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DocuSign Envelope ID:07A4359F-6D47-4987-B1F1-BF667ACBB3BA
<br /> GENERAL NOTES
<br /> EROSION CONTROL NOTES CONSTRUCTION SEQUENCE
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<br /> 1. DIMENSIONS AND RADII ARE TO FACE OF CURB, WHERE APPLICABLE, UNLESS OTHERWISE INDICATED. ;=O,QP
<br /> 2. DIMENSIONS AT BUILDING ARE TO OUTSIDE FACE, UNLESS OTHERWISE INDICATED.
<br /> 1. THE CONTRACTOR SHALL INSTALL ALL EROSION AND SEDIMENT CONTROL DEVICES AS REQUIRED DURING CONSTRUCTION IN 1. INSTALL PERIMETER E&S AND TRAFFIC CONTROL FEATURES AS NECESSARY. 3. THE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS FOR THIS PROJECT FROM THE LOCAL AND STATE AGENCIES. _ SEAL
<br /> ACCORDANCE WITH THE CURRENT EDITION OF THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL MANUAL. ALL DEVICES 2. EUBANKS: INSTALL PERIMETER DIVERSION BERM AND SLOPE DRAINS 4. ANY PERMITS WHICH MUST BE OBTAINED SHALL BE THE CONTRACTOR'S RESPONSIBILITY AND AT HIS EXPENSE. THE = 028909 =
<br /> REFERRED TO IN THESE PLANS CAN BE FOUND IN THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL MANUAL. 3. WALNUT GROVE: INSTALL SUBSURFACE DRAINAGE AND STORMWATER INFRASTRUCTURE. CONTRACTOR SHALL BE RESPONSIBLE FOR ABIDING BY ALL CONDITIONS AND REQUIREMENTS OF THE PERMITS. '
<br /> 2. ALL DISTURBED AREAS SHALL BE PERMANENTLY SEEDED AND MULCHED PER THE NPDES SCHEDULE AFTER REACHING FINAL 4. WALNUT GROVE: INSTALL CONCRETE PAD(S)AND CONCRETE STAIRS 5. ALL PAVING MATERIALS AND DRAINAGE STRUCTURES SHALL BE BUILT AND INSTALLED IN ACCORDANCE WITH NORTH CAROLINA ,FN
<br /> GRADE. AREAS WHICH HAVE BEEN DISTURBED AND HAVE NOT REACHED FINAL GRADE, BUT WHICH ARE TO REMAIN 5. BOTH SITES: EXCAVATE EXISTING GRAVEL/SOIL PAVEMENT AREAS AS NECESSARY DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS. -.,��,9� ,. �0���•
<br /> UNDISTURBED FOR LONGER THAN 14 DAYS ARE TO BE TEMPORARILY SEEDED AND MULCHED PER THE NPDES SCHEDULE. AS 6. INSTALL NEW GRAVEL PAVEMENT S CL P�
<br /> 6. THE LOCATION OF EXISTING SEWER, WATER OR GAS LINES, CONDUITS OR OTHER STRUCTURES ACROSS, UNDERNEATH, OR ������„�
<br /> UPSTREAM AREAS ARE STABILIZED WITH PERMANENT GROUND COVER, DOWNSTREAM TEMPORARY DEVICES ARE TO BE 7. STABLIZE SITE WITH SEEDING/MULCHING AND OTHER MEANS AS NECESSARY. OTHERWISE ALONG THE LINE OF PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS, AND IF SHOWN ARE ONLY
<br /> REMOVED. CONTRACTOR SHALL FOLLOW THE STABILIZATION TIME TABLE INCLUDED IN THIS SET OF DRAWINGS. APPROXIMATE. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON THE PLANS
<br /> 3. THE CONTRACTOR SHALL INSTALL AND MAINTAIN MEASURES AS NECESSARY TO PREVENT SEDIMENT LEAVING THE PERMITTED IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS
<br /> WORK AREA AT ALL TIMES. DIFFERENT FROM THAT SHOWN ON THE PLANS, IF THERE APPEARS TO BE A CONFLICT, OR UPON DISCOVERY OF ANY UTILITY
<br /> 4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PERIODICALLY INSPECT ALL SEDIMENT AND EROSION CONTROL DEVICES AND NOT SHOWN ON THE PLANS. FOR ASSISTANCE IN LOCATING EXISTING UTILITIES CALL "NC ONE CALL", DIAL 811. Z o
