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Home My WebLink About03090026 C4.1 Erosion Control DetailsEROSION CONTROL SCHEDULE EROSION CONTROL MEASURE MAINTENANCE INSTALLATION SEQUENCE STONE ENTRANCE AS NEEDED LBS/ 1000 SQ FT. PRIOR TO CLEARING AND GRADING ILT 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 SEE 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 TEMPORARY SEEDING WATER AS NEEDED 5 AFTER ROUGH GRADING PERMANENT SEEDING WATER AS NEEDED AFTER FINISH GRADING EROSION CONTROL MATTING WEEKLY, AFTER STORM EVENTS AND AS NEEDED AFTER FINISH GRADING STRAW BALES WEEKLY, AFTER STORM EVENTS AND AS NEEDED AFTER FINISH GRADING INLET PROTECTION WEEKLY, AFTER STORM EVENTS AND AS NEEDED AFTER EACH INLET IS PLACED DESIGN PHASE DEVELOPMENT STEEP BANKS AND CUTS 4. TALL FESCUE REMOVAL OF TREE PROTECTION N/A 5.8 -7.5 AFTER PERMANENT SEEDING REMOVAL OF STRAW BALES N/A KENTUCKY BLUEGRASS AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF INLET PROTECTION N/A 5 -14 AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF SILT FENCE N/A 35 AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED SPECIES SEEDING RATE SUITABLE pH SITE SUITABILITY MAY 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 's7'•\ '4 •••,\,,,,\V 3. KENTUCKY BLUEGRASS 15 .4 5.8 -7.5 2 1 1 CREEPING RED FESCUE 15 .4 12 -18 10 -20 DESIGN PHASE DEVELOPMENT 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 JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC NORM DRY y %i\ 3.5 LBS. 2 BU. COVER SEED 1" TO 1 1/2" DEEP x 1` r \Z T, SPRING OATS 2.3 LBS. 3 BU. COVER SEED 1" DEEP 's7'•\ '4 •••,\,,,,\V r,-W\ COVER SEED 1/4" DEEP C H KD. BY: R R H SCALE: 1" 6 0' 1 1 MED. PROJECT NUMBER 03-188 **-*4 x' 0 12 -18 10 -20 DESIGN PHASE DEVELOPMENT JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC NORM DRY WHEAT OR RYE 3.5 LBS. 2 BU. COVER SEED 1" TO 1 1/2" DEEP x 1` r \Z T, SPRING OATS 2.3 LBS. 3 BU. COVER SEED 1" DEEP ANNUAL RYEGRASS 1 LB. 40 LB. COVER SEED 1/4" DEEP C H KD. BY: R R H SCALE: 1" 6 0' ,DATE: 09/1 9/03 1 1 MED. PROJECT NUMBER 03-188 **-*4 x' 0 12 -18 10 -20 DESIGN PHASE DEVELOPMENT PLAN NUMBER C 4.1 SHEET OF EROSION CONTROL MEASURES MAINTENANCE REQUIREMENTS STRAW BALE DAM MAINTENANCE REQUIREMENTS: INSPECT STRAW BALE DAMS AFTER EACH STORM EVENT AND PROMPTLY REMOVE ANY SEDIMENT DEPOSITS TO ENSURE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN, TAKING CARE NOT TO UNDERMINE THE ENTRENCHED BALES. INSPECT PERIODICALLY FOR DETERIORATION OR DAMAGE FROM CONSTRUCTION ACTIVITIES AND REPAIR IMMEDIATELY. S. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ALL STRAW BALES AND SEDIMENT, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE IT. SILT FENCE MAINTENANCE REQUIREMENTS: I. INSPECT THE 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. I•. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEAN OUT. i. 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: I. INSPECT TEMPORARY SEDIMENT TRAPS AFTER EACH STORM EVENT IMMEDIATELY REPAIR ANY EROSION AND PIPING HOLES. REMOVE SEDIMENT WHEN IT HAS ACCUMULATED TO ONE -HALF THE DESIGN DEPTH. i. REPLACE SPILLWAY GRAVEL FACING IF CLOGGED. 1•. 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. 3. 