENDED WHERE PRACTICAL IT IS IMPORTANT TO CLOSE AND STABILIZE OPEN TRENCHES ON STEEP SLOPES AS SOON AS POSSIBLE S. CONTRACTOR SHALL REGULARLY SWEEP SITE TO AVOID TRANSPORTING SILT OR SEDIMENT FROM SITE S. STREAM AND WETLANDS. IF PRESENT. SHALL BE RETURNED TO ORIGINAL GRADE UPON COMPLETION OF CONSTRUCTION. 7. SILT FENCE SHALL REMAIN OR BE INSTALLED ALONG STREAMS FOLLOWING PIPEUNE INSTALLATION AND FINAL GRADING UNTIL THE AREA IS STABILIZED, S. ADDITIONAL MEASURES MAY BE NECESSARY TO PROTECT AREA STREAM ANWOR WETLANDS IF PRESENT. 9. THESE PLANS ARE FOR EROSION AND SEDIMENT CONTROL PURPOSES ONLY AND DO NOT APPLY TO CONSTRUCTION PURPOSES. 10. CONTRACTOR SHALL MAINTAIN A MINIMUM VERTICAL CLEARANCE OF 24' BETWEEN THE PIPELINE AND ALL EXISTING AND PROPOSED UTILITIES. ENERGY LAND & INFRASTRUCTURE pbdnat wo IUWrd Gn ir IOIS PASSPORT WAY • CARY. NORTH CAROLINA 27513 919 -234 -1974 • WWW.EU- LLC.COM • LICENSE HF P4289 1 mo ENGINEERS • SURVEYORS •INFRASTRUCTURE • ENVIRONMENTAL ' NASNVIIIE. TENNESSEE • CARY. NORTH CA ROIL NA STANDARDS ALL EROSION AND SEDIMENT CONTROLS SHALL BE IN ACCORDANCE WITH THE NPDES STORMWATER DISCHARGE PERMIT FOR CONSTRUCTION ACTIVITIES AND THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL A S SHOWN LC � � W � /JAM STOKESDALE 6" PRESSURE IMPROVEMENT PROJECT A E DATE DRAW/ IrY. STOKESDALE• GUILFORD COUNTY. NORTH CAROLINA 0413020. LCW !JAM EROSION PROTECTION & SEDIMENT CONTROL PLAN 114.21 No: 4:KECKEO Br: STA. 22+00 TO STA. 33+00 EPSC 14-21 -3011 LCW 11 PIEDMONT NATURAL GAS 11 ISSUED FOR CONSTRUCTION 0230497 aAEYNaN: = IORA9wxONO: 3011 -012 PROJECT DESCRIPTION - _ - THE PROPOSED PROJECT WALL INSTALL A NEW 6' GAS LINE FROM HWY 158 TO FLATROCK ROAD FOR PIEDMONT NATURAL GAS. THE DISTURBED AREA IS APPROXIMATELY 10.30 ACRES. EXISTING SITE CONDITIONS ( THE SITE IS COMPRISED OF MOSTLY GRASSED OVERLAND AREAS, EXISTING UTILITY 1 EASEMENTS; AND EXISTING ROAD R.O.W. THIS PROJECT IS LOCATED IN THE CAPE FEAR RIVER BASIN. THE PREDOMINANT SOILS INSIDE THE BOUNDARY OF THE PROJECT ARE CLIFFORD / SANDY LOAM, 2 TO 6 PERCENT SLOPES (CkB). POPLAR FOREST SANDY LOAM 6 TO 10 PERCENT / SLOPES (PoC), CUFFORD SANDY CLAY LOAM, 2 TO 6 PERCENT SLOPES (CI82) AND POPLAR FOREST SANDY LOAM, 10 TO 15 PRECENT SLOPES(PoD). SCHEDULE CONSTRUCTION OF THE PIPELINE IS SCHEDULED TO BEGIN MAY 2015 AND BE COMPLETE BY / NOVEMBER 2015. X/ EROSION AND SEDIMENT CONTROL NARRATIVE _ _ ! THE EROSION AND SEDIMENT CONTROL MEASURES FOR THIS PROJECT INVOLVE THE STRATEGIC PLACEMENT OF A VARIETY OF DEVICES INCLUDING _ • SILT FENCE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE&VT CHECK DAMS TEMPORARY � COMPOST SOCK WORKSPACE _ MOST OF THESE DEVICES ARE TO BE INSTALLED PRIOR TO CLEARING AND GRADING, ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL (� LIMITS OF DISTURBANCE PHASES OF CONSTRUCTION LENTIL CONSTRUCTION ACTIVITIES HAVE CEASED AND ALL /r ( L i 1 (M') DISTURBED AREA NAVE BEEN STABILIZED. ADDITIONAL EROSION AND SEDIMENT CONTROL DEVICES MAY BE REOUIREO WRING CONSTRUCTION. ALL TEMPORARY CONTROL DEVICES \ ' \ •Aj� \ STREAM CROSSING & a SHALL BE REMOVED ONCE CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED. DUST ,4 _ WIETIND DETAIL (SEE mµ0 WC (RI�NE AND CONTROL ON ATE SWILL BE KEPT WITHIN ACCEPTABLE LIMITS BY SPRIWUNG WITH WATER '�� \� \ M \ ' -e'A' SHEET 3011.018. EQUIPMENT CROSSING) y OR OTHER ACCEPTABLE METHODS. THE CONTRACTOR IS RESPONSIBLE FOR THE CONTROL OF `\ ` \ 3 i DETAIL 9 810) SEDIMENT ON SITE IF THE APPROVED EROSION AND SEDIMENTATION CONTROL MEASURES t \B9e \ \ �� '/ L STREAM 8A PIPELINE AND PROVE INSUFFICIENT. THE CONTRACTOR MUST TAKE THOSE ADDITIONAL STEPS NECESSARY !) / / '180 "�' /- A // /' ens EQUIPMENT CROSSING) o TO STOP SEDIMENT FROM LEAVING THE SITE THE PIEDMONT SITE REPRESENTATIVE MAY x % f �� - / , / / / ^ ADJUST EPSC PLANS BASED ON SITE CONDITIONS IN ACCORDANCE WITH BEST MANAGEMENT O PRACTICES. THIS PROJECT WILL NOT ADD IMPERVIOUS AREA NOR WILL R SIGNIFICANTLY 8 \ PROPOSED B n \ r ALTER THE EXISTING RUNOFF PATTERNS. PROPOSED STREAM CROSSINGS ARE UNNAMED `� �YAjr, 1 \ ,t) / X 1 I I 1 I I I 1 I , STEEL GASUNE I7VP.) 2 TRIBUTARIES TO THE HAW RIVER ''�. O� XI, 5o PERMANENT _ QQ CONSTRUCTION SEQUENCE �MENTmP•) 1. OBTAIN PLAN APPROVAL AND PERMITS. I 1. HOLD PRE - CONSTRUCTION CONFERENCE - -$,- -' -� _ v ) I A ! I I I r � .°�, � ,y1,r %,•�' ( \ 1 L L _ _ -°°°- "" I / / / / 1 / / / / / I ; . � 1 I I , , / / �' - / a FLAG CONSTRUCTION uMlrs. 3. INSTALL EROSION CONTROL MEASURES. _dP / ) I I'1-1 \ \ \ \ ♦ TEMPORARY ! - - � / / / / / / / / / / / I ( I ( 1 I I I , / _ 4. BEGIN CLEARING WORKSPACE ! A / 5. REPLACE OR INSTALL REMAINING EROSION CONTROL MEASURES. - ` \ ,\ \\ , -%\ \ \ .A. �X �\ / / 1 � -_\ M \ / 1 e. BEGIN INSTAWNGPIPE. Q \ \ \�� \ \\ \ \ j 7. COMPLETED AREA SHOULD BE SEEDED WITHIN 7 DAYS AFTER PIPE HAS \�\ I r 1 \ \ ( ' - r ,(, a mo' BEEN INSTALLED AND FINAL GRADING OR AS SOON AS PRACTICAL ALL DISTURBED AREA L I/ / \ \ \ \ \ NO CLEARING IN BUFFER 1 1 , / I I I - _. _.. egg— 1 SHALL BE SEEDED WITHIN 14 DAYS AFTER WORK RAS CEASED. \� \ ' / ' �— - rDTgleurARrro )ww 2 /1 Q �'��,� — w �� i �'� �1HEADgTREAMwd' STREAM BUFFER DETAILS ' I \ \ sy, ' - - j-6y 8. ALL DISTURBED AREA SHALL BE STABILIZED WITH SEED AND STRAW. HYDROSEEgNG. OR // 1 A CD \\ , .I, ..,\ SO' euFF�kR(Oh{s\ (SEE 3011-018, DETAIL 17) 1 \' - 9. REMOVE EROSION AND SEDIMENT CONTROLS FOLLOWING FINAL INSPECTION AND �" \ DOUBLE ROW \ \\ \ -ggg% - � SIGNOFF FROM LOCAL STORMWATER OR ENGINEERING REPRESENTATIVE �\ \11' 1 ! 1 \ OF SILT FENCE PROPOSED �i i 7.yV 10. PROVIDE PERMANENT VEGETATION. �wyJl1 11\ �: \ SILT FENCE (TYP.) EROSION CONTROL DEVICE NOTES 20' ZONE 2 BUFFER 1. ALL STREAM A NWOR WETLAND CROSSING LOCATIONS NOTED ON THE PLANS ARE APPROXIMATE 2. SEDIMENT TRAPS SHALL BE LOCATED A MINIMUM OF 20 FEET OUTSIDE STREAMS AND 0 WETLANDS. '3 30' ZONE 1 BUFFER 3. SILT FENCE SHALL BE INSTALLED DOWN-GRADIENT OF THE CONSTRUCTION AREA AS NOTED ON THE PLANS AND AS SHOWN IN THE DETAILS. \ ` ! 