<br /> ENSURE THAT THEY ARE IN GOOD WORKING ORDER. AT A MINIMUM, ALL DEVICES SHALL BE INSPECTED WEEKLY AND AFTER 7. ALL WATER AND SEWER CONSTRUCTION AND MATERIALS SHALL CONFORM WITH THE LATEST STANDARDS AND SPECIFICATIONSQD
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<br /> MAJOR RAINFALL EVENTS GREATER THAN 1 INCH. ANY DEVICE NEEDING REPAIRS SHALL BE REPAIRED WITHIN 24 HOURS. OF THE TOWN OF SANFORD DEPARTMENT OF PUBLIC UTILITIES. o m
<br /> TWELVE MONTHS OF COMPLETE INSPECTION FORMS SHALL BE KEPT ON-SITE AND AVAILABLE FOR INSPECTION AT ALL TIMES. IT 8. WHERE PAVEMENT IS BEING REMOVED, THE CONTRACTOR SHALL REMOVE AGGREGATE BASE MATERIAL TO SUB-GRADE. r, Ln
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<br /> IS RECOMMENDED A COPY BE KEPT IN PERMITS BOX. 9. DAMAGE TO UTILITIES (INCLUDING UNDERGROUND) OR PROPERTY OF OTHERS BY CONTRACTOR DURING CONSTRUCTION SHALL w
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<br /> 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION AND SEDIMENT CONTROL DEVICES IF DURING THE COURSE OF BE REPAIRED TO PRE-CONSTRUCTION CONDITIONS BY CONTRACTOR AT NO COST TO OWNER. w Q)
<br /> CONSTRUCTION THE ENGINEER OR NC DEQ INSPECTOR DETERMINES THAT THEY ARE REQUIRED. 10. EXISTING PAVEMENT AND OTHER SURFACES DISTURBED BY CONTRACTOR (WHICH ARE NOT TO BE REMOVED) SHALL BELn
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<br /> 6. SILT SHALL BE REMOVED FROM SILT FENCES WHEN THE SILT REACHES APPROXIMATELY ONE-THIRD THE HEIGHT OF THE REPAIRED TO LIKE-NEW CONDITION. E
<br /> BARRIER. 11. THE CONTRACTOR IS REQUIRED TO MAINTAIN ALL DITCHES, PIPES, AND OTHER DRAINAGE STRUCTURES FREE FROM "
<br /> 7. THE CONTRACTOR SHALL PERIODICALLY TOP DRESS THE CONSTRUCTION ENTRANCE WITH CLEAN STONE. IF THE OBSTRUCTION UNTIL WORK IS ACCEPTED BY THE OWNER. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGES CAUSED BY w -z
<br /> CONSTRUCTION ENTRANCE FAILS TO REMOVE DIRT FROM THE TIRES OF VEHICLES ENTERING A PUBLIC RIGHT-OF-WAY A WASH FAILURE TO MAINTAIN DRAINAGE STRUCTURES IN OPERABLE CONDITION. u
<br /> RACK SHALL BE INSTALLED AND THE TIRES WASHED. THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE ANY REQUIRED 12. THE OWNER SHALL HAVE A SET OF APPROVED PLANS AVAILABLE AT THE SITE AT ALL TIMES WHEN WORK IS BEING PERFORMED.
<br /> WATER FOR THE WASHING OF TIRES. DIRT TRACKED ONTO THE PUBLIC RIGHT-OF-WAY SHALL BE REMOVED IMMEDIATELY BY THE A DESIGNATED RESPONSIBLE EMPLOYEE SHALL BE AVAILABLE FOR CONTACT BY INSPECTORS. [�
<br /> CONTRACTOR. 13. PARKING SPACES SHALL BE DELINEATED BY FOUR INCH WIDE WHITE TRAFFIC PAINT.
<br /> 8. ALL EROSION AND SILTATION MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN GRADING. 14. LANDSCAPING AND SITE IMPROVEMENTS WILL BE INSTALLED AND MAINTAINED SO AS NOT TO INTERFERE WITH SIGHT DISTANCE
<br /> 9. ALL STORM AND SANITARY SEWER LINES NOT IN STREETS ARE TO BE MULCHED AND SEEDED PER THE NPDES SCHEDULE AFTER NEEDS OF DRIVERS WITHIN THE PARKING AREA AND AT ENTRANCE/EXIT LOCATIONS.