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 STABILIZE. EROSION CONTROL BLANKET (SURFACE APPLIED) MAINTENANCE REQUIREMENTS: 1. DURING VEGETATIVE ESTABLISHMENT, 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. BAUKIN.G.; 1 GOOD 2 MEDIUM NOT TOLERANT SEEDBED PREPARATION SEED TOLERANCE SALT TOLERANCE (TO BOTH SQIL SALTS SPRAY) T TOLERANCE MT MEDIUM TOLERANCE S SLIGHT TOLERANCE APPLY LIME 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 FERTILIZE ACCORDING TO TEST. APPLICATION OF 150 LBS. OF AMMONIUM NITRATE ON AREAS LOW IN ORGANIC MATTER AND FERTILITY WILL GREATLY ENHANCE VEGETATIVE GROWTH. WORK THE FERTILIZER 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. EROSION AND SEDIMENT CONTROL PLAN SUMMARY AND "RULE 5" DATA PROJECT: HAMILTON CENTER WEST NATURE AND PURPOSE: OFFICES ESTIMATED START: N/A ESTIMATED COMPLETION OF SITE DEVELOPMENT: N/A FLOODPLAINS, FLOODWAY FRINGES, FLOODWAYS: N/A STREAMS, CHANNELS, DITCHES, WETLANDS, ETC.: REGULATED DRAIN EXISTING SOIL TYPES DESCRIPTION CROSBY SILT LOAM: DEEP, SOMEWHAT POORLY DRAINED SOIL BROOKSTON SILT LOAM: DEEP, POORLY DRAINED SOIL RECEIVING WATERS: CEMETARY CREEK POTENTIAL AREAS WHERE STORMWATER MAY ENTER GROUNDWATER: NONE KNOWN EXISTING VEGETATION: THE SITE IS CURRENTLY COVERED WITH GRASS AND CULTIVATED FIELDS. CONTACT PERSON: MR. DOUG PETERSON KITE DEVELOPMENT 30 SOUTH MERIDIAN STREET, SUITE 1100 INDIANAPOLIS, INDIANA 46204 (317) 767 -9807 ADJACENT LAND USE: NORTH RESIDENTIAL AGRICULTURAL SOUTH RESIDENTIAL AGRICULTURAL EAST COMMERCIAL SR 421 WEST RESIDENTIAL SITE SPECIFIC SEQUENCE AND ADDITIONAL NOTES: THE DRY DETENTION BASINS SHOULD BE CONSTRUCTED NEAR THE BEGINNING OF THE PROJECT TO TRAP RUNOFF AND ANY SILT FROM THE EARLY STAGES OF CONSTRUCTION. THE PERIMETER SILT FENCES SHOULD BE CONSTRUCTED AND STABILIZED AS EARLY AS PRACTICAL TO PREVENT RUN -OFF FROM LEAVING THE SITE OR CLEAN OFF -SITE WATER FROM WASHING THROUGH THE SITE. EROSION CONTROL AND INLET PROTECTION SHALL BE INSTALLED IMMEDIATELY AFTER INSTALLATION OF STORM SEWERS. SEED TOLERANCE CHART 1 PREFERRED 2 WILL TOLERATE INOCULATE WITH SPECIFIC INOCULANT. SEEDING DETAIL WHEAT OR RYE OATS ANNUAL RYEGRASS NON- IRRIGATED* IRRIGATED DORMANT SEEDING TEMPORARY SEEDING DATES PERMANENT SEEDING DATES EXTEND FABRIC TO 4" BELOW SURFACE 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. INCREASE SEEDING APPLICATION BY 50 NOT NECESSARY WHERE MULCH IS APPLIED. V'v FILTER FABRIC NON WOVEN GEOTEXTILE FABRIC FLOW 12" MINIMUM THICKNESS AGGREGATE SPACE POSTS PER MANUFACTURER RECOMMENDATIONS WOOD POST SILT FENCE CONSTRUCTION GEOTEXTILE FABRIC TO STABILIZE FOUNDATION (ESPECIALLY IMPORTANT WHERE WETNESS IS ANTICIPATED) NOT TO SCALE TEMPORARY CONSTRUCTION ENTRANCE NOT TO SCALE io X x SLOPE LENGTH FT. 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 GEOTEXTILE FABRIC CONSISTING or STRONG, ROT RESISTANT, MATERIALS RESISTANT TO DETERIORATION FROM ULTRAVIOLET AND HEAT EXPOSURE. Sp. A Mi 3' t x X x 300 275 250 225 200 175 150 125 100 75 50 25 1 STAPLE PER SQ. YD. 4:1 3:1 1 /2" P 1 GENERAL STAPLE RECOMMENDATIONS X x x x x x B A C B A C B C 8 C 2:1 SLOPE GRADIENT 1:1 B 3' 1 1/2" 1 1 1 b STAPLES PER SQ. YD. CHANNEL LINING COMPACTED SOIL TO PREVENT PIPING N STACKED SAND BAGS NOTES; 1. SANDBAGS TO CONSIST OF BURLAP OR WOVEN GEOTEXTILE FABRIC, MUST BE FILLED WITH GRAVEL, LAYERED AND PACKED TIGHTLY. 2. SANDBAGS TO BE STACKED TWO OR THREE HIGH. 3. ONE SANDBAG TO BE LEFT OUT OF TOP ROW TO PROVIDE A SPILLWAY FOR OVERFLOW. 4. SANDBAGS TO BE USED AFTER PAVEMENT INSTALLATION. PRIOR TO PAVEMENT INSTALLATION, STRAW BALE PROTECTION IS TO BE USED. 5. SANDBAGS TO BE PLACED AROUND NEW DRAINAGE STRUCTURES TO PREVENT SILT AND DEBRIS FROM ENTERING DOWNSTREAM DRAINAGE FACILITIES. SANDBAGS SHALL BE MAINTAINED UNTIL ALL SITE WORK IS COMPLETE. 