4. ANY FAILURE OF ANY EROSION CONTROL DEVICE TO FUNCTION AS INTENDED FOR ANY NO CLEARING IN BUFFER REASON SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY. 5. ADDITIONAL EROSION CONTROL DEVICES SHALL BE INSTALLED IMMEDIATELY AFTER GROUND DISTURBANCE OCCURS THE LOCATION OF SOME OF THE EROSION CONTROL b DEVICES MAY HAVE TO BE ALTERED FROM THAT SHOWN ON THE PLANS IF DRAINAGE PATTERNS DURING CONSTRUCTION ARE DIFFERENT FROM THE FINAL PROPOSED DRAINAGE PATTERNS. IT IS THE CONTRACTORS RESPONSIBILITY TO ACCOMPLISH •NA EROSION CONTROL FOR ALL DRAINAGE PATTERNS CREATED AT VARIOUS STAGES DURING CONSTRUCTION 6. HYDROSEEDHNG OR CURLEX (OR APPROVED EQUAL) IS REQUIRED FOR FINAL STABILIZATION ON STEEP SLOPES. SEEDING NOTES 1. SEE SEEDING SPECIFICATIONS FOR DETAILED INSTRUCTIONS MAINTENANCE 1. ALL SEDIMENT AND EROSION CONTROL DEVICES INCLUDING PLANTED AREAS SWILL BE INSPECTED AT LEAST ONCE PER WEEK AND WITHIN 24 HOURS AFTER ANY STORM EVENT GREATER THAN A HALF INCH(DURING A 24 HOUR PERIOD), DAMAGED OR INEFFECTIVE DEVICES SWILL BE REPAIRED OR REPLACED AS NECESSARY SY THE END OF THE DAY. 2 CLEAN SILT BARRIERS WHEN THEY ARE APPROXIMATELY 50% OBSTRUCTED BY SEDIMENT OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE GENERAL NOTES 1. THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL DEVICES. 2. ALL UNDERGROUND UTILITIES SHOULD BE LOCATED AND MARKED IN THE FIELD PRIOR TO COMMENCING CONSTRUCTION. 3. DISTURBED AREA SHALL BE STABILIZED AS SOON AS PRACTICALLY POSSIBLE FOR PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE BEEN COMPLETED. THESE AREAS SWILL BE STABILIZED NO LATER THAN 14 DAYS AFTER CONSTRUCTION HAS CEASED. 4. FILL. COVER. AND TEMPORARY STASHUZAT1ON AT THE END OF EACH DAY IS RECOMMENDED WHERE PRACTICAL IT IS IMPORTANT TO CLOSE AND STABILIZE OPEN TRENCHES ON STEEP SLOPES AS SOON AS POSSIBLE. 5. CONTRACTOR SHALL REGULARLY SWEEP SITE TO AVOID TRANSPORTING SILT OR N j SEDIMENT FROM SITE. e. STREAM AND WETLANDS, IF PRESENT. SHALL BE RETURNED TO ORIGINAL GRADE UPON COMPLETION OF CONSTRUCTION. I 7. SILT FENCE SHALL REMAIN OR BE INSTALLED ALONG STREAMS FOLLOWING PIPELINE INSTALLATION AND FINAL GRADING UNTIL THE AREA IS STABILIZED. S. ADDITIONAL MEASURES MAY BE NECESSARY TO PROTECT AREA STREAM AROVOR WETLANDS IF PRESENT. 9. THESE PLANS ARE FOR EROSION AND SEDIMENT CONTROL PURPOSES ONLY AND 00 NOT APPLY TO CONSTRUCTION PURPOSES. 10. CONTRACTOR SHALL MAINTAIN A MINIMUM VERTICAL CLEARANCE OF 2P BETWEEN THE PIPELINE AND ALL EXISTING AND PROPOSED UTILITIES. PLAN STANDARDS EROSION CONTROL PLAN ALL EROSION AND SEDIMENT CONTROLS SHALL BE IN ACCORDANCE WITH THE NPDES SCALE i' - 50 STORMWATER DISCHARGE PERMIT FOR CONSTRUCTION ACTIVITIES AND THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL ORAPNIC SCALE ON FEETI 1 kM -gOR N� DATE �� 11u CA XAJ, IICAA DESIDNEDBY: STOKESDALE S' PRESSURE IMPROVEMENT PROJECT � � `N CARO(��'., AS SHOWN lCW I JAM ENERGY LAND 6 INFRASTRUCTURE ; =�o� ( /yy? woE DATE OwAWN GY STOKESDALE, GUILFORD COUNTY, NORTH CAROUNA r�,�_(J].,,�ont 1015 PASSPORT WAY • CARY. NORTH CAROLINA 2758 - 9 04/302015 LCW / JAM AWTFJBAL 919 -234 -1974 • WWW.ELO- LLC.COM • LICENSE IP P4289 EROSION PROTECTION b SEDIMENT CONTROL PLAN OTY � w OTY � - EU PROJECT 30 CHECFED BY. 71- 27X011 LCW STA. 3300 TO STA. 44W0 EPSC aENT PIEDMONT NATURAL GAS ISSUED FOR CONSTRUCTION GNGINEGRS • SURVEYORS INFRASTRUCTURE • ENVIRONMENTAL �i, yq `�'� ttEMT PROJECT ND .rBBB NASNVIt Il. Te NNe SS!! GARY. NORTH CAROLINA �r „IIli1r 023049 3011 -013 U I� m ,- m _.� APAUM Piedmont ,al Natural Gas KMA'y ovoudIL yy 1 1 -- x\-11 +1- I- /- I-1-TF \ \\ \ \ \ \ y- r✓�11111 I.1111�1,� L � �. I 1 I ENERGY LAND & INFRASTRUCTURE /! 1015 PASSPORT WAY • CARY. NORTH CAROLINA 27513 919 -234 -1974 • WWW.ELI- LLC.COM • LICENSE # P4289 ENGINEERS • SURVEYORS • INFRASTRUCTURE • ENVIRONMENTAL N A S N V 1 L L E T E N N E S S E E • C A R Y . N O R T H C A R O L I N A I I} // A111 \11111 11711 /� 1 l 1 TAI 1 T Il1T1111111/ / l,tl T l i� ll ll ll ll l i � � 11 j1 +I0 1,111 111i3 Iljl. 1'''Illli +111 II�I1� PROJECT DESCRIPTION THE PROPOSED PROJECT WILL INSTALL A NEW B GAS LINE FROM HWY 158 TO FLATROCK ROAD FOR PIEDMONT NATURAL GAS. THE DISTURBED AREA IS APPROXIMATELY 10.30 ACRES. E=TING SITE CONDITIONS THE SITE IS COMPRISED OF MOSTLY GRASSED OVERLAND AREAS, EJOSTING UTILITY EASEMENTS, AND EXISTING ROAD R.O.W. THIS PROJECT IS LOCATED IN THE CAPE FEAR RIVER BASIN. THE PREDOMINANT SOILS INSIDE THE BOUNDARY OF THE PROJECT ARE CLIFFORD SANDY LOAM. 2 TO 6 PERCENT SLOPES (C1B), POPLAR FOREST SANDY LOAM. 6 TO 10 PERCENT SLOPES (PoC), CUFFORD SANDY CLAY LOAM, 2 TO 6 PERCENT SLOPES (CI82) AND POPLAR FOREST SANDY LOAM, 10 TO 15 PRECENT SLOPES(PoD). SCHEDULE CONSTRUCTION OF THE PIPELINE IS SCHEDULED TO BEGIN MAY 2015 AND BE COMPLETE BY NOVEMBER 2015. EROSION AND SEDIMENT CONTROL NARRATIVE THE EROSION AND SEDIMENT CONTROL MEASURES FOR THIS PROJECT INVOLVE THE STRATEGIC PLACEMENT OF A VARIETY OF DEVICES INCLUDING • SILTFENCE TEMPORARY GRAVEL CONSTRUCTION ENTRANC46"T • CHECK DAMS • COMPOSTSOCK MOST OF THESE DEVICES ARE TO BE INSTALLED PRIOR TO CLEARING AND GRADING ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE PROPERLY MAINTAINED WRING ALL PHASES OF CONSTRUCTION UNTIL CONSTRUCTION ACTIVITIES HAVE CEASED AND ALL DISTURBED AREA HAVE BEEN STABILIZED. ADDITIONAL EROSION AND SEDIMENT CONTROL DEVICES MAY BE REQUIRED DURING CONSTRUCTION. ALL TEMPORARY CONTROL DEVICES SHALL BE REMOVED ONCE CONSTRUCTION IS COMPLETE AND THE SITE IS STABIUZED. DUST CONTROL ON SITE SHALL BE KEPT WITHIN ACCEPTABLE UMITS BY SPRINKLING WITH WATER OR OTHER ACCEPTABLE METHODS. THE CONTRACTOR IS RESPONSIBLE FOR THE CONTROL OF SEDIMENT ON SITE IF THE APPROVED EROSION AND SEDIMENTATION CONTROL MEASURES PROVE INSUFFICIENT. THE CONTRACTOR MUST TAKE THOSE ADDITIONAL STEPS NECESSARY TO STOP SEDIMENT FROM LEAVING THE SITE. THE PIEDMONT SITE REPRESENTATIVE MAY ADJUST EPSC PLANS BASED ON SITE CONDITIONS IN ACCORDANCE WITH BEST MANAGEMENT PRACTICES. THIS PROJECT WILL NOT ADD IMPERVIOUS AREA. NOR WILL IT SIGNIFICANTLY ALTER THE EXISTING RUNOFF PATTERNS. PROPOSED STREAM CROSSINGS ARE UNNAMED TRIBUTARIES TO THE HAW RIVER. CONSTRUCTION SEQUENCE 1. OBTAIN PLAN APPROVAL AND PERMITS. 1. HOLD PRE - CONSTRUCTION CONFERENCE 2. FLAG CONSTRUCTION LIMITS. 3. INSTALL EROSION CONTROL MEASURES. 