<br /> BACKFILL. NO MORE THAN FIVE HUNDRED FEET OF TRENCH IS TO BE OPEN AT ONE TIME. 15. THE CONTRACTOR SHALL NOTIFY THE ALL APPLICABLE REGULATORY AGENCIES AND THE ENGINEER AT LEAST 24 HOURS PRIOR
<br /> 10. ALL TEMPORARY EARTH BERMS, DIVERSIONS, AND SILT DAMS ARE TO BE MULCHED AND SEEDED FOR VEGETATIVE COVER TO STARTING WORK ON THIS PROJECT.
<br /> IMMEDIATELY AFTER GRADING. STRAW OR HAY MULCH IS REQUIRED. THE SAME APPLIES TO STOCKPILES ON SITE AS WELL AS 16. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION
<br /> SOIL (INTENTIONALLY) TRANSPORTED FROM THE PROJECT SITE. INDUSTRY (29 CFR PART 1926).
<br /> 11. ELECTRIC POWER, TELEPHONE, GAS SUPPLY, AND OTHER UTILITY TRENCHES ARE TO BE COMPACTED, SEEDED AND MULCHED 17. VERIFY THE PROPOSED LAYOUT WITH ITS RELATIONSHIP TO THE EXISTING SITE SURVEY. ALSO VERIFY ALL DIMENSIONS, SITE
<br /> IMMEDIATELY AFTER BACKFILL. CONDITIONS, AND MATERIAL SPECIFICATIONS AND NOTIFY THE OWNER AND ENGINEER OF ANY ERRORS, OMISSIONS, OR
<br /> 12. DURING CONSTRUCTION, ALL STORM SEWER INLETS SHALL BE PROTECTED BY INLET PROTECTION PRACTICES, MAINTAINED AND DISCREPANCIES BEFORE COMMENCING OR PROCEEDING WITH WORK.
<br /> MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS. 18. DEVIATIONS FROM, OR CHANGES TO THESE PLANS WILL NOT BE ALLOWED.
<br /> 13. ANY DISTURBED AREA NOT PAVED, SODDED, OR BUILT UPON, IS TO BE SEEDED PER THE TEMPORARY AND PERMANENT SEEDING 19. MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UTILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT
<br /> SCHEDULE INCLUDED IN THESE DRAWINGS. MODIFY AS APPLICABLE DEPENDING ON PROPOSED TIME OF CONSTRUCTION. REVISIONS TO THE PLANS IF NECESSARY. THE EXISTENCE AND/OR LOCATION OF UTILITIES SHOWN ON THESE PLANS MAY BE
<br /> 14. ALL DISTURBED GRASSES SHOULD BE SEEDED WITH COMMON BERMUDA OVERSEEDED WITH ANNUAL RYE. ONLY APPROXIMATELY CORRECT. TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN HEREON AND ANY
<br /> 15. CONTRACTOR STAGING AREA(S) SHALL BE RETURNED TO BETTER THAN ORIGINAL CONDITIONS AT THE COMPLETION OF THE OTHER EXISTING UTILITIES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. REPAIR AT YOUR OWN EXPENSE, ANY EXISTING
<br /> WORK. UTILITIES DAMAGED DURING CONSTRUCTION. IF A UTILITY IS DAMAGED DURING CONSTRUCTION, STOP WORK IMMEDIATELY AND
<br /> 16. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING ALL EROSION CONTROL MEASURES. ALL DISTURBED NOTIFY THE ENGINEER.
<br /> AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND
<br /> DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 00s.6'
<br /> 17. A PRE-CONSTRUCTION MEETING IS REQUIRED PRIOR TO ISSUANCE OF A LAND DISTURBANCE PERMIT. THE CONTRACTOR SHALL GENERAL UTILITY NOTES
<br /> SCHEDULE THE MEETING WITH THE NC STATE INSPECTOR ASSIGNED TO THE PROJECT.
<br /> 18. ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED 1. FIRE HYDRANT VALVE AND ALL VALVE BOXES SHALL HAVE CONCRETE DONUT INSTALLED AT GRADE.