3' X SECTION STORM INLET SAND BAG PROTECTION NOT TO SCALE C EROSION CONTROL MAT INSTALLATION GUIDE DETAIL 02 NOT TO SCALE 2 x 2 STAPLES PER SQ. YD. x SAND BAGS TO BE PRESSED AGAINST STRUCTURE AND GROUND TO CREATE SUFFICIENT SEAL -STORM INLET STRUCTURE ADDITIONAL STAPLES AS REQUIRED DUE TO DEPTH OF FLOW NOTES CHANNEL LININGS UTILIZE STAPLE PATTERN "C" WITH ADDITIONAL STAPLES ON SIDE SLOPES AT PROJECTED WATER LINE. STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN GREEN EROSION CONTROL BLANKETS. STAPLE PATTERNS MAY VARY DEPENDING UPON SOIL TYPE AND AVERAGE RAINFALL. AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE DRAINAGE OVER LARGE AREAS IS DIRECTED ONTO THE BLANKETS, STAPLE PATTERN "C" SHOULD BE UTILIZED. r Pri z 0 I (f 0. ti W•- w N 5kr) w t Z O Q IY p Z 0 H W tY 0 a. C) Q Li) z .4 r O N TEMPORARY SEEDINGS ILI CLOSE MOWING TO 2-3 1/2 INCHES TRAMPING TOLERANCE FERTILITY NEEDS TYPE OF SEED 1000 SQ. FT. ACRE REMARKS SOIL TOLERANCE WET NORM DRY WHEAT OR RYE 3.5 LBS. 2 BU. COVER SEED 1" TO 1 1/2" DEEP x 1` X v i 111 X \Z T, SPRING OATS 2.3 LBS. 3 BU. COVER SEED 1" DEEP V ,X y 4 `J ANNUAL RYEGRASS 1 LB. 40 LB. COVER SEED 1/4" DEEP EROSION CONTROL MEASURES MAINTENANCE REQUIREMENTS STRAW BALE DAM MAINTENANCE REQUIREMENTS: INSPECT STRAW BALE DAMS AFTER EACH STORM EVENT AND PROMPTLY REMOVE ANY SEDIMENT DEPOSITS TO ENSURE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN, TAKING CARE NOT TO UNDERMINE THE ENTRENCHED BALES. INSPECT PERIODICALLY FOR DETERIORATION OR DAMAGE FROM CONSTRUCTION ACTIVITIES AND REPAIR IMMEDIATELY. S. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ALL STRAW BALES AND SEDIMENT, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE IT. SILT FENCE MAINTENANCE REQUIREMENTS: I. INSPECT THE 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. I•. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEAN OUT. i. 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: I. INSPECT TEMPORARY SEDIMENT TRAPS AFTER EACH STORM EVENT IMMEDIATELY REPAIR ANY EROSION AND PIPING HOLES. REMOVE SEDIMENT WHEN IT HAS ACCUMULATED TO ONE -HALF THE DESIGN DEPTH. i. REPLACE SPILLWAY GRAVEL FACING IF CLOGGED. 1•. 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. 3. 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 STABILIZE. EROSION CONTROL BLANKET (SURFACE APPLIED) MAINTENANCE REQUIREMENTS: 1. DURING VEGETATIVE ESTABLISHMENT, 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. BAUKIN.G.; 1 GOOD 2 MEDIUM NOT TOLERANT SEEDBED PREPARATION SEED TOLERANCE SALT TOLERANCE (TO BOTH SQIL SALTS SPRAY) T TOLERANCE MT MEDIUM TOLERANCE S SLIGHT TOLERANCE APPLY LIME 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 FERTILIZE ACCORDING TO TEST. APPLICATION OF 150 LBS. OF AMMONIUM NITRATE ON AREAS LOW IN ORGANIC MATTER AND FERTILITY WILL GREATLY ENHANCE VEGETATIVE GROWTH. WORK THE FERTILIZER 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. EROSION AND SEDIMENT CONTROL PLAN SUMMARY AND "RULE 5" DATA PROJECT: HAMILTON CENTER WEST NATURE AND PURPOSE: OFFICES ESTIMATED START: N/A ESTIMATED COMPLETION OF SITE DEVELOPMENT: N/A FLOODPLAINS, FLOODWAY FRINGES, FLOODWAYS: N/A STREAMS, CHANNELS, DITCHES, WETLANDS, ETC.: REGULATED DRAIN EXISTING SOIL TYPES DESCRIPTION CROSBY SILT LOAM: DEEP, SOMEWHAT POORLY DRAINED SOIL BROOKSTON SILT LOAM: DEEP, POORLY DRAINED SOIL RECEIVING WATERS: CEMETARY CREEK POTENTIAL AREAS WHERE STORMWATER MAY ENTER GROUNDWATER: NONE KNOWN EXISTING VEGETATION: THE SITE IS CURRENTLY COVERED WITH GRASS AND CULTIVATED FIELDS. CONTACT PERSON: MR. DOUG PETERSON KITE DEVELOPMENT 30 SOUTH MERIDIAN STREET, SUITE 1100 INDIANAPOLIS, INDIANA 46204 (317) 767 -9807 ADJACENT LAND USE: NORTH RESIDENTIAL AGRICULTURAL SOUTH RESIDENTIAL AGRICULTURAL EAST COMMERCIAL SR 421 WEST RESIDENTIAL SITE SPECIFIC SEQUENCE AND ADDITIONAL