4. BEGIN CLEARING 5. REPLACE OR INSTALL REMAINING EROSION CONTROL MEASURES. e. BEGIN INSTALLING PIPE. 7. COMPLETED AREA SHOULD BE SEEDED WITHIN 7 DAYS AFTER PIPE HAS BEEN INSTALLED AND FINAL GRADING OR AS SOON AS PRACTICAL ALL DISTURBED AREA SHALL BE SEEDED WITHIN 14 DAYS AFTER WORK HAS CEASED. B. ALL DISTURBED AREA SHALL BE STABILIZED WITH SEED AND STRAW, HYDROSEEDING. OR SOD. 9. REMOVE EROSION AND SEDIMENT CONTROLS FOLLOWING FINAL. INSPECTION AND SIGNOFF FROM LOCAL STORMWATER OR ENGINEERING REPRESENTATIVE IQ PROVIDE PERMANENT VEGETATION. EROSION CONTROL DEVICE NOTES 1. AIL STREAM ANLVOR WETLAND CROSSING LOCATIONS NOTED ON THE PLANS ARE APPROXIMATE 2. SEDIMENT TRAPS SHALL BE LOCATED A MINIMUM OF 20 FEET OUTSIDE STREAMS AND WETLANDS. 3. SILT FENCE SHALL BE INSTALLED DOWNGRADENT OF THE CONSTRUCTION AREA AS NOTED ON THE PLANS AID AS SHOWN IN THE DETAILS. 4. ANY FAILURE OF ANY EROSION CONTROL DEVICE TO FUNCTION AS INTENDED FOR ANY REASON SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY. S. ADDITIONAL EROSION CONTROL DEVICES SHALL BE INSTALLED IMMEDIATELY AFTER GROUND DISTURBANCE OCCURS. THE LOCATION OF SOME OF THE EROSION CONTROL DEVICES MAY HAVE TO BE ALTERED FROM THAT SHOWN ON THE PLANS IF DRAINAGE PATTERNS DURING CONSTRUCTION ARE DIFFERENT FROM THE FINAL PROPOSED DRAINAGE PATTERNS. IT IS THE CONTRACTORS RESPONSINUTY TO ACCOMPLISH EROSION CONTROL FOR ALL DRAINAGE PATTERNS CREATED AT VARIOUS STAGES DURING CONSTRUCTION 6. HYDROSEEDING OR CURLEX (OR APPROVED EQUAL) IS REQUIRED FOR FINAL STABILIZATION ON STEEP SLOPES. SEEDING NOTES T SEE SEEDING SPECIFICATIONS FOR DETAILED INSTRUCTIONS MAINTENANCE 1. ALL SEDIMENT AND EROSION CONTROL DEVICES INCLUDING PLAITED AREAS SWILL BE INSPECTED AT LEAST ONCE PER WEEK AND WITHIN 24 HOURS AFTER ANY STORM EVENT GREATER THAN A HALF INCH( DURING A 24 FOUR PERIODI. DINGED OR INEFFECTIVE DEVICES SHALL BE REPAIRED OR REPLACED AS NECESSARY BY THE END OF THE DAY. Z CLEAN SILT BARRIERS WHEN THEY ARE APPROXIMATELY Sox OBSTRUCTED BY SEDIMENT OR AS DIRECTED BY THE O MEWS REPRESENTATIVE GENERAL NOTES 1. THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL DEVICES. 2. ALL UNDERGROUND UTIUTIES SHOULD BE LOCATED AND MARKED IN THE FIELD PRIOR TO COMMENCING CONSTRUCTION- S. DISTURBED AREA SHALL BE STABILIZED AS SOON AS PRACTICALLY POSSIBLE FOR PO 71ONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE BEEN COMPLETED. THESE AREAS SHALL Be STABILIZED NO UTTER THAN 14 DAYS AFTER CONSTRUCTION HAS CEASED. 4. FILL COVER. AND TEMPORARY STABILIZATION AT THE END OF EACH DAY IS RECOMMENDED WHERE PRACTICAL IT IS IMPORTANT TO CLOSE AND STABILIZE OPEN TRENCHES ON STEEP SLOPES AS SOON AS POSSIBLE. S. CONTRACTOR SAIL REGULARLY SWEEP SITE TO AVOID TRANSPORTING SILT OR SEDIMENT FROM SITE. e. STREAM AND WETLANDS, IF PRESENT. SHALL BE RETURNED TO ORIGINAL GRADE UPON COMPLETION OF CONSTRUCTION 7. SILT FENCE SHALL REMAIN OR BE INSTALLED KONG STREAMS FOLLOWING PIPEUNE INSTALLATION AND FINAL GRADING UNTIL THE AREA IS STABILIZED. 8. ADDITIONAL MEASURES MAY BE NECESSARY TO PROTECT AREA STREAM AND/OR WETLANDS IF PRESENT. 9. THESE PLANS ARE FOR EROSION AND SEDIMENT CONTROL PURPOSES ONLY AND DO NOT APPLY TO CONSTRUCTION PURPOSES. 10. CONTRACTOR SHALL MAINTAIN A MINIMUM VERTICAL CLEARANCE OF 24' BETWEEN THE PIPELINE AND ALL EXISTING AND PROPOSED UTILITIES. STANDARDS ALL EROSION AND SEDIMENT CONTROLS SHALL BE IN ACCORDANCE WITH THE NPOES STORMWATER DISCHARGE PERMIT FOR CONSTRUCTION ACTIVITIES AND THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL WALE I DEI"ED AS SHOWN LCW I I STOKESDALE 6" PRESSURE IMPROVEMENT PROJECT JAM STOKESDALE, GUILFORD COUNTY, NORTH CAROLINA 041302015 LCW/JAM EROSION PROTECTION & SEDIMENT CONTROL PLAN 14- 213011 Iti PRaECT Ulu cNEC1(ED 8Y: LCW STA. 44+00 TO STA. 54+00 EPSC CLIENT PIEDMONT NATURAL GAS ISSUED FOR CONSTRUCTION PROTECT NO 02304e1 1 REVISIO„ — oRAVANG „a, 3011 -014 / 1 j I I 1 LIMITS OF DISTURBANCE I I l l 1 (TYP.) I \\ 1 1 \\ \ \ \\ \ \ 1 1 1\ II \ l 1 f I ' 1 1 1 I - _ - PROPOSED Ir PROPOSED \ ♦ \ 1 1\ \\ \ \ \\ \ \\ \ 1 \ l + L I I I I 1 f 1 1 1 I '/ _ -876- _ STEELyASUN�P 1TYPJ .. .SILT FB4CE ITYP.) ! / ( �p - - - - - - - . rt�-- rT- r- t-- <�;rY / / ,e ;`/- •�'_L_ -ben= .�'-_.�-_i•.cse0--�-v�. - -iv.�. �. - / �/ ��o''_�'' ----------- ♦� \♦\ \\ \ ♦\ \ \ \\ ♦ \\ \I\ 11 \11l I 1I III III i I I I I f ! I I ' /' / / / //' / //' ' / /jee ��/ J�-�_- /'�/�- -_ -eas-'/ ` !__ 'r'\ \`\ \\ \\ - \ \ \� \ \� \\♦\\\\\\\\`\\\ IlllllTl l +lll�ljl�ll�l�j��j�' /1 // �1 I I Ia .) TYP/ /i /'/ o / /'/' �'GD 1�• /__-- ' - - -_�` \ \ \ \ \ \ l 1 1 1 1 1 1 I I I I I / I ! I / / / / / ! / - l l� / ARB i \ \\\\\ \\\+ \\ +1 Ii III II jlilt itIilI11111!I I I I ioi1 / // /s � _- - --r_1 I SF 1 \Iliillillillllllllilll \1111 11�i1 i;�lllll I'll ti \ \ \ \\ III lilt \ \ 1 \ \ 1 1 \ \ \ \ ,- \ \ \ \ \ 1 1 1 I 1 I I 1 111 ( 11 +\ \ l 1 + \ \ \ 1 + -\_`Y I I i 1 I 1< 1 l t 1 \\ \ 1 1 L 1_ �' CO , 1 TEMPORARY WORKSPACE \ �� / /�\` �/' '�•� \ \i 11 1 1 � I I I III'I�111 1 1 1111111 \lllAhl \ \\i \ \\ 1 \ - ♦ ^I\ 1 11 1 1 /! 1 I I '� � 1 \ r/ \ \�'� ` • lS OF DISTURBANCE I I I I 1 ixP.l / I X 1 . 1 I ( 1 + / // // \ ` aft' 1 1 1 111 1 ! yl 1 +111111' 1�y 11 SF 1 \\ \11 +111111 \ \ + \ + \ \ \\ \ \ \ \ \\ \\ +1111 \ \+ \ 1 \1 1 11 I4 11l1 j ) I III 1 l 1 +Ill / 4 1 1 1 \ 1+ l \ \\ \\ l 1 \ \ +\ I I/ 1 1 I I \ltllllll 11 \\ 1\ \Iii 11 iii i i - ` rJ �iI I1 /r 111 1111 ,?11111 \`�1 + + \1 1111\ \ \ \ \\ \\ \111\ \ 1 \ 111 1111 I I I I os' I 1 \/ / ! / , \ 11 L 111111 \\ ` \ \ \ \ ♦ 11\111 tl\ \ \ \ 1 I ; It I ✓1 I I I I l l) , 1 1 1 1\\ i 1+ \\ \` 1 1 \\ I I I 111 1 1 / I r// i �fl l 1 11111 \\ \` 1 1 1 1 1 1 \ \\ ♦` \\ 1\ IIt \ I \ 1 1 1 I I I ,f / I 1 1 1 1 11 \\ \ \\ 1 1 1 1\\ \ \ \ \♦ 1\ \ %I It \ 1 1 1 1 mi• I� 1 1+ 1 / r1� I I I I I I I I 1 \\ \♦ 1 1 / 1 1 1 1 1 1 1 1 1\ \ \\ \\ 1 1 I 1 1 K+ 1 1 1 1 I i I I 1 1 I / I I I 1 i// / '- ` ra_ 1 1 1 1 1 1 1 I I I I 1 1/ l I I I // l +\\ \♦\ I I l l i 1 1 1 1 /' 8 1 I I 1 / /� ` \�'� dllI[IT =' i I Xllitl I I rrlllilliilil�/ /ter /,� `I \ \` \ \ \II�II�11\Illl l I11 L��T�` $ i• f l �� l l l l l 7 i i 1 /ll r_ /.'/ i''ii'/ /i��i i X i� i i j j I j i i� 9/ 1 � I i j /� // / // i // i /' ^�-- \`a+�� ``��m. \6 I11i\ \ \\1 \ \•\ \ \ \\ \ \ \ 11111 it ( j 1 I 1 // � / /,/ /, // / IJ 1 1 / I I I 1 1 1 I 1 I @ r i� / / / / / / �� \IV�\\\\�\\\\� \\\ \11111 11 III11111 11 //! / ' / / /�• / /,/ ,- /� / / //I 1 i II ( I ,� � a _ / / / / / , `.