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HomeMy WebLinkAboutSW1210501_Plansheet - Notes_20210713EC 44 NORTH CAROLINA LAND QUALITY SECTION EROSION CONTROL NOTES UPDATED FEBRUARY. 2020 NATIVE PLANT SEEDING MIX FOR WETLAND STREAM OR RIVERBANK STABILIZATION 0 J W U- W Y Q J W 75 n 0 M N 0 W 0 GENERAL: ALL EROSION CONTROL MEASURES ARE TO BE PERFORMED IN STRICT ACCORDANCE WITH REQUIREMENTS OF THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY (NCDEQ), DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES (DEMLR), LAND QUALITY SECTION. THE FOLLOWING CONSTRUCTION SEQUENCE SHALL BE COMPLIED WITH FOR ALL WORK. 1. PRIOR TO BEGINNING WORK ON THE PROJECT THE CONTRACTOR SHALL OBTAIN FROM THE OWNER A COPY OF THE "EROSION AND SEDIMENT CONTROL APPROVAL" FROM THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY (NCDEQ). DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES (DEMLR), DIVISION OF LAND QUALITY, OR THE LOCAL AUTHORIZED PROGRAM. THE APPROVAL NOTICE MUST BE AVAILABLE ON —SITE DURING ALL GRADING AND CONSTRUCTION ACTIVITIES. 2. INSTALL ALL EROSION CONTROL MEASURES AS REQUIRED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY, DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES, LAND QUALITY SECTION. NOTE: ALL UTILITY INSTALLATION WITHIN 25' OF A RIVER OR STREAM BANK SHALL BE INSTALLED PER STREAM PROTECTION DURING EXCAVATION DETAIL. NATIVE SEEDING AND MULCHING SHALL BE COMPLETED DAILY IN AREAS NOTED AS STREAM PROTECTION AREAS. SILT FENCE IN THESE AREAS SHALL NOT BE INSTALLED CLOSER THAN 5' FROM CREEK BANK UNLESS FIELD CONDITIONS PREVENT SUFFICIENT CLEARANCE. ALL SILT FENCES SHALL BE INSPECTED AND CLEANED AS NEEDED AFTER EACH RAIN. 3. NO WORK SHALL BE PERFORMED IN STREAM FROM OCTOBER 15 TO APRIL 15 (TO ACCOMMODATE COE AND DWQ RECOMMENDATIONS CONCERNING WORK IN TROUT WATERS.) 4. CONTRACTOR IS TO PLACE PERMANENT STAKES MARKING CLEARLY THE 25' BUFFER FOR STREAMS WHERE SHOWN ON THE PLANS AND THE MARKERS ARE TO BE VISIBLE AT ALL TIMES DURING CONSTRUCTION. 5. OBTAIN CERTIFICATE OF COMPLIANCE THROUGH ON —SITE INSPECTION BY A REPRESENTATIVE OF THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY, DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES, LAND QUALITY SECTION. 6. CONSTRUCTION SHALL BE LIMITED TO 2000' OF CONTIGUOUS ROAD CORRIDOR UNTIL ALL CUTS, FILLS, AND DITCHES ARE STABILIZED FOR THAT 2000' SECTION. UPON STABILIZATION OF THAT SECTION ANOTHER 2000' SECTION CAN BE CONSTRUCTED AND STABILIZED. 7. ALL STREAM CROSSINGS AND PERENNIAL STREAMS WILL BE ALIGNED WITH THE NATURAL STREAM PATTERNS ABOVE AND BELOW THE PROPOSED ROAD. ARCH CULVERTS WILL BE USED AND FOOTERS WILL BE CONSTRUCTED IN UNDISTURBED BANKS AWAY FROM THE STREAM FLOW. 8. PROCEED WITH GRADING, CLEARING AND GRUBBING. NOTE: NO OFF SITE DISPOSAL OF MATERIAL IS ALLOWED UNLESS THE DISPOSAL SITE HAS AN APPROVED EROSION CONTROL PLAN. 9. SEED AND PLACE EROSION CONTROL MATTING ON ALL UPLAND CUT AND FILL SLOPES THAT ARE NOT ROCK IMMEDIATELY UPON COMPLETION OF SLOPE STABILIZATION. 10. ALL TEMPORARY STREAM AND CREEK CROSSINGS FOR EQUIPMENT DURING CONSTRUCTION SHALL BE MADE USING TEMPORARY BRIDGES. NO STREAM BANK OR STREAM BED DISTURBANCE SHALL BE ALLOWED FOR EQUIPMENT CROSSINGS. 