NOTES: THE DRY DETENTION BASINS SHOULD BE CONSTRUCTED NEAR THE BEGINNING OF THE PROJECT TO TRAP RUNOFF AND ANY SILT FROM THE EARLY STAGES OF CONSTRUCTION. THE PERIMETER SILT FENCES SHOULD BE CONSTRUCTED AND STABILIZED AS EARLY AS PRACTICAL TO PREVENT RUN -OFF FROM LEAVING THE SITE OR CLEAN OFF -SITE WATER FROM WASHING THROUGH THE SITE. EROSION CONTROL AND INLET PROTECTION SHALL BE INSTALLED IMMEDIATELY AFTER INSTALLATION OF STORM SEWERS. SEED TOLERANCE CHART 1 PREFERRED 2 WILL TOLERATE INOCULATE WITH SPECIFIC INOCULANT. SEEDING DETAIL WHEAT OR RYE OATS ANNUAL RYEGRASS NON- IRRIGATED* IRRIGATED DORMANT SEEDING TEMPORARY SEEDING DATES PERMANENT SEEDING DATES EXTEND FABRIC TO 4" BELOW SURFACE 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. INCREASE SEEDING APPLICATION BY 50 NOT NECESSARY WHERE MULCH IS APPLIED. V'v FILTER FABRIC NON WOVEN GEOTEXTILE FABRIC FLOW 12" MINIMUM THICKNESS AGGREGATE SPACE POSTS PER MANUFACTURER RECOMMENDATIONS WOOD POST SILT FENCE CONSTRUCTION GEOTEXTILE FABRIC TO STABILIZE FOUNDATION (ESPECIALLY IMPORTANT WHERE WETNESS IS ANTICIPATED) NOT TO SCALE TEMPORARY CONSTRUCTION ENTRANCE NOT TO SCALE io X x SLOPE LENGTH FT. 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 GEOTEXTILE FABRIC CONSISTING or STRONG, ROT RESISTANT, MATERIALS RESISTANT TO DETERIORATION FROM ULTRAVIOLET AND HEAT EXPOSURE. Sp. A Mi 3' t x X x 300 275 250 225 200 175 150 125 100 75 50 25 1 STAPLE PER SQ. YD. 4:1 3:1 1 /2" P 1 GENERAL STAPLE RECOMMENDATIONS X x x x x x B A C B A C B C 8 C 2:1 SLOPE GRADIENT 1:1 B 3' 1 1/2" 1 1 1 b STAPLES PER SQ. YD. CHANNEL LINING COMPACTED SOIL TO PREVENT PIPING N STACKED SAND BAGS NOTES; 1. SANDBAGS TO CONSIST OF BURLAP OR WOVEN GEOTEXTILE FABRIC, MUST BE FILLED WITH GRAVEL, LAYERED AND PACKED TIGHTLY. 2. SANDBAGS TO BE STACKED TWO OR THREE HIGH. 3. ONE SANDBAG TO BE LEFT OUT OF TOP ROW TO PROVIDE A SPILLWAY FOR OVERFLOW. 4. SANDBAGS TO BE USED AFTER PAVEMENT INSTALLATION. PRIOR TO PAVEMENT INSTALLATION, STRAW BALE PROTECTION IS TO BE USED. 5. SANDBAGS TO BE PLACED AROUND NEW DRAINAGE STRUCTURES TO PREVENT SILT AND DEBRIS FROM ENTERING DOWNSTREAM DRAINAGE FACILITIES. SANDBAGS SHALL BE MAINTAINED UNTIL ALL SITE WORK IS COMPLETE. 3' X SECTION STORM INLET SAND BAG PROTECTION NOT TO SCALE C EROSION CONTROL MAT INSTALLATION GUIDE DETAIL 02 NOT TO SCALE 2 x 2 STAPLES PER SQ. YD. x SAND BAGS TO BE PRESSED AGAINST STRUCTURE AND GROUND TO CREATE SUFFICIENT SEAL -STORM INLET STRUCTURE ADDITIONAL STAPLES AS REQUIRED DUE TO DEPTH OF FLOW NOTES CHANNEL LININGS UTILIZE STAPLE PATTERN "C" WITH ADDITIONAL STAPLES ON SIDE SLOPES AT PROJECTED WATER LINE. STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN GREEN EROSION CONTROL BLANKETS. STAPLE PATTERNS MAY VARY DEPENDING UPON SOIL TYPE AND AVERAGE RAINFALL. AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE DRAINAGE OVER LARGE AREAS IS DIRECTED ONTO THE BLANKETS, STAPLE PATTERN "C" SHOULD BE UTILIZED. r Pri z 0 I (f 0. ti W•- w N 5kr) w t Z O Q IY p Z 0 H W tY 0 a. C) Q Li) z .4 r O N Z ILI CLOSE MOWING TO 2-3 1/2 INCHES TRAMPING TOLERANCE FERTILITY NEEDS WINTER HARDINESS P FLOODING TOLERANCE (DAYS) MATURE HEIGHT (INCHES) EMERGENCE TIME (DAYS) SOIL TOLERANCE WET NORM DRY ES' 1 A] SOIL SPRAY ,K `s, x 1` X v i 111 X \Z T, u y r r h j •i r yX i ,f X f V ,X y 4 `J X f l r j V 7.,, Y'\<<\/.;\ i� X �!r f� i x 1 KENTUCKY BLUEGRASS POA PROTINSIS K A F 40 A EROSION CONTROL MEASURES MAINTENANCE REQUIREMENTS STRAW BALE DAM MAINTENANCE REQUIREMENTS: INSPECT STRAW BALE DAMS AFTER EACH STORM EVENT AND PROMPTLY REMOVE ANY SEDIMENT DEPOSITS TO ENSURE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN, TAKING CARE NOT TO UNDERMINE THE ENTRENCHED BALES. INSPECT PERIODICALLY FOR DETERIORATION OR DAMAGE FROM CONSTRUCTION ACTIVITIES AND REPAIR IMMEDIATELY. S. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ALL STRAW BALES AND SEDIMENT, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE IT. SILT FENCE MAINTENANCE REQUIREMENTS: I. INSPECT THE 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. I•. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEAN OUT. i. 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: I. INSPECT TEMPORARY SEDIMENT TRAPS AFTER EACH STORM EVENT IMMEDIATELY REPAIR ANY EROSION AND PIPING HOLES. REMOVE SEDIMENT WHEN IT HAS ACCUMULATED TO ONE -HALF THE DESIGN DEPTH. i. REPLACE SPILLWAY GRAVEL FACING IF CLOGGED. 1•. 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. 3. 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 STABILIZE. EROSION CONTROL BLANKET (SURFACE APPLIED) MAINTENANCE REQUIREMENTS: 1. DURING VEGETATIVE ESTABLISHMENT, 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. BAUKIN.G.; 1 GOOD 2 MEDIUM NOT TOLERANT SEEDBED PREPARATION SEED TOLERANCE SALT TOLERANCE (TO BOTH SQIL SALTS SPRAY) T TOLERANCE MT MEDIUM TOLERANCE S SLIGHT TOLERANCE APPLY LIME 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 FERTILIZE ACCORDING TO TEST. APPLICATION OF 150 LBS. OF AMMONIUM NITRATE ON AREAS LOW IN ORGANIC MATTER AND FERTILITY WILL GREATLY ENHANCE VEGETATIVE GROWTH. WORK THE FERTILIZER 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. EROSION AND SEDIMENT CONTROL PLAN SUMMARY AND "RULE 5" DATA PROJECT: HAMILTON CENTER WEST NATURE AND PURPOSE: OFFICES ESTIMATED START: N/A ESTIMATED COMPLETION OF SITE DEVELOPMENT: N/A FLOODPLAINS, FLOODWAY FRINGES, FLOODWAYS: N/A STREAMS, CHANNELS, DITCHES, WETLANDS, ETC.: REGULATED DRAIN EXISTING SOIL TYPES DESCRIPTION CROSBY SILT LOAM: DEEP, SOMEWHAT POORLY DRAINED SOIL BROOKSTON SILT LOAM: DEEP, POORLY DRAINED SOIL RECEIVING WATERS: CEMETARY CREEK POTENTIAL AREAS WHERE STORMWATER MAY ENTER GROUNDWATER: NONE KNOWN EXISTING VEGETATION: THE SITE IS CURRENTLY COVERED WITH GRASS AND CULTIVATED FIELDS. CONTACT PERSON: MR. DOUG PETERSON KITE DEVELOPMENT 30 SOUTH MERIDIAN STREET, SUITE 1100 INDIANAPOLIS, INDIANA 46204 (317) 767 -9807 ADJACENT LAND USE: NORTH RESIDENTIAL AGRICULTURAL SOUTH RESIDENTIAL AGRICULTURAL EAST COMMERCIAL SR 421 WEST RESIDENTIAL SITE SPECIFIC SEQUENCE AND ADDITIONAL NOTES: THE DRY DETENTION BASINS SHOULD BE CONSTRUCTED NEAR THE BEGINNING OF THE PROJECT TO TRAP RUNOFF AND ANY SILT FROM THE EARLY STAGES OF CONSTRUCTION. THE PERIMETER SILT FENCES SHOULD BE CONSTRUCTED AND STABILIZED AS EARLY AS PRACTICAL TO PREVENT RUN -OFF FROM LEAVING THE SITE OR CLEAN OFF -SITE WATER FROM WASHING THROUGH THE SITE. EROSION CONTROL AND INLET PROTECTION SHALL BE INSTALLED IMMEDIATELY AFTER INSTALLATION OF STORM SEWERS. SEED TOLERANCE CHART 1 PREFERRED 2 WILL TOLERATE INOCULATE WITH SPECIFIC INOCULANT. SEEDING DETAIL WHEAT OR RYE OATS ANNUAL RYEGRASS NON- IRRIGATED* IRRIGATED DORMANT SEEDING TEMPORARY SEEDING DATES PERMANENT SEEDING DATES EXTEND FABRIC TO 4" BELOW SURFACE 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. INCREASE SEEDING APPLICATION BY 50 NOT NECESSARY WHERE MULCH IS APPLIED. V'v FILTER FABRIC NON WOVEN GEOTEXTILE FABRIC FLOW 12" MINIMUM THICKNESS AGGREGATE SPACE POSTS PER MANUFACTURER RECOMMENDATIONS WOOD POST SILT FENCE CONSTRUCTION GEOTEXTILE FABRIC TO STABILIZE FOUNDATION (ESPECIALLY IMPORTANT WHERE WETNESS IS ANTICIPATED) NOT TO SCALE TEMPORARY CONSTRUCTION ENTRANCE NOT TO SCALE io X x SLOPE LENGTH FT. 