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Home My WebLink About09030013 Private Golf Course - Reed Property Pg 51 MAINTENANCE INSTALLATION SEQUENCE CIVIL SITE GROUP, LLC AjiiiI 643 Massachusetts Avenue, Suite 200 Indianapolis, Indiana 46204 Ph: (317) 423 -3305 Fax: (317) 423 -3306 AS NEEDED PRIOR TO CLEARING AND GRADING SILT FENCE ONNEI SVILLE PRIOR TO CLEARING AND GRADING EXISTING INLET PROTECTION WEEKLY, AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING .E PROTECTION WEEKLY, AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING %I IIIII/ 14 i>, 459.4;4!•./1/0S G L E/ a N PE10403858 STATE OF r -P 0,,...4 11 0 IPA", #,,,j, ,0% "t 1 I fl" 6 N w a 0,6 DATE: 03/19/09 ALONG WITH ROUGH GRADING DWN BY: EAG CHKD. BY: EAG SCALE: 1" 60' DATE: 03/16/09 WATER AS NEEDED AFTER FINISH GRADING AS SOON AS PRACTICAL UPON COMPLETION EROSION CONTROL MATTING II STORMWATER POLLUTION PREVENTION DETAILS II AFTER FINISH GRADING AS SOON AS PRACTICAL UPON COMPLETION STRAW BALES WEEKLY, AFTER STORM EVENTS AND AS NEEDED AFTER FINISH GRADING AS SOON AS PRACTICAL UPON COMPLETION rY Px� 12351 WE ONSVILLE WEEKLY, AFTER STORM EVENTS AND AS NEEDED AFTER EACH INLET IS PLACED .4 5.8 -7.5 2 (OVAL OF TREE PROTECTION N/A AFTER PERMANENT SEEDING (OVAL OF STRAW BALES PROJECT NUMBER MSI.023 DRAWING NUMBER C3.1 SHEET 5 OF 8 (OVAL OF INLET PROTECTION EROSION CONTROL SCHEDULE EROSION CONTROL MEASURE MAINTENANCE INSTALLATION SEQUENCE STONE ENTRANCE AS NEEDED PRIOR TO CLEARING AND GRADING SILT FENCE WEEKLY, AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING EXISTING INLET PROTECTION WEEKLY, AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING .E PROTECTION WEEKLY, AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING 'TEMPORARY DIVERSIONS WEEKLY, AFTER STORM EVENTS AND AS NEEDED ALONG WITH ROUGH GRADING IPORARY SEEDING WATER AS NEEDED AFTER ROUGH GRADING PERMANENT SEEDING WATER AS NEEDED AFTER FINISH GRADING AS SOON AS PRACTICAL UPON COMPLETION EROSION CONTROL MATTING WEEKLY, AFTER STORM EVENTS AND AS NEEDED AFTER FINISH GRADING AS SOON AS PRACTICAL UPON COMPLETION STRAW BALES WEEKLY, AFTER STORM EVENTS AND AS NEEDED AFTER FINISH GRADING AS SOON AS PRACTICAL UPON COMPLETION INLET PROTECTION WEEKLY, AFTER STORM EVENTS AND AS NEEDED AFTER EACH INLET IS PLACED .4 5.8 -7.5 2 (OVAL OF TREE PROTECTION N/A AFTER PERMANENT SEEDING (OVAL OF STRAW BALES N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED (OVAL OF INLET PROTECTION N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED (OVAL OF SILT FENCE