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DocuSign Envelope ID:81E05E8E-EED7-43D3-8B8A-08110E72140A
<br /> EROSIONCONTROL NOTES NPDES Stormwater Discharge Permit for Construction Activities(NCG01) NCDENRIDi Asion of Water Quality
<br /> 1. THE CONTRACTOR SHALL INSTALL ALL EROSION AND SEDIMENT CONTROL DEVICES AS NECESSARY TO ADEQUATELY CONTAIN CONSTRUCTION SEQUENCE
<br /> SEDIMENT RUNOFF WITH THE PROJECT AREA DURING CONSTRUCTION IN ACCORDANCE WITH THE CURRENT EDITION OF THE
<br /> NORTH CAROLINA EROSION AND SEDIMENT CONTROL MANUAL. ALL DEVICES REFERRED TO IN THESE PLANS CAN BE FOUND IN 1. OBTAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS. CONTACT THE TOWN ❑F HILLSBOROUGH UTILITY DEPARTMENT
<br /> THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL MANUAL. PRIOR TO THE COMMENCEMENT OF WORK, NEW STABILIZATION TIMEFRAMES
<br /> 2. ALL DISTURBED AREAS SHALL BE PERMANENTLY SEEDED AND MULCHED PER THE NPDES SCHEDULE AFTER REACHING FINAL 2. FLAG THE WORK LIMITS.
<br /> GRADE. AREAS WHICH HAVE BEEN DISTURBED AND HAVE NOT REACHED FINAL GRADE, BUT WHICH ARE TO REMAIN 3. HOLD REQUIRED PRE-CONSTRUCTION MEETING AT LEAST ONE WEEK PRIOR TO STARTING CONSTRUCTION. ALL PERMITS AND (Effective Aug.3,2U111
<br /> UNDISTURBED FOR LONGER THAN 14 DAYS ARE TO BE TEMPORARILY SEEDED AND MULCHED PER THE NPDES SCHEDULE.AS PAYMENTS MUST BE COMPLETED PRIOR TO THESE MEETINGS.
<br /> UPSTREAM AREAS ARE STABILIZED WITH PERMANENT GROUND COVER, DOWNSTREAM TEMPORARY DEVICES ARE TO BE 4, INSTALL THE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE AS THE FIRST CONSTRUCTION ACTIVITY. INSTALL EROSION AND Q
<br /> REMOVED. CONTRACTOR SHALL FOLLOW THE STABILIZATION TIME TABLE INCLUDED IN THIS SET OF DRAWINGS. AND SEDIMENT CONTROL AS NECESSARY TO ADEQUATELY CONTAIN SOILS, EROSION, AND SEDIMENT WITHIN THE PROJECT SITE AREA DESCRIPTION STA131LIZATION TIMEFRAME EXCEPTIONS C1� , ° >
<br /> 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PERIODICALLY INSPECT ALL SEDIMENT AND EROSION CONTROL DEVICES AND z
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<br /> 5. REMOVE TOPSOIL FROM AREA OF EXCAVATION AND STOCKPILE FOR USE DURING FINAL STABILIZATION WITHIN LIMITS ❑F V./ o z �'
<br /> ENSURE THAT THEY ARE IN GOOD WORKING ORDER. AT A MINIMUM, ALL DEVICES SHALL BE INSPECTED DAILY AND AFTER MAJOR � � m
<br /> DISTURBANCE. �i m
<br /> RAINFALL EVENTS. ANY DEVICE NEEDING REPAIRS SHALL BE REPAIRED WITHIN 24 HOURS. Perimeter dikes, swales, ditches, slopes 7 days None 1 o > E
<br /> 4. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION AND SEDIMENT CONTROL DEVICES IF DURING THE COURSE OF 6. INSTALL DRAINAGE SYSTEM AND PRESSURE MANIFOLD. 0
<br /> CONSTRUCTION THE ENGINEER OR ORANGE COUNTY INSPECTOR DETERMINES THAT THEY ARE REQUIRED. 7. INSTALL 2" SCHEDULE 40 PVC FORCEMAIN. . !� E a•
<br /> 5, SILT SHALL BE REMOVED FROM SILT FENCES WHEN THE SILT REACHES APPROXIMATELY ONE-THIRD THE HEIGHT OF THE 8. INSTALL GRINDER AND FORCEMAIN PUMP WITHIN EXISTING CONCRETE TANK, INSTALL PUMP CONTROL PANEL. _ Li Z 7
<br /> BARRIER. 9. CORE EXISTING CONCRETE TANK,
<br /> 6. THE CONTRACTOR SHALL PERIODICALLY TOP DRESS THE CONSTRUCTION ENTRANCE WITH CLEAN STONE. IF THE 10. CONTACT OWASA AND ENGINEER FOR INSPECTION. INSPECTION AND ACCEPTANCE OF THE WORK SHALL BE COMPLETED BY Q4 High Quality Water(HQW)Zones 7 days None
<br /> CONSTRUCTION ENTRANCE FAILS TO REMOVE DIRT FROM THE TIRES OF VEHICLES ENTERING A PUBLIC RIGHT-OF-WAY A WASH BOTH THE ENGINEER AND AN OWASA REPRESENTATIVE. �' Q
<br /> RACK SHALL BE INSTALLED AND THE TIRES WASHED, THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE ANY REQUIRED
<br /> 11. BACKFILL EXCAVATIONS IN COMPLIANCE WITH PROJECT SPECIFICATIONS.