� I I °�__ -- i' / / / / / / / 1 i l till l , 1 1 / 1 / l / / /// / /, / / A - /// , / / / \ \ ♦ t 1 1 / r ! i 1 /. �' // / 1`°Itr� \ `A-It � Il! I- / /' // �i /i `� l If /' SO' /� 1 , f1JlI /0,,/ ' 861i.o yea- .��r /' i�/* /*'�/ 10' __ / /' / / / fi / `�� "� ��`�` `�e>• ot PLAN `i" ' ' /' '' -- e/e --\♦ \\ /'�,/ // °TAIL / �/ /'°t°� /, // \\` :\ ` \ \. � �\`` EROSION CONTROL PLAN SCALE 1' = 50' \1 \ i ° \0 /' / ' //' ' //' �/ , ,/ /�� ♦X l \ \ 1 l 1 (! /I GRAPHIC SCALE ON FEET. 1 nd,•SOR PROJECT DESCRIPTION THE PROPOSED PROJECT WILL INSTALL A NEW 6' GAS LINE FROM HAY 158 TO FIATROCK ROAD FOR PIEDMONT NATURAL GAS. THE DISTURBED AREA IS APPROXIMATELY 10.30 ACRES. EXISTING SITE CONaRONS THE SITE IS COMPRISED OF MOSTLY GRASSED OVERLAND AREAS, EXISTING UTILITY EASEMENTS: AND EXISTING ROAD R.O.W. THIS PROJECT IS LOCATED IN THE CAPE FEAR RIVER BASIN. THE PREDOMINANT SOILS INSIDE THE BOUNDARY OF THE PROJECT ARE CLIFFORD SANDY LOAM. 2 TO 6 PERCENT SLOPES (Ck8). POPLAR FOREST SANDY LOAM, 8 TO 10 PERCENT SLOPES (PoC), CUFF-ORD SANDY CLAY LOAM, 2 TO 6 PERCENT SLOPES (CIER) AND POPLAR FOREST SANDY LOAM. 10 TO 15 PRECENT SLOPES (P0D). SCHEDULE CONSTRUCTION OF THE PIPELINE IS SCHEDULED TO BEGIN MAY 2015 AND BE COMPLETE BY NOVEMBER 2015. EROSION AND SEDIMENT CONTROL NARRATIVE THE EROSION AND SEDIMENT CONTROL MEASURES FOR THIS PROJECT INVOLVE THE STRATEGIC PLACEMENT OF A VARIETY OF DEVICES INCLUDING • SILTFENCE • TEMPORARY GRAVEL CONSTRUCTION ENTRANCEEXIT • CHECK DAMS • COMPOST SOCK MOST OF THESE DEVICES ARE TO BE INSTALLED PRIOR TO CLEARING AND GRADING. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF CONSTRUCTION UNTIL CONSTRUCTION ACTIVITIES HAVE CEASED AND ALL DISTURBED AREA HAVE BEEN STABILIZED. ADDITIONAL EROSION AND SEDIMENT CONTROL DEVICES MAY BE REQUIRED DURING CONSTRUCTION ALL TEMPORARY CONTROL DEVICES SHALL BE REMOVED ONCE CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED. DUST CONTROL ON SITE SHALL BE KEPT VNTHN ACCEPTABLE UMITS BY SPRINKLING WBTH WATER OR OTHER ACCEPTABLE METHODS. THE CONTRACTOR IS RESPONSIBLE FOR THE CONTROL OF SEDIMENT ON SITE IF THE APPROVED EROSION AND SEDIMENTATION CONTROL MEASURES PROVE INISUFFIGENT, THE CONTRACTOR MUST TAKE THOSE ADDITIONAL STEPS NECESSARY TO STOP SEDIMENT FROM LEAVING THE SRE THE PIEDMONT SITE REPRESENTATIVE MAY ADJUST EPSC PLANS BASED ON SITE CONDITIONS IN ACCORDANCE WITH BEST MANAGEMENT PRACTICES. THIS PROJECT WILL NOT ADD IMPERVIOUS AREA NOR WILL IT SIGNFICANTLY ALTER THE EXISTING RUNOFF PATTERNS. PROPOSED STREAM CROSSINGS ARE UNNAMED TRIBUTARIES TO THE HAW RIVER. CONSTRUCTION SEQUENCE 1. OBTAIN PLAN APPROVAL AND PERMITS. 1. HOLD PRE-CONSTRUCTION CONFERENCE 2. FLAG CONSTRUCTION LIMITS. 3. INSTALL EROSION CONTROL MEASURES, 4. BEGIN CLEARING. S. REPLACE OR INSTALL REMAINING EROSION CONTROL MEASURES. 6. BEGIN INSTATING PIPE 7. COMPLETED AREA SHOULD BE SEEDED WITHIN 7 DAYS AFTER PIPE WAS BEEN INSTALLED AND FINAL GRADING OR AS SOON AS PRACTICAL ALL DISTURBED AREA SHALL BE SEEDED WITHIN 14 DAYS AFTER WORK HAS CEASED. a ALL DISTURBED AREA SHALL BE STABILIZED WITH SEED AND STRAW. HYDROSEEDING. OR SOD. 9. REMOVE EROSION AND SEDIMENT CONTROLS FOLLOWING FINAL INSPECTION AND SIGNOFF FROM LOCAL STORMWATER OR ENGINEERING REPRESENTATIVE- 10 PROVIDE PERMANENT VEGETATION EROSION CONTROL DEVICE NOTES 1. ALL STREAM ANDIOR WETLAND CROSSING LOCATIONS NOTED ON THE PLANS ARE APPROXIMATE. 2. SEDIMENT TRAPS SHALL BE LOCATED A MINIMUM OF 20 FEET OUTSIDE STREAMS AND WETLANDS. 3. SILT FENCE SHALL BE INSTALLED DOVOWSRADIENT OF THE CONSTRUCTION AREA AS NOTED ON THE PLANS AND AS SHOWN IN THE DETAILS. 4. ANY FAILURE OF ANY EROSION CONTROL DEVICE TO FUNCTION AS INTENDED FOR ANY REASON SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY. S. ADDITIONAL EROSION CONTROL DEVICES SHALL BE INSTALLED IMMEDIATELY AFTER GROUND DISTURBANCE OCCURS. THE LOCATION OF SOME OF THE EROSION CONTROL DEVICES MAY HAVE TO BE ALTERED FROM THAT SHOWN ON THE PLANS IF DRAINAGE PATTERNS DURING CONSTRUCTION ARE DIFFERENT FROM THE FINAL PROPOSED DRAINAGE PATTERNS. IT IS THE CONTRACTORS RESPONSIBILITY TO ACCOMPUSH EROSION CONTROL FOR ALL DRAINAGE PATTERNS CREATED AT VARIOUS STAGES DURING CONSTRUCTION. e. HYDROSEEDING OR CURLEX (OR APPROVED EOUALI IS REQUIRED FOR FINAL STABILIZATION ON STEEP SLOPES. SEEDING NOTES 1. SEE SEEDING SPECIFICATIONS FOR DETAILED INSTRUCTIONS MAINTENANCE 1. ALL SEDIMENT AND EROSION CONTROL DEVICES INCLUDING PUNTED AREAS SHALL BE INSPECTED AT LEAST ONCE PER WEEK AND WITHIN 24 HOURS AFTER ANY STORM EVENT GREATER THAN A HALF INCH(DURING A 24 HOUR PERIOD). DAMAGED OR INEFFECTIVE DEVICES SHILL BE REPAIRED OR REPLACED AS NECESSARY BY THE END OF THE DAY. z CLEAN SILT BARRIERS WHEN THEY ARE APPROXIMATELY 5011 OBSTRUCTED BY SEDIMENT OR AS DIRECTED SY THE OWNER'S REPRESENTATIVE- GENERAL NOTES 1. THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL DEVICES. 2. ALL UNDERGROUND UTILITIES SHOULD BE LOCATED AND MARKED IN THE FIELD PRIOR TO COMMENCING CONSTRUCTION. I DISTURBED AREA SHALL BE STABILIZED AS SOON AS PRACTICALLY POSSIBLE FOR PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE BEEN COMPLETED. THESE AREAS S/ULLL BE STABILIZED NO LATER THAN 14 DAYS AFTER CONSTRUCTION HAS CEASED. 4. FILL COVER, AND TEMPORARY STABILIZATION AT THE END OF EACH DAY IS RECOMMENDED WHERE PRACTICAL IT IS IMPORTANT TO CLOSE AND STABILIZE OPEN TRENCHES ON STEEP SLOPES AS SOON AS POSSIBLE 5. CONTRACTOR SWILL REGULARLY SWEEP SITE TO AVOID TRANSPORTING SILT OR SEDIMENT FROM SITE 6. STREAM AND WETLANDS. IF PRESENT . SHALL BE RETURNED TO ORIGINAL GRADE UPON COMPLETION OF CONSTRUCTION. 7. SILT FENCE SHALL REMAIN OR BE INSTALLED ALONG STREAMS FOLLOWING PIPELINE INSTALLATION AND FINAL GRADING UNTIL THE AREA IS STABILIZED. 8. ADDITIONAL MEASURES MAY BE NECESSARY TO PROTECT AREA STREAM ANOIOR WETLANDS IF PRESENT. 9. THESE PLANS ARE FOR EROSION AND SEDIMENT CONTROL PURPOSES ONLY AND DO NOT APPLY TO CONSTRUCTION PURPOSES. 10. CONTRACTOR SHALL MAINTAIN A MINIMUM VERTICAL CLEARANCE OF 24' BETWEEN THE PIPELINE AND ALL EXISTINGAND PROPOSED UTILITIES. STANDARDS ALL EROSION AND SEDIMENT CONTROLS SHALL BE IN ACCORDANCE VATH THE NPDES STORMWATER DISCHARGE PERMIT FOR CONSTRUCTION ACTIVITIES AND THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MAN/AL IRA DATE � ��--- - -- - -- • y r��w{�J,�' �{w,�'` O ''� 1LIIIII / /// � 8CALE: D—NED BY: N4QG� CA AS SHOWN LCW I JAM ENERGY lA N D S INFRASTRUCTURE �: �0 F �.