N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED SPECIES SEEDING RATE SUITABLE pH SITE SUITABILITY S75 LBS /ACRE LBS /1000 SQ. FT. DROUGHTY WELL DRAINED WET LEVEL AND SLOPING, OPEN AREAS 1. TALL FESCUE 35 .8 5.5 -8.3 2 1 2 2. TALL FESCUE 25 .6 5.5 -8.3 SPRING OATS 1 3 BU. RED CLOVER 5 .12 7 -21 ANNUAL RYEGRASS 1 LB. 3. KENTUCKY BLUEGRASS 15 .4 5.8 -7.5 2 1 1 CREEPING RED FESCUE 15 .4 12 -18 10 -20 STEEP BANKS AND CUTS 4. TALL FESCUE 15 .4 5.8 -7.5 2 1 2 KENTUCKY BLUEGRASS 25 .6 24 -36 5 -14 T 5. TALL FESCUE 35 .8 5.5 -8.3 2 1 1 EMERALD CROWNVETCH 10 .25 15 -20 12 -18 5 -10 LAWNS AND HIGH MAINTENANCE AREAS 6. KENTUCKY BLUEGRASS 40 .9 5.8 -7.5 2 1 CREEPING RED FESCUE 40 .9 5 -10 24 14 -21 T 7. PERENNIAL RYEGRASS 170 4.0 5.0 -7.5 1 1 2 (TURF TYPE) MED. 1 7 -10 18 5 -10 8. TALL FESCUE 170 4.0 5.5 -8.3 2 1 2 TYPE TEMPORARY SEEDINGS MAX. SLOPE APPUCA11ON S75 10 MONTHS TYPE OF SEED 1000 SQ. FT. ACRE REMARKS 3: 1 LOW FLOW SWALES S150 10 MONTHS WHEAT OR RYE 3.5 LBS. 2 BU. COVER SEED 1" TO 1 1/2" DEEP 2: 1 MODERATE DISCHARGE SWALES SC150 2 YEARS SPRING OATS 2.3 LBS. 3 BU. COVER SEED 1" DEEP >1:1 HIGH DISCHARGE SWALES 7 -21 ANNUAL RYEGRASS 1 LB. 40 LB. COVER SEED 1 /e DEEP TYPE LONGEVITY MAX. SLOPE APPUCA11ON S75 10 MONTHS 3:1 LOW FLOW SWALES DS75 60 DAYS 3: 1 LOW FLOW SWALES S150 10 MONTHS 2: 1 MODERATE DISCHARGE SWALES DS150 60 DAYS 2: 1 MODERATE DISCHARGE SWALES SC150 2 YEARS 1:1 MEDIUM DISCHARGE SWALES C125 3 YEARS >1:1 HIGH DISCHARGE SWALES STR# B La W THICKNESS d 50 18" RCP 5' 30' 15' 12" 8" NORM DRY GEN. SOIL SPRAY CREEPING RED FESTUCA RU RA FESCUE 2 1 2 1 1 1 SIZE OF STONE OF TOTAL WEIGHT LARGER THAN GIVEN SIZE 3K 0 2K 20 K 50 0.1K 90 RANKING: 1 GOOD 2 MEDIUM NOT TOLERANT SEEDBED PREPARATION APPLY UME TO RAISE THE H TO THE LEVEL NEEDED FOR SPECIES BEING SEEDED. APPLY 23 POUNDS OF 12 -12 -12 ANALYSIS FERTILIZER (OR EQUIVALENT) PER 1000 SQ. FT. (APPROXIMATELY 1000 POUNDS PER ACRE) OR FERTIUZE ACCORDING TO TEST. APPUCATION OF 150 LBS. OF AMMONIUM NITRATE ON AREAS LOW IN ORGANIC MATTER AND FERT1UTY WILL GREATLY ENHANCE VEGETATIVE GROWTH. WORK THE FER11UZER AND LIME INTO THE SOIL TO A DEPTH OF 2 -3 INCHES WITH A HARROW, DISK OR RAKE OPERATED ACROSS THE SLOPE AS MUCH AS POSSIBLE. SEEDING SELECT A SEED MIXTURE BASED ON PROJECTED USE OF THE AREA (SEE PERMANENT SEED MIXTURE CHART). WHILE CONSIDERING BEST SEEDING DATES. IF PERMANENT SEEDING IS NOT PERMITTED USE TEMPORARY SEEDING UNTIL PERMANENT SEEDING CAN BE APPLIED. IF TOLERANCES ARE A PROBLEM, SUCH AS SALT TOLERANCE OF SEEDINGS ADJACENT TO STREETS AND