<br /> WATER FOR THE WASHING OF TIRES. DIRT TRACKED ONTO THE PUBLIC RIGHT-OF-WAY SHALL BE REMOVED IMMEDIATELY BY THE 12. REPLACE STOCKPILED TOPSOIL AND SEED DISTURBED AREAS. a Q j ai
<br /> CONTRACTOR. 13. TEST PUMP CONTROL PANEL IN THE PRESENCE OF A LICENSED ENGINEER. , 3
<br /> 7. ALL EROSION AND SILTATION MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN GRADING. 14. AFTER THE SITE IS STABILIZED AND WHEN DIRECTED BY THE ENGINEER, REMOVE ALL TEMPORARY EROSION AND SEDIMENT Slopes steeper than 3:1 7 days If slopes are 10' or less in length and are � � c M
<br /> 8. ALL DISTURBED AREAS NOT PAVED ARE TO BE MULCHED AND SEEDED PER THE NPDES SCHEDULE AFTER BACKFILL. NO MORE CONTROL MEASURES AND INSTALL PERMANENT VEGETATION. not steeper than 2:1, 14 days are allowed. E .2 a
<br /> THAN FIVE HUNDRED FEET OF TRENCH IS TO BE OPEN AT ONE TIME. r
<br /> 9. ALL TEMPORARY EARTH BERMS, DIVERSIONS, AND SILT DAMS ARE TO BE MULCHED AND SEEDED FOR VEGETATIVE COVER 54 0 m v
<br /> IMMEDIATELY AFTER GRADING. STRAW OR HAY MULCH IS REQUIRED. THE SAME APPLIES TO STOCKPILES ON SITE AS WELL AS i rn n ^•
<br /> SOIL (INTENTIONALLY) TRANSPORTED FROM THE PROJECT SITE, EROSION CONTROL NARRATIVE O Slopes 3:1 or flatter 14 days 7 clays for slopes greater than 50' In length.
<br /> 10. ALL UTILITY TRENCHES ARE TO BE COMPACTED, SEEDED AND MULCHED IMMEDIATELY AFTER BACKFILL.
<br /> 11. DURING CONSTRUCTION, ALL STORM SEWER INLETS SHALL BE PROTECTED BY INLET PROTECTION PRACTICES, MAINTAINED AND PROJECT DESCRIPTION 25
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<br /> MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS, CONSTRUCTION OF A 2" SCHEDULE 40 PVC FORCEMAIN, SEPTIC DRAINAGE SYSTEM, SEPTIC TANK PUMP AND CONTROL,
<br /> 12, ANY DISTURBED AREA NOT PAVED, SODDED, DR BUILT UPON, IS TO BE SEEDED PER THE TEMPORARY AND PERMANENT SEEDING •• tap `� ti a
<br /> All other areas with slopes flatter than 4:1 14 days None, except far perimeters and HQW Zones.