11. SEED AND MULCH DENUDED AREA WITHIN TIME FRAME SPECIFIED (SEE TABLE). SEED AND SOIL AMENDMENTS SHALL BE PLACED ON A PREPARED SEEDBED AT THE FOLLOWING RATES PER ACRE. STRAW MULCH SHALL BE TACKED WITH TACKING AGENT APPLIED BY HYDROSEEDER. LIME 4,000 LBS FERTILIZER (10-10-10) 1,000 LBS KY-31 FESCUE (POA PRATENSIS) 100 LBS (MOWED AND MAINTAINED AREAS ONLY) OR CREEPING RED FESCUE 100 LBS (NATURAL AREAS AND STREAMBANKS) STRAW MULCH 60-80 BALES FOR SUMMER SEEDING ADD TO THE ABOVE: GERMAN MILLET (SETARIA ITALICA) 40 LBS SMALL —STEMMED SUDAN GRASS (SORGHUM BICOLOR) 50 LBS FOR WINTER SEEDING ADD TO THE ABOVE: RYE GRAIN (SECALE CEREALE) 120 LBS IF HYDROSEEDING, WOOD CELLULOSE MAY BE USED IN ADDITION TO STRAW MULCH AT THE RATE OF 1,000 LBS PER ACRE. ALL SEEDING SHALL BE MAINTAINED, WATERED ETC.., UNTIL A PERMANENT VEGETATIVE GROUND COVER IS ESTABLISHED OVER ALL DISTURBED AREAS. FOR ALL SLOPES 2:1 OR STEEPER ADD TO THE ABOVE: PURGE LIVE SEED SWITCHGRASS 4 LBS BROWNTOP MILLET OR PEARL MILLET (PENNISETUM GLAUCUM) 8 LBS GRAIN SORGHUM (SORGHUM BICOLOR (L.) MOENCH SSP. BICOLOR) 2 LBS ALL SLOPES 2:1 OR STEEPER SHALL BE COVERED BY EROSION CONTROL MATTING. NATIVE SEEDING: THE CORRECT SEEDBED pH IS 5.5 TO 6.5. APPLY ZERO NITROGEN AT PLANTING. INCORPORATE SOIL AMENDMENTS INTO TOPSOIL/ROOT ZONE BEFORE SEEDING. FIRM SEEDBED BEFORE SEEDING (TRAVEL WITH DOZER CLEATS). SEEDING DEPTH FOR ALL NATIVE SSP. EXCEPT E.GAMAGRASS (TRIPSACUM DACTYLOIDES) NEED TO BE 1 /4" — 1 /2". GREATER DEPTHS CAUSE HIGH SEED MORTALITY. SPECIALIZED SEEDING IMPLEMENTS ARE REQUIRED. SEED MIXES AND RATES TO MATCH SEEDER USED. A NO —TILL, DROP SEEDER OR BROADCASTER WITH PRECISION METERING TO CONTROL SMALL SEED FLOW AND PICKER WHEEL AGITATORS TO HANDLE FLUFFY SEED ARE BEST SUITED FOR NATIVE SEED. 1. NATIVE SEED MIX SHALL BE APPLIED AT A RATE OF 20 LBS./AC. AND INCLUDE THE FOLLOWING SPECIES: 25% - BIG BLUESTEM (ANDROPOGON GERARDII) 25% - INDIAN GRASS (SORGHASTRUM NUTANS) 25% - LITTLE BLUESTEM (SCHIZACHYRIUM SCOPARIUM) 25% - SWITCHGRASS (PANICUM VIRGATUM) 2. ADDITIONALLY A TEMPORARY COVER/NURSE CROP MIX SHALL BE APPLIED AT A RATE OF 25 LBS./ACRE AS FOLLOWS: AUGUST THRU MAY - GREENRYE (SECALE CEREALE) MAY 1 THRU AUGUST - MILLET (PENNISETUM GLAUCUM) 3. LIVE STAKE SPECIES SHALL CONSIST OF THE FOLLOWING: 25% - SILKY DOGWOOD (CORNUS AMOMUM) 25% - SILKY WILLOW (SALIX SERICEA) 25% - HAZEL ALDER (ALNUS SERRULATA) 25% - ELDERBERRY (SAMBUUS CANADENSIS) 4. ANY SUBSTITUTIONS OR VARIATIONS FROM SPECIFICATIONS ABOVE SHALL BE APPROVED BY THE PROJECT ENGINEER. 5. NO FERTILIZER SHALL BE USED WITHIN 10' OF TOP OF STREAM OR RIVER BANK. 6. MAINTAIN SOIL EROSION CONTROL MEASURES UNTIL PERMANENT GROUND COVER IS ESTABLISHED. 7. REQUEST FINAL APPROVAL BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY, DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES, LAND QUALITY SECTION. 