HIGHWAYS, SEE SEED TOLERANCE CHART. SALT TOLERANCE (TO BOTH SOIL SALTS SPRAY) T TOLERANCE MT MEDIUM TOLERANCE S SUGHT TOLERANCE SEED TOLERANCE 1 PREFERRED 2 WILL TOLERATE INOCULATE WITH SPECIFIC INOCULANT. SEED TOLERANCE CHART EROSION CONTROL MEASURES MAINTENANCE REQUIREMENTS STRAW BALE AM MAINTENANCE REQUIREMENTS: 1. INSPECT STRAW BALE DAMS AFTER EACH STORM EVENT AND PROMPTLY REMOVE ANY SEDIMENT DEPOSITS TO ENSURE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN, TAKING ARE NOT TO UNDERMINE THE ENTRENCHED BALES. 2. INSPECT PERIODICALLY FOR DETERIORATION OR DAMAGE FROM CONSTRUCTION ACTIVITIES AND REPAIR IMMEDIATELY. 3. AFTER 'THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABIUZED, REMOVE ALL STRAW BALES AND SEDIMENT, BRING THE DISTURBED AREA TO GRADE, AND STABIUZE IT. SILT FENCE MAINTENANCE REQUIREMENTS: 1. INSPECT HE SILT FENCE PERIODICALLY AND AFTER EACH STORM EVENT. 2. IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE AFFECTED PORTION IMMEDIATELY. 3. REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT OR IS CAUSING THE FABRIC TO BULGE. 4. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEAN OUT. 5. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE AND SEDIMENT DEPOSITS, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE. TEMPORARY SEDIMENT TRAP MAINTENANCE REQUIREMENTS: 1. INSPECT TEMPORARY SEDIMENT TRAPS AFTER EACH STORM EVENT IMMEDIATELY REPAIR ANY EROSION AND PIPING HOLES. 2. REMOVE SEDIMENT WHEN IT HAS ACCUMULATED TO ONE -HALF THE DESIGN DEPTH. 3. REPLACE SPILLWAY GRAVEL FACING IF CLOGGED. 4. INSPECT VEGETATION, AND RE -SEED IF NECESSARY. 5. CHECK THE SPILLWAY DEPTH PERIODICALLY TO ENSURE A MINIMUM OF 1.5 FT. DEPTH FROM THE LOWEST POINT OF THE SETTLED EMBANKMENT TO HIGHEST POINT OF THE SPILLWAY CREST, AND FILL ANY LOW AREAS TO MAINTAIN DESIGN ELEVATION. 6. PROMPTLY REPLACE ANY DISPLACED RIP RAP, BEING CAREFUL THAT NO STONES IN THE SPILLWAY ARE ABOVE DESIGN GRADE. 7. AFTER ALL DISTURBED AREAS HAVE BEEN STABIUZED, REMOVE THE STRUCTURE AND SEDIMENT, SMOOTH THE DISTURBED AREA TO BLEND WITH ADJOINING AREAS, AND STABIUZE. SEEDING DETAIL REVISION RECORD REV WHEAT OR RYE OATS ANNUAL RYEGRASS NON- IRRIGATED* IRRIGATED DORMANT SEEDING DATE DESCRIPTION JAN FEB MAR APR MAY JUN JUL AUG SEP OCT A NOV DEC JAN FEB MAR APR MAY JUN JUL AUG SEP r/A/ OCT NOV DEC TEMPORARY SEEDING DATES PERMANENT SEEDING DATES INCREASE SEEDING APPUCATION BY 50%. NOT NECESSARY WHERE MULCH IS APPLIED. EROSION CONTROL BLANKET (SURFACE APPLIED) MAINTENANCE REQUIREMENTS: 1. DURING VEGETATIVE ESTABUSHMENT, INSPECT AFTER STORM EVENTS FOR ANY EROSION BELOW THE BLANKET. 