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 GEOTEXTILE FABRIC CONSISTING or STRONG, ROT RESISTANT, MATERIALS RESISTANT TO DETERIORATION FROM ULTRAVIOLET AND HEAT EXPOSURE. Sp. A Mi 3' t x X x 300 275 250 225 200 175 150 125 100 75 50 25 1 STAPLE PER SQ. YD. 4:1 3:1 1 /2" P 1 GENERAL STAPLE RECOMMENDATIONS X x x x x x B A C B A C B C 8 C 2:1 SLOPE GRADIENT 1:1 B 3' 1 1/2" 1 1 1 b STAPLES PER SQ. YD. CHANNEL LINING COMPACTED SOIL TO PREVENT PIPING N STACKED SAND BAGS NOTES; 1. SANDBAGS TO CONSIST OF BURLAP OR WOVEN GEOTEXTILE FABRIC, MUST BE FILLED WITH GRAVEL, LAYERED AND PACKED TIGHTLY. 2. SANDBAGS TO BE STACKED TWO OR THREE HIGH. 3. ONE SANDBAG TO BE LEFT OUT OF TOP ROW TO PROVIDE A SPILLWAY FOR OVERFLOW. 4. SANDBAGS TO BE USED AFTER PAVEMENT INSTALLATION. PRIOR TO PAVEMENT INSTALLATION, STRAW BALE PROTECTION IS TO BE USED. 5. SANDBAGS TO BE PLACED AROUND NEW DRAINAGE STRUCTURES TO PREVENT SILT AND DEBRIS FROM ENTERING DOWNSTREAM DRAINAGE FACILITIES. SANDBAGS SHALL BE MAINTAINED UNTIL ALL SITE WORK IS COMPLETE. 3' X SECTION STORM INLET SAND BAG PROTECTION NOT TO SCALE C EROSION CONTROL MAT INSTALLATION GUIDE DETAIL 02 NOT TO SCALE 2 x 2 STAPLES PER SQ. YD. x SAND BAGS TO BE PRESSED AGAINST STRUCTURE AND GROUND TO CREATE SUFFICIENT SEAL -STORM INLET STRUCTURE ADDITIONAL STAPLES AS REQUIRED DUE TO DEPTH OF FLOW NOTES CHANNEL LININGS UTILIZE STAPLE PATTERN "C" WITH ADDITIONAL STAPLES ON SIDE SLOPES AT PROJECTED WATER LINE. STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN GREEN EROSION CONTROL BLANKETS. STAPLE PATTERNS MAY VARY DEPENDING UPON SOIL TYPE AND AVERAGE RAINFALL. AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE DRAINAGE OVER LARGE AREAS IS DIRECTED ONTO THE BLANKETS, STAPLE PATTERN "C" SHOULD BE UTILIZED. r Pri z 0 I (f 0. ti W•- w N 5kr) w t Z O Q IY p Z 0 H W tY 0 a. C) Q Li) z .4 r O N Z ILI CLOSE MOWING TO 2-3 1/2 INCHES TRAMPING TOLERANCE FERTILITY NEEDS WINTER HARDINESS P FLOODING TOLERANCE (DAYS) MATURE HEIGHT (INCHES) EMERGENCE TIME (DAYS) SOIL TOLERANCE WET NORM DRY ES' 1 A] SOIL SPRAY CREEPING RED FESCUE FESTUCA RUBRA 2 1 2 1 1 1 MED. 1 20 -25 12 -18 7 -21 S KENTUCKY BLUEGRASS POA PROTINSIS r DWN BY: K R C C H KD. BY: R R H SCALE: 1" 6 0' ,DATE: 09/1 9/03 1 1 MED. PROJECT NUMBER 03-188 20 -35 12 -18 10 -20 DESIGN PHASE DEVELOPMENT PLAN NUMBER C 4.1 SHEET OF EROSION CONTROL MEASURES MAINTENANCE REQUIREMENTS STRAW BALE DAM MAINTENANCE REQUIREMENTS: INSPECT STRAW BALE DAMS AFTER EACH STORM EVENT AND PROMPTLY REMOVE ANY SEDIMENT DEPOSITS TO ENSURE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN, TAKING CARE NOT TO UNDERMINE THE ENTRENCHED BALES. INSPECT PERIODICALLY FOR DETERIORATION OR DAMAGE FROM CONSTRUCTION ACTIVITIES AND REPAIR IMMEDIATELY. S. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ALL STRAW BALES AND SEDIMENT, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE IT. SILT FENCE MAINTENANCE REQUIREMENTS: I. INSPECT THE 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. I•. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEAN OUT. i. 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: I. INSPECT TEMPORARY SEDIMENT TRAPS AFTER EACH STORM EVENT IMMEDIATELY REPAIR ANY EROSION AND PIPING HOLES. REMOVE SEDIMENT WHEN IT HAS ACCUMULATED TO ONE -HALF THE DESIGN DEPTH. i. REPLACE SPILLWAY GRAVEL FACING IF CLOGGED. 1•. 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. 3. 