<br /> ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL 2. THE ENGINEER MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE
<br /> MANUAL AND THE NORTH CAROLINA SEDIMENTATION POLLUTION CONTROL ACT OF 1973. AREA; EITHER IN SERVICE OR ABANDONED. THE ENGINEER FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES
<br /> 19. AS A CONDITION OF NPDES PERMIT NO. NCG 010000, PERMANENT GROUNDCOVER SHOULD BE PROVIDED FOR ALL DISTURBED ARE IN THE EXACT LOCATION AS INDICATED. ALTHOUGH, HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS
<br /> AREAS WITHIN 14 CALENDAR DAYS OF TEMPORARILY OR PERMANENTLY SUSPENDING THE LAND DISTURBING ACTIVITY. POSSIBLE FROM THE INFORMATION AVAILABLE.
<br /> 3. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO CONSTRUCTION SO THAT CONTRACTOR IS FAMILIAR AND UNDERSTANDS
<br /> EXISTING CONDITIONS.
<br /> EROSION CONTROL NARRATIVE 4. FIELD CHANGES MAY BE NECESSARY DUE TO EXISTING UTILITY LOCATIONS. THE ENGINEER SHALL BE CONTACTED BEFORE Ir
<br /> MAKING THESE CHANGES.
<br /> 5. WATER LINE TO BE INSTALLED A MINIMUM OF 3 FEET BELOW GRADE. Q
<br /> 6. WATER MAINS SHALL BE LAID AT LEAST 10 FEET LATERALLY FROM EXISTING OR PROPOSED SEWERS UNLESS LOCAL 0-
<br /> PROJECT DESCRIPTION CONDITIONS OR BARRIERS PREVENT A 10-FOOT LATERAL SEPARATION, IN WHICH CASE A VERTICAL SEPARATION OF AT LEAST w
<br /> CONSTRUCTION OF A SELF STORAGE FACILITY AND ASSOCIATED INFRASTRUCTURE. 18" SHALL BE MAINTAINED BY EITHER LAYING THE WATER MAIN IN A SEPARATE TRENCH WITH THE BOTTOM AT LEAST 18"ABOVE
<br /> THE SEWER OR LAYING THE WATER MAIN ON A BENCH IN THE SAME TRENCH AT LEAST 18" ABOVE THE SEWER.
<br /> EXISTING CONDITIONS GENERAL CONSTRUCTION AND GEOTECHNICAL NOTES 7. WHERE A WATER MAIN CROSSES OVER A SEWER, MAINTAIN AT LEAST 18" VERTICAL SEPARATION BETWEEN THE PIPES. IF AN 18" LLJ
<br /> THE EXISTING SITE IS MAINLY WOODED WITH A GAS MAIN RUNNING ALONG THE EASTERN EDGE. DRAINAGE FLOWS TO THE VERTICAL SEPARATION IS NOT POSSIBLE, BOTH THE WATER MAIN AND SEWER SHALL BE CONSTRUCTED OF FERROUS G
<br /> SOUTHEASTERN CORNER.. ENGINEERED FILL MATERIALS (DIP)AND WITH JOINTS THAT ARE EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10 FT ON EACH
<br /> SIDE OF THE POINT OF CROSSING. Q
<br /> DEVELOPMENT IMPACTS 1. ALL CONTROLLED FILL ZONES ARE TO BE MONITORED BY A FULL TIME GEOTECHNICAL ENGINEERING SERVICES FIRM. 8. WHERE A WATER MAIN CROSSES UNDER A SEWER, MAINTAIN AT LEAST 18" VERTICAL SEPARATION BETWEEN THE PIPES. BOTH z
<br /> THE DEVELOPMENT IMPACTS TO THE TOPOGRAPHY WILL BE MINIMAL. 2. ENGINEERED FILLS SHALL BE PROPERLY PLACED ACCORDING TO THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. THE WATER MAIN AND SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS (DIP)AND WITH JOINTS THAT ARE
<br /> 3. ALL SUMMARY REPORTS FROM THE GEOTECHNICAL ENGINEER REPRESENTING THE PROJECT MUST STATE HIS PROFESSIONAL EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10 FT ON EACH SIDE OF THE POINT OF CROSSING. A SECTION OF
<br /> SOILS OPINION ON THE SATISFACTORILY COMPLETED PHASES OF CONSTRUCTION SUCH AS; SLOPE CUTS, SUBDRAINAGE SYSTEMS, WATER PIPE SHALL BE CENTERED AT THE POINT OF CROSSING.