2. IF ANY AREA SHOWS EROSION, PULL BACK THAT PORTION OF THE BLANKET COVERING IT, ADD SOIL, RE -SEED THE AREA, AND RE -LAY AND STAPLE THE BLANKET. 3. AFTER VEGETATIVE ESTABLISHMENT, CHECK THE TREATED AREA PERIODICALLY. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE MAINTENANCE REQUIREMENTS: 1. INSPECT ENTRANCE PAD AND SEDIMENT DISPOSAL AREA WEEKLY AND AFTER STORM EVENTS OR HEAVY USE. 2. RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL. 3. TOP DRESS WITH CLEAN STONE AS NEEDED. 4. IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS BY BRUSHING OR SWEEPING. FLUSHING SHOULD ONLY BE USED IF THE WATER IS CONVEYED INTO A SEDIMENT TRAP OR BASIN. 5. REPAIR ANY BROKEN ROAD PAVEMENT IMMEDIATELY. IRRIGATION NEEDED DURING THIS PERIOD. TO CONTROL EROSION AT TIMES OTHER THAN IN THE SHADED AREAS. USE MULCH. LATE SUMMER SEEDING DATES MAY BE EXTENDED 5 DAYS IF MULCH IS APPLIED. PIPE CULVERT o NOTES: PIPE CULVERT o SLOPE C ARIES i RIPRAP GEOTEXT1LE UNDER END SECTION DES BY 1. GEOTEXTILE UNDERLAYMENT TO BE POLYFELT TS700 OR APPROVED EQUAL APP BY PLAN VIEW CROSS SECTION WHERE K d 50 NOTE: DEPTH OF RIP RAP SHALL NOT BE LESS THAN 3 x d 50 NOT TO SCALE I I RIPRAP DETAIL END SECTION IPRA (SEE U) w END SECTION (SEE STR. ABOVE) XISIING GRADE EROSION CONTROL BLANKET (NORTH AMERICAN GREEN OR EQUAL) NORTH AMERICAN GREEN EROSION CONTROL MATTING DETAIL 6 e•a s '.,:•LiBUC ROAD 0.*efia01.4 .44.0 4•Aka les„,.,44V.,,,,.. .0:04terkia"kee....e. 46.6 ■�0 i_�.� d i�,0ieri�di�•i t r �I %fir %0%0%0r� 0160 x,,•0 ,40 100.44 j� �4`,W, .p. .0 6 GEOTEXIILE FABRIC TO STABILIZE FOUNDATION ESPECIALLY IMPORTANT WHERE WETNESS IS ANTICIPATED) 03 TEMPORARY CONSTRUCTION ENTRANCE NOT TO SCALE THICKNESS 12" MINIMUM THICKNESS P GEOTEXIILE OTES) NOT TO SCALE 2 COARSE AGGREGATE EXTEND FABRIC TO 4" BELOW SURFACE TYPICAL TOPSOIL STOCKPILE FILTER FABRIC FLOW x SILT FENCE x ON WOVEN GEOTEXIILE FABRIC 10' TYPICAL NOT TO SCALE \ice \ice 3 THE BLANKET SHOULD NOT BE STRETCHED BUT ALLOWED TO LAY LOOSELY ON THE SOIL SURFACE TO ACHIEVE MAXIMUM BLANKET TO SOIL CONTACT. 5 IN HIGH VELOCITY CHANNEL APPUCATIONS, CHECK SLOTS SHOULD BE ESTABLISHED EVERY 35 40'. THE SLOTS SHOULD BE 6" WIDE BY 6 DEEP WITH THE BLANKET STAPLED IN THE BOTTOM OF THE SLOT, THEN BACKFILLED AND SEEDED. x x N SPACE POSTS PER MANUFACTURER RECOMMENDATIONS WOOD POST N.O.I. POSTING SIGN DETAIL (OR EQUIVALENT) SILT FENCE CONSTRUCTION NOT TO SCALE 1 THE EDGES OF THE BLANKET SHOULD BE BUTTED AGAINST EACH OTHER, THE EDGES