�' %, IawE DATE DRAwI n: IOIS PASSPORT WAY • CRY. NORTH CAROLINA 27513 'yy 04/30/2015 LCW /JAM Y = W FlIaEDTIq: cNEUEO BY: A� 919 -234 -1974 • WWW.EU- ILC.COM • LICENSE 41 P -1289 _ = 1421.3011 LCW - ` CLIENT INF, Cl� PIEDMONT NATURAL GAS ENGINEERS • SURVEYORS • INFRASTRUCTURE . NO ENVIRONMENTAL J��` N A S NV ILLE. TEN NESSlE CA RY NORTH CAROLINA ��" I:UEIR PRQIECT NO - !� 0230491 STOKESDALE 8" PRESSURE IMPROVEMENT PROJECT STOKESDALE, GUILFORD COUNTY, NORTH CAROLINA EROSION PROTECTION d SEDIMENT CONTROL PLAN ST0.54+00 TO STD. 64a00 EPSC NATEHAL SIA•LARY I.eL ND Dx DE kcFn Dx aESC/ernaN -- __-- ISSUED FOR CONSTRUCTION { REV440M - ORAWW6NQ 3011 -015 _ PROJECT DE$CMPTION THE PROPOSED PROJECT WILL INSTALL A NEW e' GAS LINE FROM HAY 158 TO FLATROCK ROAD �\ FOR PIEDMONT NATURAL GAS. THE DISTURBED AREA IS APPROXIMATELY 10 30 ACRES, E>asTING SITE CONoflfoNs THE SITE IS COMPRISED OF MOSTLY GRASSED OVERLAND AREAS, EXISTING U71UTY EASEMENTS, AND EXISTING ROAD R.O.W. THIS PROJECT IS LOCATED IN THE CAPE FEAR RIVER BASIN. THE PREDOMINANT SOR.S INSIDE THE BOUNDARY OF THE PROJECT ARE CLIFFORD \ SANDY LOAM. 2 TO 6 PERCENT SLOPES (CAB). POPLAR FOREST SANDY LOAM a TO 10 PERCENT SLOPES (PoC), CLIFFORD SANDY CLAY LOAM, 2 TO 6 PERCENT SLOPES ICI82) AND POPLAR FOREST SANDY LOAM, 10 TO 15 PRECENT SLOPES (POD). SCHEDULE CONSTRUCTION OF THE PIPELINE IS SCHEDULED TO BEGIN MAY 2015 AND BE COMPLETE BY NOVEMBER 2015. EROSION AND SEDIMENT CONTROL NARRATIVE THE EROSION AND SEDIMENT CONTROL MEASURES FOR THIS PROJECT INVOLVE THE \ STRATEGIC PLACEMENT OF A VARIETY OF DEVICES INCLUDING' �\\ • SILT FENCE • TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EAT CHECK DAMS • COMPOST SOCK MOST OF THESE DEVICES ARE TO BE INSTALLED PRIOR TO CLEARING AND GRADING ALL \ / EROSION AND SEDIMENT CONTROL DEVICES SHALL BE PROPERLY MAINTAINED WRING ALL \\ PHASES OF CONSTRUCTION UNTIL CONSTRUCTION ACTIVITIES HAVE CEASED AND ALL DISTURBED AREA HAVE BEEN STABILIZED. ADDITIONAL EROSION AND SEDIMENT CONTROL `\ DEVICES MAY BE REQUIRED WRING CONSTRUCTION ALL TEMPORARY CONTROL DEVICES / SHALL BE REMOVED ONCE CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED. DUST CONTROL ON SITE SHALL BE KEPT WITHIN ACCEPTABLE UNITS BY SPRINKLING WITH WATER OR OTHER ACCEPTABLE METHODS. THE CONTRACTOR IS RESPONSIBLE FOR THE CONTROL OF SEDIMENT ON SITE. IF THE APPROVED EROSION AND SEDIMENTATION CONTROL MEASURES PROVE INSUFFICIENT, THE CONTRACTOR MUST TAKE THOSE ADDITIONAL STEPS NECESSARY TO STOP SEDIMENT FROM LEAVING THE SITE THE PIEDMONT SITE REPRESENTATIVE MAY ADJUST EPSC PLANS BASED ON SITE CONDITIONS IN ACCORDANCE WITH BEST MANAGEMENT % PRACTICES. THIS PROJECT WILL NOT ADD IMPERVIOUS AREA, NOR WILL IT SIGNIFICANTLY ALTER THE EXISTING RUNOFF PATTERNS. PROPOSED STREAM CROSSINGS ARE UNNAMED \ TRIBUTARIES TO THE HAW RIVER, JCONSTRUCTION SEQUENCE 1. OBTAIN PLAN APPROVAL AND PERMITS. 1. HOLD PRECONSTRUCTION CONFERENCE- 2_ FLAG CONSTRICTION UMITS. 3. INSTALL EROSION CONTROL MEASURES. 4. BEGIN CLEARING. REPLACE OR INSTALL REMAINING EROSION CONTROL MEASURES. \�� / (• /--\ e. BEGIN INSTALLING PIPE 7, COMPLETED AREA SHOULD BE SEEDED WITHIN 7 DAYS AFTER PIPE HAS BEEN INSTALLED AND FINAL GRADING OR AS SOON AS PRACTICAL ALL DISTURBED AREA SHALL BE SEEDED W1THN 14 DAYS AFTER WORK HAS CEASED, ALL DISTURBED AREA SMALL BE STABILIZED WITH SEED AND STRAW. HYDROSEEDING. OR SOO. \ � \ _ / ``+ WORKSPACE TEMPORARY VRKSPACE 9. REMOVE EROSION AND SEDIMENT CONTROLS FOLLOWING FINAL INSPECTION AND \ •�1 \ \� SIGNOFF FROMLOCAL STORMWATER OR ENGINEERING REPRESENTATIVE. 10 PROVIDE PERMANENT VEGETATION. PROPOSED 1 PROPOSED 6 - % �`� _ ♦ / '4 \ \ \ r1 STEEL GASLINE (TYP.) \ \ \ / ' - "1 ob \ - _ _ � J � / / / / n / / ``` CD SILFR3JCE y7YP.1 \, ♦� \ 1 1 1 \ \ \ \ 1 EROSION CONTROL DEVICE NOTES \ $8� \ ♦ \ ! / 1 1 / ` + SD PERMANENT °e \ 1. AIl STREAM ARBOR WETLAND CROSSING LOCATIONS NOTED ON THE PLANS ARE CE ' ` ) __ \ \ \ 1\ (I \I \\ \L I1 1\ 1\ APPROXIMATE \ ��_ EASEMEM (T1'P. \ J 11 m I I \ �� i `♦ �p \ \ ` �, ' `/l \ \ \\ \ \ _ �� \ \ \ \ 1 I ( 1 ) I I I w I \ \ \ \ \ 2 SEDIMENT TRAPS SHALL BE LOCATED A MINIMUM OF 20 FEET OUTSIDE STREAMS AND SO PERMANENT \ > n \_ - _ - ` �� ' -� �(/ \\f \ ,a r `s/y` + -0� \ 1 \ \ / 1 \ / / ' i 1 1 I I I l \ \ \ \ \ SILT FE WETLANDS. ` \ \ Y '\ \ ` + _ _ - �d / \ \ \ \ / 1 / I / i I \ \ \ 1 3. SILT FENCE SFULLL BE INSTALLED DOWTFGRADIENT OF THE CONSTRUCTION AREA AS EASEMEM (TYPJ ! - M9. ♦ �^ I e\ \ e92- / / / i 1 / . f \ \ \ NOTED ON THE PLANS AND AS SHOWN IN THE DETAILS. \ \ 4. AVIV FAILURE OF ANY EROSION CONTROL DEVICE TO FUNCTION AS INTENDED FOR ANY REASON SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY. ADDITIONAL EROSION CONTROL DEVICES SWILL BE INSTALLED IMMEDIATELY AFTER �- - 21 _ �` \ - \ \ 75• i ( \ \ \ GROUND DISTURBANCE OCCURS. THE LOCATION OF SOME OF THE EROSION CONTROL I CD / /6. \mss\ = \ ° q \ ' \ DEVICES MAY HAVE TO BE ALTERED FROM THAT SHOWN ON THE PLANS IF DRAINAGE � Jill / t / i / 1 l _ -'# ♦ c _ _ m.�_I► \ -, / 1 ( // m �• �` eAX r. \ \ \ PATTERNS DURING CONSTRUCTION ARE DIFFERENT FROM THE FINAL PROPOSED DRAINAGE PATTERNS. IT IS THE CONTRACTORS RESPONSIBIUTY TO ACCOMPLISH ♦ _ - - 1, ,, \ - _ _ - ` + + + ; 3\ \ X ^ / a, T \ l EROSION CONTROL FOR ALL DRAINAGE PATTERNS CREATED AT VARIOUS STAGES DURING ,f.SfL,` - -_ \ < 1 T-\�` _- �� + \~+_�I �\ + + \ __ T , 9r \ /XSfi I \ \\ .. CONSTRUCTION 9 1 rby" • i T _�- - - - - _ - - / CA TEMPORAR`, - - - - -__ / _ _ -� >� ` i 1 ' ~ +.� < ` ��.., > p I (\ \ ` 8. HVDROSEEgNG OR CURLER (OR APPROVED EQUAL) IS REQUIRED FOR FINAL ' TEMPORARY _ _ i \ \ =` r _ =_ CORSTRUCTION �i _ _ - _ _ _ _ _ / # _ �� \ \\ \ i• ) \ \ �\ ST/�&UZA710N ON STEEP SLOPES. / A /• / �� __ -_ WORKSPACE \ I _ _ c _ E /� \ \ �♦. ) \ \\ - - - - - -- ---- ------- �_! /'•\`+ ENTRAHICE.(T?PI— J%� ° \ I SEE NOTES Beyy..� 1. SEE SEEDING SPECIFICATIONS FOR DETAILED INSTRUCTIONS 891 _ _ - _ _ _ _ _ ♦ _ + ` UMTSLFS7ISIBANCE _ - _ 1 / \ I 1 \I 1 / \/ ! / �j i�� \\ _ _ m 87T/ O + + .\ Il \ \I 1, ALL SEDIMENT AND EROSION CONTROL DEVICES INCLUDING PLANTED AREAS SHALL BE _ -y / / \ + _ - - - _ _ - / / I I / / / ♦ �\� - _ . -8T6 \ INSPECTED AT LEAST ONCE PER WEEK AND WITHIN 24 HOURS AFTER ANY STORM EVENT - _ _ _ _ _gg0_ _ _ _ ` / _ - \ / / ♦ "8T5 O� l GREATER THAN A NLLF INCH(OURINO A 24 HOUR PERIOD). DAMAGED OR INEFFECTIVE W L., /� -- _--- __ --.