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 STABILIZE. EROSION CONTROL BLANKET (SURFACE APPLIED) MAINTENANCE REQUIREMENTS: 1. DURING VEGETATIVE ESTABLISHMENT, 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. BAUKIN.G.; 1 GOOD 2 MEDIUM NOT TOLERANT SEEDBED PREPARATION SEED TOLERANCE SALT TOLERANCE (TO BOTH SQIL SALTS SPRAY) T TOLERANCE MT MEDIUM TOLERANCE S SLIGHT TOLERANCE APPLY LIME 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 FERTILIZE ACCORDING TO TEST. APPLICATION OF 150 LBS. OF AMMONIUM NITRATE ON AREAS LOW IN ORGANIC MATTER AND FERTILITY WILL GREATLY ENHANCE VEGETATIVE GROWTH. WORK THE FERTILIZER 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. EROSION AND SEDIMENT CONTROL PLAN SUMMARY AND "RULE 5" DATA PROJECT: HAMILTON CENTER WEST NATURE AND PURPOSE: OFFICES ESTIMATED START: N/A ESTIMATED COMPLETION OF SITE DEVELOPMENT: N/A FLOODPLAINS, FLOODWAY FRINGES, FLOODWAYS: N/A STREAMS, CHANNELS, DITCHES, WETLANDS, ETC.: REGULATED DRAIN EXISTING SOIL TYPES DESCRIPTION CROSBY SILT LOAM: DEEP, SOMEWHAT POORLY DRAINED SOIL BROOKSTON SILT LOAM: DEEP, POORLY DRAINED SOIL RECEIVING WATERS: CEMETARY CREEK POTENTIAL AREAS WHERE STORMWATER MAY ENTER GROUNDWATER: NONE KNOWN EXISTING VEGETATION: THE SITE IS CURRENTLY COVERED WITH GRASS AND CULTIVATED FIELDS. CONTACT PERSON: MR. DOUG PETERSON KITE DEVELOPMENT 30 SOUTH MERIDIAN STREET, SUITE 1100 INDIANAPOLIS, INDIANA 46204 (317) 767 -9807 ADJACENT LAND USE: NORTH RESIDENTIAL AGRICULTURAL SOUTH RESIDENTIAL AGRICULTURAL EAST COMMERCIAL SR 421 WEST RESIDENTIAL SITE SPECIFIC SEQUENCE AND ADDITIONAL NOTES: THE DRY DETENTION BASINS SHOULD BE CONSTRUCTED NEAR THE BEGINNING OF THE PROJECT TO TRAP RUNOFF AND ANY SILT FROM THE EARLY STAGES OF CONSTRUCTION. THE PERIMETER SILT FENCES SHOULD BE CONSTRUCTED AND STABILIZED AS EARLY AS PRACTICAL TO PREVENT RUN -OFF FROM LEAVING THE SITE OR CLEAN OFF -SITE WATER FROM WASHING THROUGH THE SITE. EROSION CONTROL AND INLET PROTECTION SHALL BE INSTALLED IMMEDIATELY AFTER INSTALLATION OF STORM SEWERS. SEED TOLERANCE CHART 1 PREFERRED 2 WILL TOLERATE INOCULATE WITH SPECIFIC INOCULANT. SEEDING DETAIL WHEAT OR RYE OATS ANNUAL RYEGRASS NON- IRRIGATED* IRRIGATED DORMANT SEEDING TEMPORARY SEEDING DATES PERMANENT SEEDING DATES EXTEND FABRIC TO 4" BELOW SURFACE 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. INCREASE SEEDING APPLICATION BY 50 NOT NECESSARY WHERE MULCH IS APPLIED. V'v FILTER FABRIC NON WOVEN GEOTEXTILE FABRIC FLOW 12" MINIMUM THICKNESS AGGREGATE SPACE POSTS PER MANUFACTURER RECOMMENDATIONS WOOD POST SILT FENCE CONSTRUCTION GEOTEXTILE FABRIC TO STABILIZE FOUNDATION (ESPECIALLY IMPORTANT WHERE WETNESS IS ANTICIPATED) NOT TO SCALE TEMPORARY CONSTRUCTION ENTRANCE NOT TO SCALE io X x SLOPE LENGTH FT. 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 GEOTEXTILE FABRIC CONSISTING or STRONG, ROT RESISTANT, MATERIALS RESISTANT TO DETERIORATION FROM ULTRAVIOLET AND HEAT EXPOSURE. Sp. A Mi 3' t x X x 300 275 250 225 200 175 150 125 100 75 50 25 1 STAPLE PER SQ. YD. 4:1 3:1 1 /2" P 1 GENERAL STAPLE RECOMMENDATIONS X x x x x x B A C B A C B C 8 C 2:1 SLOPE GRADIENT 1:1 B 3' 1 1/2" 1 1 1 b STAPLES PER SQ. YD. CHANNEL LINING COMPACTED SOIL TO PREVENT PIPING N STACKED SAND BAGS NOTES; 1. SANDBAGS TO CONSIST OF BURLAP OR WOVEN GEOTEXTILE FABRIC, MUST BE FILLED WITH GRAVEL, LAYERED AND PACKED TIGHTLY. 2. SANDBAGS TO BE STACKED TWO OR THREE HIGH. 3. ONE SANDBAG TO BE LEFT OUT OF TOP ROW TO PROVIDE A SPILLWAY FOR OVERFLOW. 4. SANDBAGS TO BE USED AFTER PAVEMENT INSTALLATION. PRIOR TO PAVEMENT INSTALLATION, STRAW BALE PROTECTION IS TO BE USED. 5. SANDBAGS TO BE PLACED AROUND NEW DRAINAGE STRUCTURES TO PREVENT SILT AND DEBRIS FROM ENTERING DOWNSTREAM DRAINAGE FACILITIES. SANDBAGS SHALL BE MAINTAINED UNTIL ALL SITE WORK IS COMPLETE. 