OF THE SCC225 SHOULD BE OVERLAPPED 2 EROSION BLANKET INSATLLATION NOT TO SCALE LYWOOD 24" X 24* PAINTED WHITE LACK LETTERS 6" HEIGHT .5" LAG SCREWS WOOD POST 3 "X3 "X8' 05/,` SANDBAG DITCH EROSION CONTROL NOT TO SCALE 24" NOTE: POSTS SHALL HAVE A MINIMUM LENGTH OF 36 INCHES PLUS BURIAL DEPTH. POST MATERIAL SHALL BE WOOD, STEEL, OR SYNTHETIC, AND SHALL BE OF SUFFICIENT STRENGTH TO RESIST DAMAGE DURING INSTALLATION AND TO SUPPORT APPLIED LOADS. FABRIC SHALL BE A WOVEN GEOTEX1ILE FABRIC CONSISTING OF STRONG, ROT RESISTANT, MATERIALS RESISTANT TO DETERIORATION FROM ULTRAVIOLET AND HEAT EXPOSURE. 7 ROLL BLANKETS OUT IN DIRECTION ky OF WATER OW. CROSSBARS SILT FENCE MATERIA SILT FENCE EXTENDS 6" BELOW FINISHED GRADE NOTE: INLET PROTECTION SILT FENCE //4 NOTE: 2 ON SLOPE APPUCA11ONS, THE TOP OF THE BLANKET SHOULD BE "SLOTTED IN" ABOVE THE BREAK OF THE SLOPE OR AT A MINIMUM, STAPLED IN PLACE WITH STAPLES 6" APART ON THE END OF THE BLANKET. 1. SEE SILT FENCE DETAIL FOR MATERIAL SPECIFICATIONS. 2. SILT FENCE SHALL BE PREASSEMBLED BY SUPPLIER. DRIVE 2 X 2 STAKES OR 4 REBAR THROUGH THE SAND BAGS AND INTO THE GROUND 1 1/2 TO 2 FEET FOR ANCHORAGE. INSPECT THE BAG CHECK DAM AND PROVIDE NECESSARY MAINTENANCE FOLLOWING EACH STORM PERIOD. REMOVE THE BAGS AND STAKES ONCE PERMANENT DRAINAGE AND STABILIZATION IS RE- ESTABLISHED AND ALL CONSTRUCTION IS COMPLETED ON -SITE. 1 2" 4 ON LONG SLOPES, THE ENDS OF THE BLANKETS SHOULD BE OVERLAPPED 4 6" IN A "SHINGLE EFFECT". 6 PREPARATION OF THE SEED BED, INCLUDING APPUCATON OF LIME, FERTIUZER AND SEED SHOULD BE CONDUCTED AS NORMAL PRIOR TO INSTALLATION OF BLANKET. W 3' FILTER FABRIC UNDER STONE OUTLET PIPE DIAMETER OUTLET PIPE DIAMETER +2' BEEHIVE INLET OR DRAINAGE COVER LATHS 6 FACE OF #8 STONE OVER RIP -RAP STONE. x Co (3 MINIMUM) SOIL CONDITION SHADE TOLERANCE CLOSE MOWING TO 2 -3 1/2 INCHES TRAMPING TOLERANCE FERTILITY NEEDS WINTER HARDINESS FLOODING TOLERANCE (DAYS) MATURE HEIGHT (INCHES) EMERGENCE TIME (DAYS) SOIL TOLERANCE WET NORM DRY GEN. SOIL SPRAY CREEPING RED FESTUCA RU RA FESCUE 2 1 2 1 1 1 MED. 1 20 -25 12 -18 7 -21 S KENTUCKY :GRASS SIS POA 2 1 2 1 1 1 MED. 1 20 -35 12 -18 10 -20 MT TALL FESCUE FESTUCA L. IDINACEA 2 1 1 1 1 1 LOW 1 24-35 24 -36 5 -14 T PERENNIAL RYEGRASS LOLLUM PERENNE 2 1 2 1 2 MED. HIGH 2 15 -20 12 -18 5 -10 MT CROWNVETCH CORONILLA VARLA 1 1 2 LOW 1 5 -10 24 14 -21 T RED CLOVER TRIFOLIUM PROTENSE 1 2 MED. 1 7 -10 18 5 -10 S S RANKING: 1 GOOD 2 MEDIUM NOT TOLERANT SEEDBED PREPARATION APPLY UME TO RAISE THE H TO THE LEVEL NEEDED FOR SPECIES BEING