<br /> SCHEDULE INCLUDED IN THESE DRAWINGS. MODIFY AS APPLICABLE DEPENDING ON PROPOSED TIME OF CONSTRUCTION. EXISTING CONDITIONS O r „
<br /> 13, CONTRACTOR STAGING AREAS) SHALL BE RETURNED TO BETTER THAN ORIGINAL CONDITIONS AT THE COMPLETION OF THE THE EXISTING SITE IS PRIMARILY COMPOSED OF PASTURESIGRASSED AREAS WITH SPARSE WOODED AREAS. L�, r o 6
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<br /> 14. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING ALL EROSION CONTROL MEASURES. ALL DISTURBED DEVELOPMENT IMPACTS v x - ,q a
<br /> AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND THE DEVELOPMENT IMPACTS TO THE TOPOGRAPHY, SOILS, HYDROLOGY, AND GEOLOGY WILL BE MINOR. s
<br /> DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. w E
<br /> 15. A PRE-CONSTRUCTION MEETING IS REQUIRED PRIOR TO ISSUANCE OF A LAND DISTURBANCE PERMIT. THE CONTRACTOR SHALL ADJACENT PROPERTIES c ; i
<br /> SCHEDULE THE MEETING WITH THE JOHNSTON COUNTY INSPECTOR ASSIGNED TO THE PROJECT. THE SUBJECT PROPERTY IS BORDERED ON THE NORTH AND WEST BY NON-SUBDIVIDED COMMERCIAL PARCELS, TO THE w r
<br /> 16. ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED NORTHWEST BY WALNUT GROVE CHURCH ROAD, AND TO THE SOUTH BY A NON-SUBDIVIDED PARCEL WITH A SINGLE-FAMILY r �'
<br /> ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL RESIDENCE.
<br /> MANUAL AN THE NORTH CAROLINA SEDIMENTATION POLLUTION CONTROL ACT OF 1973,
<br /> 17. ALL DISTURBED AREAS NOT BUILT UPON OR LANDSCAPED SHALL BE SEEDED IN ACCORDANCE WITH THE NEW STABILIZATION SOILS GENERAL CONSTRUCTION AND GEOTECHNICAL NOTES
<br /> TIME FRAMES AND NOTE BELOW, AND SHALL RECEIVE PERMANENT GROUND COVER IN ACCORDANCE WITH NOTE BELOW. SOILS THROUGHOUT THE PROJECT AREA INCLUDE HERNDON SILT LOAM, 2%-6%SLOPES AND ORANGE SILT LOAM, 0%-3% SLOPES,
<br /> 18. PROVIDE A GROUND COVER (TEMPORARY OR PERMANENT) ON EXPOSED SLOPES WITHIN 15 CALENDAR DAYS FOLLOWING HYDROLOGIC SOIL GROUPS INCLUDE B (77.9%) D (22.1%), ENGINEERED FILL.
<br /> COMPLETION OF ANY PHASE OF GRADING; AND, A PERMANENT GROUNDCOVER FOR ALL DISTURBED AREAS WITHIN 15 WORKING 4iio
<br /> DAYS OR 60 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT. CRITICAL EROSION AREAS 1. ALL CONTROLLED FILL ZONES ARE TO BE MONITORED BY A FULL TIME GEOTECHNICAL ENGINEERING SERVICES FIRM.
<br /> G.S.113A-57(2); G.S. 113-57(3); 15A NCAC 048 0107(B). SEE STABILIZATION TIME TABLES THIS SHEET. 1. CARE MUST BE TAKEN TO PREVENT SEDIMENT FROM BEING TRACKED ONTO ADJACENT ROADWAYS. 2. ENGINEERED FILLS SHALL BE PROPERLY PLACED ACCORDING TO THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER.
<br /> 2. CARE MUST BETAKEN TO PREVENT SEDIMENTATION EXITING THE PROJECT SITE AREA. 3. ALL SUMMARY REPORTS FROM THE GEOTECHNICAL ENGINEER REPRESENTING THE PROJECT MUST STATE HIS PROFESSIONAL
<br /> CARE MUST BE TAKEN TO PREVENT SEDIMENTATION FROM DEPOSITING INTO THE EXISTING STREAM. OPINION ON THE SATISFACTORILY COMPLETED PHASES OF CONSTRUCTION SUCH AS; SLOPE CUTS, SUBDRAINAGE SYSTEMS,
<br /> PREPARATION OF SUBGRADES AND COMPACTION OF EARTH FILLS.