8. REMOVE SOIL EROSION CONTROL MEASURES AND STABILIZE THESE AREAS. TEMPORARY SEEDING SPECIFICATION SEEDING MIXTURE: SPECIES RATE (lb/acre) RYE (grain) 120 SEEDING DATES: AUG 15 TO DEC 30 SOIL AMENDMENTS: FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2000 IYac GROUND AGRICULTURAL LIMESTONE AND 750 Ib ac 10-10-10 FERTILIZER. MULCH: APPLY 4000Ib/ac STRAW. ANCHOR STRAW BY TACKING w/ ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A DISK w/ BLADES SER NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. MAINTENANCE: RE —FERTILIZE IF GROWTH IS NOT FULLY ADEQUATE, RE —SEED, RE —FERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. CUT/FILL SLOPES SEEDING SPECIFICATIONS - STEEPER THAN 3:1 SEEDING MIXTURE: SPECIES RATE (lb/acre) TALL FESCUE 100 SWITCHGRASS AND PARTRIDGE PEA MIX 30 NURSE PLANTS: BETWEEN MAY 1 AND AUG 15, ADD 10Ib/ac GERMAN MILLET OR 15 Ib/ac SUDANGRASS. PRIOR TO MAY 1 OR AFTER AUG 15, ADD 40 Ib/ac RYE (GRAIN). IT MAY BE BENEFICIAL TO PLANT THE GRASSES IN LATE SUMMER. SEEDING DATES: BEST POSSIBLE AUG 25 — SEPT 15 AUG 20 — OCT 25 FEB 15 — MAR 20 FEB 1 — APRIL 15 SOIL AMENDMENTS: APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST, OR APPLY 4000 Ib/ac GROUND AGRICULTURAL LIMESTONE AND 750 Ib/ac 10-10-10 FERTILIZER. MULCH: APPLY 4000 Ib/ac GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCHING MATERIAL, ANCHOR MULCH BY TACKING w/ ASPHALT, ROVING OR NETTING, NETTING IS THE PREFERRED ANCHORING METHOD ON STEEP SLOPES. MAINTENANCE: MOW NO MORE THAN ONCE A YEAR, RE —FERTILIZE IN THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE. RE —SEED, RE —FERTILIZE, RE —MULCH DAMAGED AREAS IMMEDIATELY. DITCH/OPEN AREA PERMANENT SEEDING SPECIFICATION SEEDING MIXTURE: SPECIES RATE (Ib/ac) TALL FESCUE 250 (6 Ib/1000 sq ft) NURSE PLANTS: BETWEEN MAY 1 AND AU 15, ADD 10 Ib/ac GERMAN MILLET OR 15 Ib/ac SUDANGRASS, PRIOR TO MAY 1 OR AFTER AUG 15, ADD 40 Ib/ac RYE (GRAIN). SOIL AMENDMENTS: APPLY LIME AND FERTILIZE ACCORDING TO SOIL TEST, OR APPLY 4000 Ib/ac GROUND AGRICULTURAL LIMESTONE AND 750 Ib/ac 10-10-10 FERTILIZER. MULCH: USE CHANNEL LINING MATERIAL TO COVER THE BOTTOM OF DITCHES. THE LINING SHOULD EXTEND ABOVE THE HIGHEST CALCULATED DEPTH OF FLOW. ON CHANNEL SIDE SLOPES ABOVE THE HEIGHT, AND IN DRAINAGES NOT REQUIRING TEMPORARY LININGS, APPLY 4000 Ib/ac GRAIN STRAW AND ANCHOR STRAW BY STAPLING NETTING OVER THE TOP. MULCH AND ANCHORING MATERIALS MUST NOT BE ALLOWED TO WASH DOWN SLOPE WHERE THEY CAN CLOG DRAINAGE DEVICES. MAINTENANCE: INSPECT AND REPAIR MULCH FREQUENTLY. RE —FERTILIZE IN LATE WINTER ACCORDING TO SOIL TESTS OR APPLY 150 Ib/ac 10-10-10 FERTILIZER (3 Ib/1000 sq ft). MOW REGULARLY TO A HEIGHT OF 2" TO 4". FINAL DRAWING FOR REVIEW PURPOSES ONLY NOT RELEASED FOR CONSTRUCTION SIGNED AND DATED: WASTEWATER TREATMENT PLANT SHEET off°oFEss�o°�o�'; IMPROVEMENTS PHASE I NOT TO SCALE 55 Broad Street = d V�°� = SIGNED AND ESEALED INEACCORDANCE THIS CWSRF PROJECT NO. CS370930-01 ?olGENERAL NOTES o SEAL — WITH THE STANDARD CERTIFICATION Asheville, NC 28801 -_ �o 50548 SO _= REQUIREMENTS FOUND IN NC OFFICE MANAGER DESIGNER 828.252.0575 - � o o = ADMINISTRATIVE CODE 21-56.1103(E). -007 p o THIS DIGITAL SIGNATURE HAS BEEN /Gj°o°Fj�� TOWN OF WAYNESVILLE o,00 ` FOUND BY THE NC BOARD OF M. CATHEY N. CROOM MCq111 NC Firm License # C-0459 %� 9S °°°000°°° P EXAMINERS FOR ENGINEERS AND PROJECT MANAGER REVIEWER DATE PROJECT # FUNDING # mcgillassociates.com ,��P jjjj1M SURVEYORS TO MEET THESE STANDARDS. PLEASE CONTACT THE HAYWOO D COUNTY, NORTH CAROLINA SIGNER IF YOU NEED ASSISTANCE IN NO. DATE BY DESCRIPTION MJ CHEN T.-MANNINO JUNE 2021 19.00330 CS370930-01 VALIDATING THE SIGNATURE.