SEEDED. APPLY 23 POUNDS OF 12 -12 -12 ANALYSIS FERTILIZER (OR EQUIVALENT) PER 1000 SQ. FT. (APPROXIMATELY 1000 POUNDS PER ACRE) OR FERTIUZE ACCORDING TO TEST. APPUCATION OF 150 LBS. OF AMMONIUM NITRATE ON AREAS LOW IN ORGANIC MATTER AND FERT1UTY WILL GREATLY ENHANCE VEGETATIVE GROWTH. WORK THE FER11UZER AND LIME INTO THE SOIL TO A DEPTH OF 2 -3 INCHES WITH A HARROW, DISK OR RAKE OPERATED ACROSS THE SLOPE AS MUCH AS POSSIBLE. SEEDING SELECT A SEED MIXTURE BASED ON PROJECTED USE OF THE AREA (SEE PERMANENT SEED MIXTURE CHART). WHILE CONSIDERING BEST SEEDING DATES. IF PERMANENT SEEDING IS NOT PERMITTED USE TEMPORARY SEEDING UNTIL PERMANENT SEEDING CAN BE APPLIED. IF TOLERANCES ARE A PROBLEM, SUCH AS SALT TOLERANCE OF SEEDINGS ADJACENT TO STREETS AND HIGHWAYS, SEE SEED TOLERANCE CHART. SALT TOLERANCE (TO BOTH SOIL SALTS SPRAY) T TOLERANCE MT MEDIUM TOLERANCE S SUGHT TOLERANCE SEED TOLERANCE 1 PREFERRED 2 WILL TOLERATE INOCULATE WITH SPECIFIC INOCULANT. SEED TOLERANCE CHART EROSION CONTROL MEASURES MAINTENANCE REQUIREMENTS STRAW BALE AM MAINTENANCE REQUIREMENTS: 1. INSPECT STRAW BALE DAMS AFTER EACH STORM EVENT AND PROMPTLY REMOVE ANY SEDIMENT DEPOSITS TO ENSURE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN, TAKING ARE NOT TO UNDERMINE THE ENTRENCHED BALES. 2. INSPECT PERIODICALLY FOR DETERIORATION OR DAMAGE FROM CONSTRUCTION ACTIVITIES AND REPAIR IMMEDIATELY. 3. AFTER 'THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABIUZED, REMOVE ALL STRAW BALES AND SEDIMENT, BRING THE DISTURBED AREA TO GRADE, AND STABIUZE IT. SILT FENCE MAINTENANCE REQUIREMENTS: 1. INSPECT HE SILT FENCE PERIODICALLY AND AFTER EACH STORM EVENT. 2. IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE AFFECTED PORTION IMMEDIATELY. 3. REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT OR IS CAUSING THE FABRIC TO BULGE. 4. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEAN OUT. 5. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE AND SEDIMENT DEPOSITS, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE. TEMPORARY SEDIMENT TRAP MAINTENANCE REQUIREMENTS: 1. INSPECT TEMPORARY SEDIMENT TRAPS AFTER EACH STORM EVENT IMMEDIATELY REPAIR ANY EROSION AND PIPING HOLES. 2. REMOVE SEDIMENT WHEN IT HAS ACCUMULATED TO ONE -HALF THE DESIGN DEPTH. 3. REPLACE SPILLWAY GRAVEL FACING IF CLOGGED. 4. INSPECT VEGETATION, AND RE -SEED IF NECESSARY. 5. CHECK THE SPILLWAY DEPTH PERIODICALLY TO ENSURE A MINIMUM OF 1.5 FT. DEPTH FROM THE LOWEST POINT OF THE SETTLED EMBANKMENT TO HIGHEST POINT OF THE SPILLWAY CREST, AND FILL ANY LOW AREAS TO MAINTAIN DESIGN ELEVATION. 