<br /> STOCKPILING 4. NO FILLS SHALL HAVE ZONES THAT EXCEED TWO (2) FEET IN ELEVATION WITHOUT CONDUCTING COMPACTION TEST AND OBTAINING
<br /> SOME TOPSOIL STOCKPILING IS ANTICIPATED ON-SITE, AND THE PROPOSED LIMITS OF STOCKPILING ARE SHOWN ON THE RESULTS OF 95°/° OR GREATER,
<br /> CONSTRUCTION DRAWINGS, 5. THE GEOTECHNICAL ENGINEER MUST SUBMIT A DETAILED ANALYSIS, ITEMIZING THE FIELD DENSITY TEST RESULTS. THIS REPORT
<br /> GENERAL NOTES STRUCTURAL PRACTICES SHALL BE ACCOMPANIED WITH A COPY OF THE SITE PLAN SHEET AND INDICATE THE TEST LOCATIONS AND ELEVATIONS. THE 1, THE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS FOR THIS PROJECT FROM THE LOCAL AND STATE AGENCIES, CONSTRUCTION ENTRANCE GEOTECHNICAL ENGINEER MUST PROVIDE ENOUGH DESIGNATED TESTING IN ALL FILL ZONES TO ADEQUATELY EXAMINE AND
<br /> 2. ANY PERMITS WHICH MUST BE OBTAINED SHALL BE THE CONTRACTOR'S RESPONSIBILITY AND AT His EXPENSE. THE CONTRACTOR SILT FENCE CERTIFY THE INTEGRITY OF THE FILL.
<br /> SHALL BE RESPONSIBLE FOR ABIDING BY ALL CONDITIONS AND REQUIREMENTS OF THE PERMITS. SILT FENCE OUTLET 6, THE GEOTECHNICAL ENGINEER MUST SUBMIT A CERTIFIED BUILDING PAD REPORT FOR EACH FILL PAD LOCATION. THIS REPORT 3. THE LOCATION OF EXISTING SEWER, WATER OR GAS LINES, CONDUITS OR OTHER STRUCTURES ACROSS, UNDERNEATH, OR TEMPORARY DIVERSION BERMS SHALL PROFILE THE FILL MATERIAL PLACEMENT AND PROVIDE THE COMPACTION TEST RESULTS. ALL REPORTS WILL BE W
<br /> OTHERWISE ALONG THE LINE OF PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS, AND IF SHOWN ARE ONLY PERMANENT DIVERSION BERM ACCOMPANIED BY THE SITE PLAN, INDICATING THE TEST LOCATIONS AND ELEVATIONS,
<br /> APPROXIMATE, CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON THE PLANS TEMP. SEDIMENT DITCH SEDIMENT TRAPS 7. NO BUILDING PADS IN FILL ZONES WILL HAVE STRATUMS EXCEEDING TWO (2) FEET IN ELEVATION WITHOUT TEST VERIFYING
<br /> IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS CULVERT OUTLET PROTECTION DENSITY.
<br /> DIFFERENT FROM THAT SHOWN ON THE PLANS, IF THERE APPEARS TO BE A CONFLICT, OR UPON DISCOVERY OF ANY UTILITY NOT CULVERT INLET PROTECTION 8. THESE GEOTECHNICAL NOTES SHALL IN NO WAY LESSEN THE REQUIREMENTS OF THE SUBMITTED SOILS REPORT.