<br /> THE SITE IS HYDROLOGIC SOIL GROUP D. PREPARATION OF SUBGRADES AND COMPACTION OF EARTH FILLS. 0
<br /> CRITICAL EROSION AREAS 4. NO FILLS SHALL HAVE ZONES THAT EXCEED TWO (2) FEET IN ELEVATION WITHOUT CONDUCTING COMPACTION TEST AND w
<br /> 1. CARE MUST BETAKEN TO PREVENT SEDIMENT FROM BEING TRACKED ONTO ADJACENT ROADWAYS. OBTAINING RESULTS OF 95% OR GREATER. PERMANENT SEEDING SCHEDULE FOR GRASS-LINED CHANNELS
<br /> 5. THE GEOTECHNICAL ENGINEER MUST SUBMIT A DETAILED ANALYSIS, ITEMIZING THE FIELD DENSITY TEST RESULTS. THIS PERMANENT SEEDING SCHEDULE FOR AREAS OTHER THAN
<br /> 2. CARE MUST BE TAKEN TO PREVENT SEDIMENT EXITING THE PROJECT SITE AREA. REPORT SHALL BE ACCOMPANIED WITH A COPY OF THE SITE PLAN SHEET AND INDICATE THE TEST LOCATIONS AND ELEVATIONS. CHANNELS DATES SPECIES RATE (LB/ACRE)
<br /> 3. CARE MUST BETAKEN TO PREVENT SEDIMENT FROM ENTERING ANY STREAM, DITCH, OR DRAINAGE WAY ON OR ADJACENT TO THE REPORT
<br /> SHALL AL ENGINEER MUST PROVIDE ENOUGH DESIGNATED TESTING IN ALL FILL ZONES TO ADEQUATELY EXAMINE *THIS PLANTING SCHEDULE IS ONLY FOR AREAS NOT DETAILED ON BEST Q
<br /> THE SITE. AND CERTIFY THE INTEGRITY OF THE FILL. PLANTING PLAN -SEE PLANTING PLAN FOR SEEDING DETAIL AND GROUND AUG 15-OCT 31 TALL FESCUE 200
<br /> 6. THE GEOTECHNICAL ENGINEER MUST SUBMIT A CERTIFIED BUILDING PAD REPORT FOR EACH FILL PAD LOCATION. THIS REPORT COVER. POSSIBLE 30,
<br /> STOCKPILING SHALL PROFILE THE FILL MATERIAL PLACEMENT AND PROVIDE THE COMPACTION TEST RESULTS. ALL REPORTS WILL BE FEB 1 -APR 15
<br /> SOME TOPSOIL STOCKPILING IS ANTICIPATED ON-SITE. SPECIES RATE (LB/ACRE) 0
<br /> ACCOMPANIED BY THE SITE PLAN, INDICATING THE TEST LOCATIONS AND ELEVATIONS. 3:1 AND STEEPER SLOPES SLOPES NURSE PLANTS J
<br /> STRUCTURAL PRACTICES 7. NO BUILDING PADS IN FILL ZONES WILL HAVE STRATUMS EXCEEDING TWO (2) FEET IN ELEVATION WITHOUT TEST VERIFYING FLATTER THAN 3:1 PRIOR TO MAY 1 OR AFTER AUG 15, ADD 40 LB/ACRE RYE (GRAIN). O
<br /> CONSTRUCTION ENTRANCE DENSITY. TALL FESCUE 100 80
<br /> SILT FENCE 8. THESE GEOTECHNICAL NOTES SHALL IN NO WAY LESSEN THE REQUIREMENTS OF THE SUBMITTED SOILS REPORT. PARTRIDGE PEA 10 10 SOIL AMENDMENTS U)
<br /> PENSACOLA BAHIAGRASS 25 NONE FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 4,000 LB/ACRE GROUND
<br /> SEDIMENT BASIN ROAD SUBGRADE AGRICULTURAL LIMESTONE AND 1000 LB/ACRE 10-10-10 FERTILIZER. OPERATE TILLAGE
<br /> TEMPORARY DIVERSION DITCH AFTER AUGUST 15 USE UNSCARIFIED SERICEA SEED. EQUIPMENT ACROSS THE WATERWAY.ALL BARE AREAS BETWEEN DIVERSIONS AND