6. PROMPTLY REPLACE ANY DISPLACED RIP RAP, BEING CAREFUL THAT NO STONES IN THE SPILLWAY ARE ABOVE DESIGN GRADE. 7. AFTER ALL DISTURBED AREAS HAVE BEEN STABIUZED, REMOVE THE STRUCTURE AND SEDIMENT, SMOOTH THE DISTURBED AREA TO BLEND WITH ADJOINING AREAS, AND STABIUZE. SEEDING DETAIL REVISION RECORD REV WHEAT OR RYE OATS ANNUAL RYEGRASS NON- IRRIGATED* IRRIGATED DORMANT SEEDING DATE DESCRIPTION JAN FEB MAR APR MAY JUN JUL AUG SEP OCT A NOV DEC JAN FEB MAR APR MAY JUN JUL AUG SEP r/A/ OCT NOV DEC TEMPORARY SEEDING DATES PERMANENT SEEDING DATES INCREASE SEEDING APPUCATION BY 50%. NOT NECESSARY WHERE MULCH IS APPLIED. EROSION CONTROL BLANKET (SURFACE APPLIED) MAINTENANCE REQUIREMENTS: 1. DURING VEGETATIVE ESTABUSHMENT, INSPECT AFTER STORM EVENTS FOR ANY EROSION BELOW THE BLANKET. 2. IF ANY AREA SHOWS EROSION, PULL BACK THAT PORTION OF THE BLANKET COVERING IT, ADD SOIL, RE -SEED THE AREA, AND RE -LAY AND STAPLE THE BLANKET. 3. AFTER VEGETATIVE ESTABLISHMENT, CHECK THE TREATED AREA PERIODICALLY. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE MAINTENANCE REQUIREMENTS: 1. INSPECT ENTRANCE PAD AND SEDIMENT DISPOSAL AREA WEEKLY AND AFTER STORM EVENTS OR HEAVY USE. 2. RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL. 3. TOP DRESS WITH CLEAN STONE AS NEEDED. 4. IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS BY BRUSHING OR SWEEPING. FLUSHING SHOULD ONLY BE USED IF THE WATER IS CONVEYED INTO A SEDIMENT TRAP OR BASIN. 5. REPAIR ANY BROKEN ROAD PAVEMENT IMMEDIATELY. IRRIGATION NEEDED DURING THIS PERIOD. TO CONTROL EROSION AT TIMES OTHER THAN IN THE SHADED AREAS. USE MULCH. LATE SUMMER SEEDING DATES MAY BE EXTENDED 5 DAYS IF MULCH IS APPLIED. PIPE CULVERT o NOTES: PIPE CULVERT o SLOPE C ARIES i RIPRAP GEOTEXT1LE UNDER END SECTION DES BY 1. GEOTEXTILE UNDERLAYMENT TO BE POLYFELT TS700 OR APPROVED EQUAL APP BY PLAN VIEW CROSS SECTION WHERE K d 50 NOTE: DEPTH OF RIP RAP SHALL NOT BE LESS THAN 3 x d 50 NOT TO SCALE I I RIPRAP DETAIL END SECTION IPRA (SEE U) w END SECTION (SEE STR. ABOVE) XISIING GRADE EROSION CONTROL BLANKET (NORTH AMERICAN GREEN OR EQUAL) NORTH AMERICAN GREEN EROSION CONTROL MATTING DETAIL 6 e•a s '.,:•LiBUC ROAD 0.*efia01.4 .44.0 4•Aka les„,.,44V.,,,,.. .0:04terkia"kee....e. 46.6 ■�0 i_�.