<br /> SHOWN ON THE PLANS. FOR ASSISTANCE IN LOCATING EXISTING UTILITIES CALL "NC ONE CALL", DIAL 811, TEMPORARY WATTLE DAMS ROAD SUBGRADE
<br /> 4. ALL WATER AND SEWER CONSTRUCTION AND MATERIALS SHALL CONFORM WITH THE LATEST STANDARDS AND SPECIFICATIONS ROCK CHECK DAMS
<br /> OF THE ORANGE COUNTY DEPARTMENT OF PUBLIC UTILITIES.5. WHERE PAVEMENT IS BEING REMOVED, THE CONTRACTOR SHALL REMOVE AGGREGATE BASE MATERIAL TO SUB-GRADE. 1. INSPECTION AND APPROVAL OF THE SUBGRADE WILL BE REQUIRED PRIOR TO THE PLACEMENT OF THE APPROVED PAVEMENT Uj 6, DAMAGE TO UTILITIES (INCLUDING UNDERGROUND) OR PROPERTY OF OTHERS BY CONTRACTOR DURING CONSTRUCTION SHALL VEGETATIVE PRACTICES SECTION MATERIAL,
<br /> BE REPAIRED TO PRE-CONSTRUCTION CONDITIONS BY CONTRACTOR AT NO COST TO OWNER OR ENGINEER. TOPSOILING 2. ANY CLAY DEPOSITS IN THE TOP TWO FEET OF THE SUBGRADE MUST BE REMOVED OR ADDRESSED AS RECOMMENDED BY THE
<br /> 7. EXISTING PAVEMENT AN❑ OTHER SURFACES DISTURBED BY CONTRACTOR (WHICH ARE NOT TO BE REMOVED) SHALL BE REPAIRED TEMPORARY SEEDING GEOTECHNICAL ENGINEER, Cn
<br /> TO LIKE-NEW CONDITION. PERMANENT SEEDING 3, SUBGRADE APPROVAL SHALL BE ACCOMPANIED BY THE SUPPORTING DOCUMENTATION VERIFYING DENSITY TEST RESULTS OF 95°Io
<br /> 8. THE CONTRACTOR IS REQUIRED TO MAINTAIN ALL DITCHES, PIPES, AND OTHER STRUCTURES FREE FROM OBSTRUCTION UNTIL MULCHING OR GREATER,
<br /> WORK IS ACCEPTED BY THE OWNER. ROLLED EROSION CONTROL PRODUCTS/MATTING (RECP) 4. THE ENTIRE SUBGRADE WILL HAVE BEEN PROOFROLLED IN THE PRESENCE OF THE SITE INSPECTOR AND GEOTECHNICAL Q
<br /> 9. THE CONTRACTOR SHALL NOTIFY THE ALL APPLICABLE REGULATORY AGENCIES AND THE ENGINEER AT LEAST 24 HOURS PRIOR TO REPRESENTATIVE. PROOFROLLING SHALL BE A RUBBER TIRE VEHICLE SUCH AS A LOADED TEN (10) TON TRUCK OF APPROVED z
<br /> STARTING WORK ON THIS PROJECT. MANAGEMENT STRATEGIES COMPACTION EQUIPMENT. J5. THE FINAL SUBGRADE SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER AND SITE INSPECTOR BEFORE PLACEMENT OF Q 10. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE, CLASS Ill. 1, CONSTRUCTION WILL BE SEQUENCED SO THAT GRADING OPERATIONS CAN BEGIN AND END AS QUICKLY AS POSSIBLE.
<br /> 11. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION 2. SEDIMENT TRAPPING MEASURES WILL BE INSTALLED AS A FIRST STEP IN GRADING. PAVEMENT SECTION MATERIALS. Uj
<br /> INDUSTRY (29 CFR PART 1926). 3. THE JOB SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND ' <
<br /> 12. VERIFY THE PROPOSED LAYOUT WITH ITS RELATIONSHIP TO THE EXISTING CONDITIONS. CONTRACTOR SHALL VERIFY INVERT SEDIMENT CONTROL PRACTICES.
<br /> ELEVATIONS OF EXISTING SEPTIC INFLUENT PRIOR TO INSTALLING PUMP OR FLOATS. VERIFY ALL DIMENSIONS, SITE CONDITIONS, 4. AFTER ACHIEVING ADEQUATE STABILIZATION AND UPON APPROVAL FROM THE ORANGE COUNTY INSPECTOR, THE TEMPORARY 0 � _
<br /> AND MATERIAL SPECIFICATIONS AND NOTIFY THE OWNER AND ENGINEER OF ANY ERRORS, OMISSIONS, OR DISCREPANCIES E&S CONTROLS WILL BE CLEANED UP AND REMOVED. �
<br /> BEFORE COMMENCING OR PROCEEDING WITH WORK,
<br /> 13, DEVIATIONS FROM, OR CHANGES TO THESE PLANS WILL NOT BE ALLOWED WITHOUT APPROVAL FROM THE ENGINEER. PERMANENT STABILIZATION 17 Q
<br /> 14. PROPERLY SECURE THE CONSTRUCTION AREA AT ALL TIMES AGAINST UNAUTHORIZED ENTRY AND ADEQUATELY PROTECT THE DISTURBED AREAS WILL BE PERMANENTLY STABILIZED THROUGH THE USE OF PERMANENT SEEDING AND IMPERVIOUS J z
<br /> EQUIPMENT, MATERIALS, AND COMPLETED WORK FROM THEFT AND VANDALISM. THE OWNER IS NOT RESPONSIBLE FOR THE LOSS SURFACES. _
<br /> OF ANY MATERIAL STORED AT THE SITE.