<br /> INLET PROTECTION 1. INSPECTION AND APPROVAL OF THE SUBGRADE WILL BE REQUIRED PRIOR TO THE PLACEMENT OF THE APPROVED PAVEMENT PERIMETER MEASURES SHALL BE SEEDED, MULCHED, AND TACKED TO PREVENT w �
<br /> OUTLET PROTECTION SECTION MATERIAL. NURSE PLANTS EROSION. TACK RATE SHALL BE 400 GALLONS PER ACRE OF ASPHALT TACKIFIER z
<br /> PRIOR TO MAY 1 OR AFTER AUG 15,ADD 40 LB/ACRE RYE (GRAIN). MULCH
<br /> VEGETATIVE PRACTICES 2. ANY CLAY DEPOSITS IN THE TOP TWO FEET OF THE SUBGRADE MUST BE REMOVED OR ADDRESSED AS RECOMMENDED BY THE USE A ROLLED EROSION CONTROL PRODUCT TO COVER THE BOTTOM OF CHANNELS O 0 U
<br /> GEOTECHNICAL ENGINEER. SEEDING DATES AND DITCHES AND STAPLE SECURELY. THE LINING SHOULD EXTEND ABOVE THE z
<br /> TOPSOILING Z
<br /> TEMPORARY SEEDING 3. SUBGRADE APPROVAL SHALL BE ACCOMPANIED BY THE SUPPORTING DOCUMENTATION VERIFYING DENSITY TEST RESULTS OF BEST POSSIBLE HIGHEST CALCULATED DEPTH OF FLOW. U =
<br /> PERMANENT SEEDING 95% OR GREATER. FALL: AUG 25-SEP 15 AUG 20-OCT 25 MAINTENANCE J
<br /> 4. THE ENTIRE SUBGRADE WILL HAVE BEEN PROOFROLLED IN THE PRESENCE OF THE SITE INSPECTOR AND GEOTECHNICAL LATE WINTER: FEB 15- MAR 21 FEB 1 -APR 15 INSPECT AND REPAIR MULCH FREQUENTLY. REFERTILIZE IN LATE WINTER OF THE Q w
<br /> MULCHING REPRESENTATIVE. PROOFROLLING SHALL BE A RUBBER TIRE VEHICLE SUCH AS A LOADED TEN (10) TON TRUCK OF APPROVED FOLLOWING YEAR. FOLLOW RECOMMENDATIONS OF SOIL TESTS OR USE 150 LB/ACRE
<br /> COMPACTION EQUIPMENT. FALL IS BEST FOR TALL FESCUE AND LATE WINTER FOR PATRIDGE PEA. OF 10-10-10. MOW REGULARLY TO A HEIGHT OF 2-4 INCHES. 12L `J(I�
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<br /> MANAGEMENT STRATEGIES 5. THE FINAL SUBGRADE SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER AND SITE INSPECTOR BEFORE PLACEMENT OF OVERSEEDING OF PARTRIDGE PEA OVER FALL-SEEDED TALL FESCUE IS w Z Ir
<br /> 1. CONSTRUCTION WILL BE SEQUENCED SO THAT GRADING OPERATIONS CAN BEGIN AND END AS QUICKLY AS POSSIBLE. PAVEMENT SECTION MATERIALS. VERY EFFECTIVE. Z Q m
<br /> 2. SEDIMENT TRAPPING MEASURES WILL BE INSTALLED AS A FIRST STEP IN GRADING.
<br /> 3. THE JOB SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT SOIL AMENDMENTS SPECIFICATIONS W cr
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<br /> CONTROL PRACTICES. FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 4,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 1000 LB/ACRE 10-10-10 1. PLOW COMPACTED AREAS 6 INCHES DEEP. v rt O =
<br /> 4. AFTER ACHIEVING ADEQUATE STABILIZATION AND UPON APPROVAL OF DEQ EROSION CONTROL INSPECTOR, THE TEMPORARY
<br /> 2. APPLY TOPSOIL IF AVAILABLE.