� d i�,0ieri�di�•i t r �I %fir %0%0%0r� 0160 x,,•0 ,40 100.44 j� �4`,W, .p. .0 6 GEOTEXIILE FABRIC TO STABILIZE FOUNDATION ESPECIALLY IMPORTANT WHERE WETNESS IS ANTICIPATED) 03 TEMPORARY CONSTRUCTION ENTRANCE NOT TO SCALE THICKNESS 12" MINIMUM THICKNESS P GEOTEXIILE OTES) NOT TO SCALE 2 COARSE AGGREGATE EXTEND FABRIC TO 4" BELOW SURFACE TYPICAL TOPSOIL STOCKPILE FILTER FABRIC FLOW x SILT FENCE x ON WOVEN GEOTEXIILE FABRIC 10' TYPICAL NOT TO SCALE \ice \ice 3 THE BLANKET SHOULD NOT BE STRETCHED BUT ALLOWED TO LAY LOOSELY ON THE SOIL SURFACE TO ACHIEVE MAXIMUM BLANKET TO SOIL CONTACT. 5 IN HIGH VELOCITY CHANNEL APPUCATIONS, CHECK SLOTS SHOULD BE ESTABLISHED EVERY 35 40'. THE SLOTS SHOULD BE 6" WIDE BY 6 DEEP WITH THE BLANKET STAPLED IN THE BOTTOM OF THE SLOT, THEN BACKFILLED AND SEEDED. x x N SPACE POSTS PER MANUFACTURER RECOMMENDATIONS WOOD POST N.O.I. POSTING SIGN DETAIL (OR EQUIVALENT) SILT FENCE CONSTRUCTION NOT TO SCALE 1 THE EDGES OF THE BLANKET SHOULD BE BUTTED AGAINST EACH OTHER, THE EDGES OF THE SCC225 SHOULD BE OVERLAPPED 2 EROSION BLANKET INSATLLATION NOT TO SCALE LYWOOD 24" X 24* PAINTED WHITE LACK LETTERS 6" HEIGHT .5" LAG SCREWS WOOD POST 3 "X3 "X8' 05/,` SANDBAG DITCH EROSION CONTROL NOT TO SCALE 24" NOTE: POSTS SHALL HAVE A MINIMUM LENGTH OF 36 INCHES PLUS BURIAL DEPTH. POST MATERIAL SHALL BE WOOD, STEEL, OR SYNTHETIC, AND SHALL BE OF SUFFICIENT STRENGTH TO RESIST DAMAGE DURING INSTALLATION AND TO SUPPORT APPLIED LOADS. FABRIC SHALL BE A WOVEN GEOTEX1ILE FABRIC CONSISTING OF STRONG, ROT RESISTANT, MATERIALS RESISTANT TO DETERIORATION FROM ULTRAVIOLET AND HEAT EXPOSURE. 7 ROLL BLANKETS OUT IN DIRECTION ky OF WATER OW. CROSSBARS SILT FENCE MATERIA SILT FENCE EXTENDS 6" BELOW FINISHED GRADE NOTE: INLET PROTECTION SILT FENCE //4 NOTE: 2 ON SLOPE APPUCA11ONS, THE TOP OF THE BLANKET SHOULD BE "SLOTTED IN" ABOVE THE BREAK OF THE SLOPE OR AT A MINIMUM, STAPLED IN PLACE WITH STAPLES 6" APART ON THE END OF THE BLANKET. 1. SEE SILT FENCE DETAIL FOR MATERIAL SPECIFICATIONS. 2. SILT FENCE SHALL BE PREASSEMBLED BY SUPPLIER. DRIVE 2 X 2 STAKES OR 4 REBAR THROUGH THE SAND BAGS AND INTO THE GROUND 1 1/2 TO 2 FEET FOR ANCHORAGE. INSPECT THE BAG CHECK DAM AND PROVIDE NECESSARY MAINTENANCE FOLLOWING EACH STORM PERIOD. REMOVE THE BAGS AND STAKES ONCE PERMANENT DRAINAGE AND STABILIZATION IS RE- ESTABLISHED AND ALL CONSTRUCTION IS COMPLETED ON -SITE. 1 2" 4 ON LONG SLOPES, THE ENDS OF THE BLANKETS SHOULD BE OVERLAPPED 4 6" IN A "SHINGLE EFFECT". 6 PREPARATION OF THE SEED BED, INCLUDING APPUCATON OF LIME, FERTIUZER AND SEED SHOULD BE CONDUCTED AS NORMAL PRIOR TO INSTALLATION OF BLANKET. W 3' FILTER FABRIC UNDER STONE OUTLET PIPE DIAMETER OUTLET PIPE DIAMETER +2' BEEHIVE INLET OR DRAINAGE COVER LATHS 6 FACE OF #8 STONE OVER RIP -RAP STONE. x Co (3 MINIMUM)