<br /> 15, TRAFFIC CONTROL AND SAFETY IS THE RESPONSIBILITY OF THE CONTRACTOR. MANAGEMENT STRATEGIES
<br /> 1, THE SILT FENCE BARRIER WILL BE CHECKED REGULARLY FOR UNDERMINING OR DETERIORATION OF THE FABRIC. SEDIMENT
<br /> SHALL BE REMOVED WHEN THE LEVEL OF SEDIMENT DEPOSITION REACHES 113 THE WAY TO THE TOP OF THE BARRIER. rn z 0 0
<br /> 2. SEDIMENT TRAPS SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NEEDED. SEDIMENT SHALL BE REMOVED AND V cc
<br /> THE TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE HALF THE DESIGN DEPTH w a 0
<br /> OF THE TRAP. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH A MANNER THAT IT WILL NOT 03
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<br /> MAINTENANCE REVISIONS
<br /> 1. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CHECKED FOR DAMAGE,
<br /> STABILITY AND OPERATION FOLLOWING EVERY RAINFALL EVENT PRODUCING 1/2 INCH OR
<br /> MORE OF RUNOFF AND AT LEAST ONCE EVERY WEEK. ANY NEEDED REPAIRS SHALL BE
<br /> MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. MAINTENANCE
<br /> SPECIFIED IN STRUCTURE CONSTRUCTION SPECIFICATIONS SHALL BE PERFORMED.
<br /> RECORDS OF THESE INSPECTIONS ARE TO BE MAINTAINED AND MADE AVAILABLE FOR
<br /> INSPECTION BY NCDEQ, THE OWNER, AND ENGINEER ON SITE AT ALL TIMES.
<br /> 2. DISTURBED AREAS LEFT INACTIVE BETWEEN PERIODS OF GRADING ACTIVITY SHALL BE
<br /> TEMPORARILY SEEDED WITHIN 14 WORKING DAYS, PER NCG01 SECTION 116 (2),
<br /> 3. PERMANENT GROUND COVER VEGETATION SHALL BE SHALL BE APPLIED TO ALL AREAS
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<br /> WITH TEMPORARY VEGETATION AND ALL UNCOVERED DISTURBED AREAS WITHIN 14
<br /> WORKING DAYS OR 90 CALENDAR DAYS, WHICHEVER IS SHORTER, AFTER COMPLETION
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<br /> OF GRADING.
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<br /> 3. PERMANENT GROUND COVER VEGETATION SHALL BE SHALL BE APPLIED TO ALL AREAS
<br /> WITH TEMPORARY VEGETATION AND ALL UNCOVERED DISTURBED AREAS BEFORE THE DESIGNED BY:
<br /> CONCLUSION OF THE PROJECT, CTC, Jr.
<br /> 4. ALL SEEDED AREAS WHERE VEGETATION IS DAMAGED OR COVER IS NOT ADEQUATE
<br /> SHALL BE PREPARED AN RESEEDED AS NECESSARY TO PRODUCE A VIGOROUS, DENSE ���{1t I I�rl��I DRAWN 8Y:
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<br /> 6J CHECKED BY:
<br /> aVEGETATIVE COVER, �>>pp'T H Oq�q LAB5. RECORD DAILY RAINFALL AMOUNTS AND MAINTAIN IN AN ONSITE LOG. SRG
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<br /> z DATE:
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<br /> C,ANC�� �'
<br /> 8.18.2020
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<br /> �� PROJECT NUMBER:
<br /> R00592-225N2
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