<br /> E&S CONTROLS WILL BE CLEANED UP AND REMOVED. NEW STABILIZATION TIMEFRAMES FERTILIZER.
<br /> 3. APPLY LIME AND FERTILIZER UNIFORMLY AND INCORPORATE INTO THE TOP 4-6 REVISIONS
<br /> (EFFECTIVE AUG.3,2011) MULCH INCHES OF SOIL. IF A HYDRAULIC SEEDER IS USED, DO NOT MIX SEED AND FERTILIZER
<br /> PERMANENT STABILIZATION APPLY 4,000-5,000 LB/ACRE GRAIN STRAW. ANCHOR BY TACKING WITH MORE THAN 30 MINUTES BEFORE APPLICATION.
<br /> THE DISTURBED AREAS WILL BE PERMANENTLY STABILIZED THROUGH THE USE OF IMPERVIOUS SURFACES AND PERMANENT ASPHALT. ON SLOPE 3:1 OR STEEPER ANCHOR STRAW WITH NETTING. 4. UNLESS HYDROSEEDING IS USED, BREAK UP LARGE CLODS. IF SURFACE IS SEALED,
<br /> M SEEDING. LOOSEN IT IMMEDIATELY BEFORE SEEDING BY RAKING, DISKING, HARROWING OR
<br /> SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS MAINTENANCE OTHER SUITABLE METHODS. GROOVE OR FURROW SLOPES STEEPER THAN 3:1 ON
<br /> N MANAGEMENT STRATEGIES REFERTILIZE IN THE SECOND YEAR UNLESS GROWTH IS FULLY THE CONTOUR BEFORE SEEDING.
<br /> N 1. THE SILT FENCE BARRIER WILL BE CHECKED REGULARLY FOR UNDERMINING OR DETERIORATION OF THE FABRIC. SEDIMENT ADEQUATE. MAY BE MOWED ONCE OR TWICE A YEAR, BUT MOWING IS 5. EVENLY APPLY SEED USING A CYCLONE SEEDER(BROADCAST), DRILL, CULTIPACKER
<br /> SHALL BE REMOVED WHEN THE LEVEL OF SEDIMENT DEPOSITION REACHES 1/3 THE WAY TO THE TOP OF THE BARRIER. PERIMETER DIKES, SWALES, DITCHES, SLOPES 7 DAYS NONE NOT NECESSARY. REFERTILIZE, RESEED AND MULCH DAMAGED AREAS SEEDER OR HYDROSEEDER. SMALL GRAINS SHOULD BE PLANTED NO MORE THAN
<br /> IMMEDIATELY. ONE INCH DEEP, GRASSES AND LEGUMES NO MORE THAN 1/2 INCH.
<br /> 2. THE SEDIMENT TRAP AND BASIN SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NEEDED. SEDIMENT SHALL BE 6. BROADCAST SEED MUST BE COVERED BY RAKING OR CHAIN DRAGGING AND THEN
<br /> REMOVED AND THE TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE HALF THE LIGHTLY FIRMED WITH A ROLLER OR CULTIPAKER. HYDROSEEDED MIXTURES SHOULD
<br /> > DESIGN
<br /> WILL NOT EPTH ERODE 7.F THE TRAP. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH A MANNER THAT IT HIGH QUALITY WATER (HQW) ZONES 7 DAYS NONE PS PERMANENT SEEDING INCLUDE A WOOD FIBER (CELLULOSE) MULCH.
<br /> IN AREAS NOT HYDROSEEDED, MULCH WITH GRAIN STRAW. SEE SEEDING
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<br /> SCHEDULES.
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<br /> SLOPES STEEPER THAN 3:1 7 DAYS IF SLOPES ARE 10'OR LESS IN LENGTH AND ARE CTC
<br /> NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED.
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<br /> DRAWN BY:
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<br /> CHECKED BY:
<br /> SLOPES 3:1 OR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER THAN 51N LENGTH. o CTC
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<br /> GROOVES PERPENDICULAR
<br /> ALL OTHER AREA WITH 14 DAYS NONE, EXCEPT FOR PERIMETERS To THE SLOPE. i FEBRURY 16, 2024
<br /> 0 SLOPES FLATTER THAN 4:1 AND HQW ZONES. PROJECT NUMBER:
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<br /> SURFACE PREPARATION FOR SEEDING
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