♦ _ /// /1 eul \�\ ; DEVICES SHALL BE REPAIRED OR REPLACED AS NECESSARY BY THE END OF THE DAY. + + / / ♦ + ` `�i 1 / - ` _ _ _ _ --- _ -� / / / / / / / / / / \� °i� ; .. e r \ 2 CLFJJ•1 SILT BARRIERS VNiEN THEY ME APPROXIMATELY SO% O&STRUCTEO BY SEDIMENT �•..__ -_ _____,rte ____Ile9-- - -\ -817- 911/ OR AS DIRECTED BY THE OWNERS REPRESENTATIVE. /✓ / // / // _ -- ^ -_ ♦ \` +` +` /� / _ +, �__`♦ `�\t ? GENERAL NOTES 1. THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION AND MAINTENANCE OF ALL 7� +` �� +`- / // / / 11 1/ 2 EROSION AND BE LOCATED AND MARKED IN THE FIELD PRIOR TO / \ /" J / / / / ALLUNPIRGR SEDIMEM CONTROL DEVICES. --- ++ / / l / / I / p / COMMENCING CONSTRUCTION #� _ - - _ - _ _ _ _ _eeT,- - _ - \ ` ` `\ / / / / /i �e111' .- `+ 1 ` \ / / l / / / / ) 3. DISTURBED AREA SHALL BE STABILIZED AS SOON AS PRACTICALLY POSSIBLE FOR � ` `Ab_ ♦ / / / / lr PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE BEEN COMPLETED. - -, \ 1fP / / � / / / ° / ) _ / THESE AREAS SHALL BE STABILIZED NO LATER THAN 14 DAYS AFTER CONSTRUCTION HAS `\ -' ! CEASED. / 4. FILL. COVER AND TEMPORARY STABILIZATION AT THE END OF EACH DAY IS _ _ - - _-� - - - \ + \ \\ / / i _ _ - - _- _ _ \` _�- -983--- � / l / / / / / / / > / / /1 / / RECOMMENDED WHERE PRACTICAL IT IS IMPORTANT TO CLOSE AND STABILIZE OPEN - ^ + + + \ . _ -� - - `; -^ _ i / / 1 1 / TRENCHES ON STEEP SLOPES AS SOON AS POSSIBLE �AI0^ / / / � _ - _ - / / � / / i e1 / � /0 5. CONTRACTOR SHALL REGULARLY SWEEP SITE TO AVOID TRANSPORTING SILT OR ♦♦ I I I ) -88r /i /' \ _ +� �� \ / / / Weer `_ - -_BBT ` / / / /� /' �/ / / / / // //w / / e \d / 1 / / SEDIMENT FROM SITE. - - -�- _ _ _ \ \ `. \/ / / 1 // /010/ -800- - -'• _ \ - _ - - / / n 10/ / j / / O! / / 6. STREAM AND WETLANDS, IF PRESENT. SHALL BE RETURNED TO ORIGINAL GRADE UPON 010 /010' �0 / BIN / �0 / / / COMPLETION OF CONSTRUCTION / i i ' i -0>e� .6T9- - - - - -1 7. SILT FENCE SFWJ_ REMAIN OR BE INSTALLED ALONG STREAMS FOLLOWING PIPELINE -- - / - _ _ _ \ J / i / / INSTALLATION AND FINAL GRACING UNTIL THE AREA IS STABILIZED. ( - _ _ - - _ - _ --- - - - _ \'BeJ + ` �, \ \ � � / / 10' � i � \ � _ _ _ - _ - - 878 _ _ - - r ' � / / 8. ADDITIONAL MEASURES MAY BE NECESSARY TO PROTECT AREA STREAM AND/OR -077 - - - _ _ _ _ _ _Bn- 8T6�' WETLANDS IF PRESENT. I I I I I I -�� _ _ _ ` \ \\ / / / / / $ / / / ' - - e - "' - - - 876 - - - - - �0 i //� / 01�' 0'P 9. THESE PLANS ARE FOR EROSION AND SEDIMENT CONTROL PURPOSES ONLY AND DO NOT ++ \\ /� `� -- ______.878 -- L�� /�i' '�i' /� APPLY TO CONSTRUCTION PURPOSES. ��\ `\ \\ \ / /. /. / / / / / t_ - - _ _ �'L / 10. CONTRACTOR SHALL MAINTAIN A MINIMUM VERTICAL CLEARANCE OF 24' BETWEEN THE // 4fi \ \/ / /. / / / / / -e7s -' -e7J _ _ - _ _a7A _ _ _ - ' l i' / e PIPELINE AID ALL EXISTING AND PROPOSED UTILITIES. PLAN I � ! 1 I 1 _ `\ \ \ / / / / / / 11 ' / _ 1A��i� - 872 --- I I I I I^ / ♦� \�r� +` // // 0 --- -- -'Bn- --_-fir-- •�'� -` e7_�� /i /� STANDARDS 1 _ .. -_•� l -e77___�- 7 EROSION CONTROL PLAN 1 ( I I I I I '/ - -ee0� - _ , \ \ \ ♦/ / / / / / / / / w •Bt \' _6T0� T - J'- -811- -' - - _ - 10' / / / / ALL EROSION AND SEDIMENT CONTROLS SHALL BE IN ACCORDANCE NTH THE HADES `\ SCALE r = 50 f I I _ \ / / / / i / / T e76- _-'em- - s i +`°�`` \\ \ \\ 1/ i 1 eeen_= ��---- `- - - -1`v �� \--- _ -�� // /i' SCAROLINA EROSION AND GSEDIMENT CONTROL PLANNING AND DESIGN MANUAL �TH \. \ °3 \. \, / _',_� _______�--------- ^� ♦\_, GRAPHIC SCALE 8N FEET) I M "SIR qEV PATE OE&CIEPIIOrI n. /1111111/ SCALE DESIONED BY: Gm CAI�p('� AS SHOWN LCW / JAM STOKESDALE 8" PRESSURE IMPROVEMENT PROJECT ENERGY LAND &INFRASTRUCTURE �� i S %:f NSUE DATE DRAM DY: STOKESDALE, GUILFORD COUNTY, NORTH CAROLINA • �jp/�m/y 1015 PASSPORT WAY • CARY, NORTH CAROLINA 27513 y� x%30/2015 LCW /JAM EROSION PROTECTION 8, SEDIMENT CONTROL PLAN Eu PRaECr No: cNECAED sr: STA. 64+00 TO STA. 77 +20 EPSC w� 919 -234 -1974 • WNlW.ELI- ILCCOM LICENSE # P-12H9 - - 14.21 -3011 LCW -_____ MK ND GTr oE8aam10N ASC ND an DE6aErnDN C2 � cL1ENT PIEDMONT NATURAL GAS ISSUED FOR CONSTRUCTION K� , ENGINEERS • SURVEYORS INFRASTRUCTURE ENVIRONMENTAL NA _ ! � DNT PROJECT Na W �V I L L E. T E N N B S S E e • C A R Y. NORTH CAROLINA W11 / / /llllllll\ 0230491 J REVWON. DRAM GMM 3011 -016 2'41' WASHED STONE I'1 OR FLATTER ORIGIN AL GRADE FILTER FABRIC NECESSARY SECTION A CONSTRUCTION SPECIFICATIONS: 1 STONE SIZE - USE 7J' WASHED STONE OR LARGER AS SPECIFIED IN N DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES. 2 WIDTH - IYMMIN 3 WASHING - WHEN NECESSARY, WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC R O.W. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE WITH DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING ANY STORM DRAIN. DITCH, OR WATERCOURSE THROUGH USE OF SAND BAGS. GRAVEL. BOARDS, OR OTHER APPROVED METHODS 4 MAINTENANCE THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION YMICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC R.O W. THIS MAY REOUORE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOIT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED. DROPPED, WASHED, OR TRACKED ONTO PUBLIC R O W MUST BE REMOVED IMMEDIATELY TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT D (NOT TO SCALE) R e SEWN -IN CONNECTION SLEEVE FOR PUMP DISCHARGE HOSE (OPTIONAL) ' MIN SILT FENCE 0' -0' MIN WITH WIRE BACKING GEOTEXTILE FABRIC (TYPE 110 UNDER AND COVERING ENT%RE WOOD CHIP PAD WOOD CHIPS GEOTEXTILE FABRIC (TYPE HID OR EXISTING VEGETATION yNol /,il 1 i` VARIES WITH GROUNDLINE SLOPE J f0'iIN. J L. ISTANGE FROM STREAM TOP OF BANK STREAM PLAN VIEW OPTIONAL LIFTING STRAPS VARIES WITH GROUND I LINE SLOPE L� 2' -0' MIN SWALE OR OTHER SEDIMENT 2' -3' CONTROL DEVICE NOTE PLASTIC OR WIRE TIES L_ 1 CONSTRUCT SEDIMENT BARRIER WITH WIRE FENCE 03 ANDMENT NOTES, TRAPPING SEDIMENT TRAPPING DEWCE •20 R MIN w 3'�i7i -f? 12 MIN WTMOUT WIRE FENCE WIDTH .. ~ PIPEICULVERT IF NECESSARY TOTAL WIDTH 32' MIN SUPPLY WATER TO WASH L"'EL IF NECESSARY FROM SHEET FLOW ONLY USE SILT FENCE WITH WINE 50' MIN. .' PLAN VIEW 2'41' WASHED STONE I'1 OR FLATTER ORIGIN AL GRADE FILTER FABRIC NECESSARY SECTION A CONSTRUCTION SPECIFICATIONS: 1 STONE SIZE - USE 7J' WASHED STONE OR LARGER AS SPECIFIED IN N DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES. 2 WIDTH - IYMMIN 3 WASHING - WHEN NECESSARY, WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC R O.W. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE WITH DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING ANY STORM DRAIN. DITCH, OR WATERCOURSE THROUGH USE OF SAND BAGS. GRAVEL. BOARDS, OR OTHER APPROVED METHODS 4 MAINTENANCE THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION YMICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC R.O W. THIS MAY REOUORE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOIT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED. DROPPED, WASHED, OR TRACKED ONTO PUBLIC R O W MUST BE REMOVED IMMEDIATELY TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT D (NOT TO SCALE) R e SEWN -IN CONNECTION SLEEVE FOR PUMP DISCHARGE HOSE (OPTIONAL) ' MIN SILT FENCE 0' -0' MIN WITH WIRE BACKING GEOTEXTILE FABRIC (TYPE 110 UNDER AND COVERING ENT%RE WOOD CHIP PAD WOOD CHIPS GEOTEXTILE FABRIC (TYPE HID OR EXISTING VEGETATION yNol /,il 1 i` VARIES WITH GROUNDLINE SLOPE J f0'iIN. J L. ISTANGE FROM STREAM TOP OF BANK STREAM PLAN VIEW OPTIONAL LIFTING STRAPS VARIES WITH GROUND I LINE SLOPE L� 2' -0' MIN NOTES: i SEDIMENT FILER BAGS SHOULD NOT BE PLACED WITHINA JURISDICTIONAL WETLMIDOR WITHIN 50 FEET OF A STABILIZED OUTLET. STREAM, OR OTHER NATURAL WATERS RESOURCE. 2 CONTRACT Oi SMALL EXERCISE CAUTION NOT TO BURST OR DAMAGE THE SEDIMENT FILTER BAG WHEN PUMPING 3 SEDIMENT FILTER BAGS SMALL BE REPLACED WHEN SEDIMENT HAS ACCUMULATED TO X OF THE SAGS CAPACTTY OR W ACCORDANCE WITH THE MANUFACTURES RECOMMENDATIONS 2' -0' WN SILT FENCE WITH WIRE BACKING GEOTEXTILE FABRIC (TYPE III) - OR EXISTING VEGETATION SILT -SAVER DEWATER FILTER BAG 0' %13' 2' -3' S' MAX STANDARD FABRIC 0'd' PLASTIC OR WIRE TIES 13'%23' WITH WIRE FENCE PUMP NOTES, 0' MAX EXTRA STRENGHT WTMOUT WIRE FENCE 1 SILT FENCE WITH WIRE BACKING IS USED TO INTERCEPT WOVEN WIRE FENCE BACKING TAAX ON PONDING AREAS SMALL AMOUNTS OF SEDIMENT AND REDUCE VELOCITY TOTAL WIDTH 32' MIN l 2' MIN FROM SHEET FLOW ONLY USE SILT FENCE WITH WINE BACKING UP- GRADIENT TO, AND ALONG THE PERIMETER OF STREAMS. WETLANDS, PONDS. SPRINGS, OR OTHER NATURAL WATER RESOURCES LOCATED WITHIN OR SILT FENCE IN ITH WIRE BACKING NO MORE THAN U' ADJACENT TO THE PROJECT RIGHT OF WAY FABRIC TOTAL WIDTH M* OF FABRIC 2 THE MAXIMUM DRAINAGE AREA SIZE FOR CONTINUOUS SILT FENCE WITH BACKING SHALL BE 1 ACRE PER 130 LINEAR ALLOWED ABOVE GROUND LEVEL FEEL OF FENCE LENGTH MAXIMUM SLOPE LENGTH BEHIND BOTTOM OF WOVEN WORE FENCE EXISTING FENCE ON UPSLOPE SIDE SMALL BE 290 FEET ( AS BACKING SMALL BE POSITIONED AT GROUND MEASURED ALONG GROUND SURFACE) THE BOTTOM OF THE TRENCH 3 MAINTENANCE SHALL BE PERFORMED AS NEEDED. _ _ -7_ CAPTURED 500. MATERIAL SHALL BE REMOVED WHEN -4 STEEL POST (TYP ) ' BULGES' DEVELOP IN THE SILT FENCE ANDOR WHEN S' MIN BOTTOM OF I 24' MW EVIDENCE OF FILTER CLOGGING IS OBSERVED TRENCH STEEL POST (STD T OR V' SECTION) 1. STEEL POSTS SHALL HAVE A PROJECTION FOR FASTENING WIRE THEM WOVEN WIRE FENCE SACKING ANCHOR FASTENED SECURELY TO FENCE POSTS WITH WIRE E TIES WI POSITION POSTFABRIC PLATES I .THE W TENERS SHOULD BE EVENLY SPACED WITH AT ASSEMBLY AT VERTCAL TOAMAX S' FROM AST SIX PER POST LEAST SIX THE VERTICAL (ANGLED TOWARD FLOW) S FABRIC SHALL BE FASTENED SECURELY TO WOVEN WINE SILT FENCE WITH WIRE BACKING FABRIC 2' MIN FENCE RACKING WITH THE TIES SPACED EVERY 24 INCHES AND WOVEN WIRE FENCE BACKING I TIEBACK BETWEEN FENCE ALONG TOP AND MIDSECTION. I I 21- FABRIC POST AND ANCHOR STAKE EXISTING GROUND ABOVE GROUND TO BE NO. S (0 2$'1 HOLLOW SECURE TO POST 0 SEDIMENT SHALL BE REMOVED FROM BEHIND THE SILT FENCE WITH WIRE BACKING WHEN IT HAS ACCUMULATED TO F (DIN \� I BRAIDED POLYPROPYLENE BY WRAPPING ROPE WITH MINIMUM ONEiIALF THE ORIGINAL HEIGHT OF THE STRUCTURE AND TENSILE STRENGTH OF 1200 PAID FOR UNDER ITEM NUMBER 209 . SEDIMENT REMOVAL SACKFILL WITH COMPA4TED SOIL —• POUNDS PER CUBIC YARD. S' -T— I I SILT FENCE WITH 7 STOP SILT FENCE AT PAVED CROSSINGS. USE 7 II MIN 24' POST FLOW �A -1 WIRE BACKING ALTERNATIVE MEASURE IF NECESSARY ANCHOR SILT FENCE WITHH WIRE SELOWGROUND BACKING FABRIC 9' DEEP WISH C I� B COORDINATE SILT FENCE PLACEMENT IN WATER QUALITY RUN-OUT LENGTH. COMPACT SACKFIU- Ilf SUFFERS TO MINIMIZE IMPACT LJI ANCHOR STAKE MW 18' EXISTING GROUND 9 REINFORCE TOE OF THE FENCE WITH 12 INCHES OF NC DOT 05 OR 051 WASHED STONE MEN FLOW WILL RUN SECTIONAL VIEW LONG TO BE PLACED 12' INTO GROUND SILT FENCE TIEBACK PARALLEL TO THE TOE OF THE FENCE NOTES: i SEDIMENT FILER BAGS SHOULD NOT BE PLACED WITHINA JURISDICTIONAL WETLMIDOR WITHIN 50 FEET OF A STABILIZED OUTLET. STREAM, OR OTHER NATURAL WATERS RESOURCE. 2 CONTRACT Oi SMALL EXERCISE CAUTION NOT TO BURST OR DAMAGE THE SEDIMENT FILTER BAG WHEN PUMPING 3 SEDIMENT FILTER BAGS SMALL BE REPLACED WHEN SEDIMENT HAS ACCUMULATED TO X OF THE SAGS CAPACTTY OR W ACCORDANCE WITH THE MANUFACTURES RECOMMENDATIONS 2' -0' WN SILT FENCE WITH WIRE BACKING GEOTEXTILE FABRIC (TYPE III) - OR EXISTING VEGETATION SILT -SAVER DEWATER FILTER BAG 0' %13' 2' -3' PUMP 0'd' PUMP 13'%23' 0'4' PUMP 10' -0' 50, MINIMUM SEDIMENT FILTER BAG EXISTING VEGETATIVE VARIES MINIMUM BUFFER GEOTEXTILE FILTER BAG FABRIC (TYPE III) � - SILT FENCE WITH wuRE BACNIN6 2'MIN 6' MIN USE WOOD CHIP9 �0 =1•X3 PAD TOIEVEI BAG FROM ORaUAgI� � fUTUML GROUNDIINE GEOTEMILE FABRIC (TYPE III) OR EXISTING VEGETATION SECTION A TYPICAL SEDIMENT FILTER BAG (NOT TO SCALE) SILT FENCE DETAIL (NOT TO SCALE) TOP OF BANK 12' OF NCDOT 05 OR 037 WASHEO STONE CLASS B RPRAP PLAINVIEW �- 1.S -4 C 70S' CROSS SECTION VIEW 2' MAX. AT CENTER STONE CHECK DAM (NOT TO SCALE) MAINTENANCE 1 INSPECT CHECK DAMS AND CHANNELS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (} INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY CLEAN OUT SEDIMENT, STRAW, LIMBS. OR OTHER DEBRIS THAT COULD CLOG THE CHANNEL WHEN NEEDED, 2 ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND EROSION FROM HIGH FLOWS AROUND THE EDGES OF THE DAM CORRECT ALL DAMAGE IMMEDIATELY 3 REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE TO CHANNEL VEGETATION, ALLOW THE CHANNEL TO GRAIN THROUGH THE STONE CHECK DAM. AND PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE DAM ADD STONES TO DAMS AS NEED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION CONSTRUCTION SPECIFICATIONS 1 RACE STONE TO THE LINES AND DIMENSIONS SHOWN IN THE PLAN ON A FILTER FABRIC FOUNDATION 2 KEEP THE CENTER STONE SECTION AT LEAST 91NCHES BELOW NATURAL GROUND LEVEL WHERE THE DAM ABUTS THE CHANNEL BANK 3 EXTEND STONE AT LEAST 1.3 FEET BEYOND THE DITCH BANK TO KEEP WATER FROM CUTTING AROUNO THE ENDS OF THE CHECK OAM A SET SPACING BETWEEN DAMS, ALMEAR ALIGNMENT TO ASSURE THAT THE ELEVATION AT THE TOP OF THE LOWER DAM IS THE SAME AS THE TOE ELEVATION OF THE UPPER DAM 5. PROTECT THE CHANNEL AFTER THE LOWEST CHECK DAM FROM HEAVY FLOW THAT COULD CAUSE EROSION 0. MAKE SURE THAT THE CHANNEL REACH ABOVE THE MOST UPSTREAM DAM IS STABLE. ENSURE THAT OTHER AREAS OF THE CHANNEL, SUCH AS CULVERT ENTRANCES BELOW THE CHECK DAMS. ARE NOT SUBUECT TO DAMAGE OR BLOCKAGE FROM DISPLACED STONES. REV DATE OESCRIPfKN ABC Av lR SCALE OESIGIEOBY'. \�� CAROB'' % AS SHOWN LCW I JAM STOKESDALE 6" PRESSURE IMPROVEMENT PROJECT ENERGY LAND 6 INFRASTRUCTURE `�nQ. y�/q ISSUE DATE IXRAWN BY STOKESDALE, GUILFORD COUNTY, NORTH CAROLINA PkKknM IOIS PASSPORT WAY • CARY. NORTH CAROLINA 27SB 0413012015 LCW / JAM EROSION PROTECTION & SEDIMENT CONTROL PLAN ELI PROJECT NO: CHECKED BY 919 - 234 -1974 • WWW.ELI- LLCCOM LICENSE N P42B9 1421.3011 LCW MATEaMI suMAUgY = EPSC DETAILS uc NO oTY oESCRVrXN Atl(NO oTr OESCF —ION Nk rW ■ m 9 B RaliY� fIY MNV - aENr K� �O`' PIEDMONT NATURAL GAS - -- ISSUED FOR CONSTRUCTION ENGINEERS • SURVEYORS • INFRASTRUCTURE • ENVIRONMENTAL CAROLINA NASNVILtl. TENNESSEE GARY. NORTH CAROLINA yq� I�J�f•/ ENrPRO$cTNO 0230491 3011 -017 RENSION DRAWING NO / ! TOEOFawK TEAPOgat WoaKSPAce TOPOFe )_ COMPOST SOCK 3. 1 1 - - - - - - - _ - - FLOW �� T— AREA TO BE PAOtECrED CUEEEX OR ENONEER APPROVED EOUIOLENT WTH HYDRAULICMLY MPLIED I- CHSEED MIXTURE PER EROSKN CONTROL DEVICE. NOTES B WIDTH OF DISTURBANCE TO BE MINIMIZED 12'MIN PERMANENT EASEMENT I 2'X 2' STAKES (WIDTH VARIES) L PROPOSED OAS MULCH OR COMPOST FOR P PELXE ,,TRENCHED SOCKS I I SECTION 1 l 1 l sTAeEIn Flu � 1 1 SHEET FLOW —� PUMA TO BE PaorccrED Y • MAX / COMPOST SOCK \r R I wCaX AREA I ORDINARY HIGH WATER MARK -T -I I I I I IM I I I I I I I I I I I I I I- III — III -I I I, I I I I WOOD MULCH OR , _ V2 T COMPOST T O HEIGHT OF LOG - III -III III - III =III -III IIIIIII I I I I I EwORARY MRNo - I I I I I PROVOS MNEDM OF S -OF SOL COVER OVER FPST 1Z OF UNTRENCHED INSTALLATION PLAN FJFOSEIN CONRro1 FABRIC AS SHOWN e STREAMBANK STABILIZATION e COMPOST SOCK INSTALLATION DETAIL (NOT TO SCALE) I i•eEa AW NcE w. gg�E r R mAE EASEMENT MCAeFP WPE u NMS nEAU ..: r EANO raENrn BAC9 I AIL SLLr SEE DETAIL SKT FENCE —FEW :.. (1V.O NOW48PACEO ZAPMi) WETIANO• TWV ROw43PACEDZ APMTI rlow i4 CONSTRUCTION ROAD I CONSTRUCTION ROAD OENER ROTES, &Li FENCE w� - I NO WASTES, SPOES, SOLOS OR FELS WEL SE ` STREAM A •w. - w�aE IlAF4w0 I MowsmuN I w \ - - WEtLA+D' TAU SET FENCE VREXy TO AMDFOLLOWNO - CoNSTnucTXJMM PLACED WITIFN NETI E)S, WATERS OR RPAR- AREA4 2 wETUND CROSSNQ9 SHML BE RESrORm TO C ` TOP RAN( / 4'PROPOSED OASLINE y I• I ' y `9P0E . ORONM CONTWIL80MCE CON9TRUCTON IS COMRETED. S \ MAINTENANCE AREA y PEE - •I� FarEa6lp 1 `hrrTrF�E I J. TO RESTORE ME CORATOOR NWETLAIDAREAg THECONRUCTOR WILLMEAKATWSEED- 30'PERMANE - TVP_ICAL PRE AND POST - CONSTRUCTION PLANNEW WHE]FWRL BE DISTRISOL ST 'BILVA -N UNT'R SPEDE$TD PROVIDESOILM-E.-O ENTETE PERMANENT SEEOINO OERMIIATE9 AND BECOMES G - 60 CONSTRUCTION AREA EASEMENT COLPRISEO 50 PERMANENT EASEMENT COPdNOV AIAIS.TMBER MATS OIL 1 - - F OFSPEIIES ATAAEHAM TOTHE TH SPECES TAOF THE TA E TO ME COUNIYS THE E%CEPIEIN OF THE PLACEIFOIOER SPECIES � ` 3• C' TEMPORARY BROONO A \ �wrFeIFOLE 9Et fE IN�(I�� \\ ASEEDETAII A REFER OF SET FENCE - ` FLUME SHOAO BE SHED TO 117M I IMNOLEFLOWANDSLIFFK :ENT SET FENCE / / SPOE PEE / IIGINSLAHSfORPIACEAENT ALONG DLSNRBEO LIMITS. 3 N O\ NLENGTHTOACCO QATE I WDENID TRENCH TO PREVENT FAEURE Q�� yEEjIAND• _ -7' ( r ORDER TO ECTBENECESSN ORDER TO Piro TECt AFTECTEDCREEK9 AND WERMD9 �( / - - -- opF C -'--' ~_�EA I B. EXCAVATXNFORWETLANDCROSSMOANO -- " axuxE L._ _ BEMOMTE PLC PLUG NSTM LATKNOFPTPESHALLBECONDUCTEDNTHE SAME DAY TO ME MUST EXifJ1i PRACTICAL SAME DAY T AN EMUST EXTM F PRACTK S 2G ZONE 2 BUFFER SHOULD OCCUR A3900N A9PMCTOALUPoN / COM%ETON OF PPE NSTALIATKN SECTION 88 T TREES WRL BE CUi AID SNAPB LEFT N NAGS. 3G ZONE 1 BUFFER ` CONSTRtCTON sEOUENCE NOTES. ITEM NO CONSTRUCTION CLEARING IN THIS AREA OF BUFFER I. NSTAlL3ETFENCE 2. NSTALL PUMP -3D ZONEr BUFFER UPSTREAM OF CROSSNO LOCAMN. PIAP SHOULD HAYE TWICE THE PUEPM CAMCRY Of ANTICIPATED FL OW- NTAKEHOSES— BESCPEEMED - -- - -- --3 NSTALL UPSTREAM 9AIDgAO COFFERDAM NSTALL DOWNSTREAM COFFFApAM ENSURE A 2 FT MN TOP - .- •- • -CREST TL WIDTH ON ME COFFERDAMS INSTALL B6E0. MAT CONS R CiDN CN0.aSN0 S. CONSTRLX:TPPELNE SEE DETAIL SET FENCE . . (TWOROWSSPACEDZ -ART) ADVRO— TS,TBIBERMATSOR \ 'Y/MPORARY ��28UFFER ISTABEME PMLIE TRENCH USING CURL EX OR ENGNEER APPROVED EOUNMEIYT AND"CIVSEED MIXTURE. . . . tFEREM ETRAM COF ERDA GRFM DOWNSTREAAICOFFERDAM TEN REMOVE UPSiNEM1 COFFERDAM KEEP PUMP RUNNING DURING REMOVAL TO LFAMAN STREAY ROW EASEMENT TYPICAL CONSTRUCTION PIANVIEW e STREAM CROSSING (PUMP DIVERSION WITH EQUIPMENT CROSSING) !D TYPICAL WETLAND CROSSING DETAIL e STREAM BUFFER DETAIL REV DALE PEVIS ON DESCRIPTION '1.1lE R' Jv —'1 \\ ! kKknM.` "l Mo'0 MINER ENERGY LAND & INFRASTRUCTURE 1015 PASSPORT WAY • CARY. NORTH CAROLINA 27513 919 -234 -1974 • WWW.EII- IIC.COM • LICENSE N P -1289 ENGINEERS SURVEYORS INFRASTRUCTURE • ENVIRONMENTAL N A S N V I L l E. T e N N E s s! E G A R Y . N O R T H C A R O L I N A I, ; °�� y _ ` - - - �V ��,qfl A �`�Z AS SHOWN �3 LCW / JAM STOKESDALE 6' PRESSURE IMPROVEMENT PROJECT STOKESDALE, GUILFORD COUNTY, NORTH CAROLINA EROSION PROTECTION & SEDIMENT CONTROL PLAN EPSC DETAILS ISSUE DATE 04130/2015 DRAWN By lCW I JAM ELIPROACTND 14-21 -3011 CHECKED BY LCW LureRIU SUMMARY -W on aESCroPrEDN LN ND om DESCrOPTEJN CLIENT PIEDMONT NATURAL GAS ISSUED FOR CONSTRUCTION ENTPRO,ECr NO'. 0230481 - ^- R DpAWINGNO 3011 -018