3' X SECTION STORM INLET SAND BAG PROTECTION NOT TO SCALE C EROSION CONTROL MAT INSTALLATION GUIDE DETAIL 02 NOT TO SCALE 2 x 2 STAPLES PER SQ. YD. x SAND BAGS TO BE PRESSED AGAINST STRUCTURE AND GROUND TO CREATE SUFFICIENT SEAL -STORM INLET STRUCTURE ADDITIONAL STAPLES AS REQUIRED DUE TO DEPTH OF FLOW NOTES CHANNEL LININGS UTILIZE STAPLE PATTERN "C" WITH ADDITIONAL STAPLES ON SIDE SLOPES AT PROJECTED WATER LINE. STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN GREEN EROSION CONTROL BLANKETS. STAPLE PATTERNS MAY VARY DEPENDING UPON SOIL TYPE AND AVERAGE RAINFALL. AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE DRAINAGE OVER LARGE AREAS IS DIRECTED ONTO THE BLANKETS, STAPLE PATTERN "C" SHOULD BE UTILIZED. r Pri z 0 I (f 0. ti W•- w N 5kr) w t Z O Q IY p Z 0 H W tY 0 a. C) Q Li) z .4 r O N SOIL CONDITION SHADE TOLERANCE CLOSE MOWING TO 2-3 1/2 INCHES TRAMPING TOLERANCE FERTILITY NEEDS WINTER HARDINESS P FLOODING TOLERANCE (DAYS) MATURE HEIGHT (INCHES) EMERGENCE TIME (DAYS) SOIL TOLERANCE WET NORM DRY GEN. SOIL SPRAY CREEPING RED FESCUE FESTUCA RUBRA 2 1 2 1 1 1 MED. 1 20 -25 12 -18 7 -21 S KENTUCKY BLUEGRASS POA PROTINSIS 2 1 2 1 1 1 MED. 1 20 -35 12 -18 10 -20 MT TALL FESCUE FESTUCA L. ARUNDINACEA 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 EROSION CONTROL MEASURES MAINTENANCE REQUIREMENTS STRAW BALE DAM MAINTENANCE REQUIREMENTS: INSPECT STRAW BALE DAMS AFTER EACH STORM EVENT AND PROMPTLY REMOVE ANY SEDIMENT DEPOSITS TO ENSURE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN, TAKING CARE NOT TO UNDERMINE THE ENTRENCHED BALES. INSPECT PERIODICALLY FOR DETERIORATION OR DAMAGE FROM CONSTRUCTION ACTIVITIES AND REPAIR IMMEDIATELY. S. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ALL STRAW BALES AND SEDIMENT, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE IT. SILT FENCE MAINTENANCE REQUIREMENTS: I. INSPECT THE 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. I•. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEAN OUT. i. 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: I. INSPECT TEMPORARY SEDIMENT TRAPS AFTER EACH STORM EVENT IMMEDIATELY REPAIR ANY EROSION AND PIPING HOLES. REMOVE SEDIMENT WHEN IT HAS ACCUMULATED TO ONE -HALF THE DESIGN DEPTH. i. REPLACE SPILLWAY GRAVEL FACING IF CLOGGED. 1•. 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. 3. 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 STABILIZE. EROSION CONTROL BLANKET (SURFACE APPLIED) MAINTENANCE REQUIREMENTS: 1. DURING VEGETATIVE ESTABLISHMENT, 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. BAUKIN.G.; 1 GOOD 2 MEDIUM NOT TOLERANT SEEDBED PREPARATION SEED TOLERANCE SALT TOLERANCE (TO BOTH SQIL SALTS SPRAY) T TOLERANCE MT MEDIUM TOLERANCE S SLIGHT TOLERANCE APPLY LIME 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 FERTILIZE ACCORDING TO TEST. APPLICATION OF 150 LBS. OF AMMONIUM NITRATE ON AREAS LOW IN ORGANIC MATTER AND FERTILITY WILL GREATLY ENHANCE VEGETATIVE GROWTH. WORK THE FERTILIZER 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. EROSION AND SEDIMENT CONTROL PLAN SUMMARY AND "RULE 5" DATA PROJECT: HAMILTON CENTER WEST NATURE AND PURPOSE: OFFICES ESTIMATED START: N/A ESTIMATED COMPLETION OF SITE DEVELOPMENT: N/A FLOODPLAINS, FLOODWAY FRINGES, FLOODWAYS: N/A STREAMS, CHANNELS, DITCHES, WETLANDS, ETC.: REGULATED DRAIN EXISTING SOIL TYPES DESCRIPTION CROSBY SILT LOAM: DEEP, SOMEWHAT POORLY DRAINED SOIL BROOKSTON SILT LOAM: DEEP, POORLY DRAINED SOIL RECEIVING WATERS: CEMETARY CREEK POTENTIAL AREAS WHERE STORMWATER MAY ENTER GROUNDWATER: NONE KNOWN EXISTING VEGETATION: THE SITE IS CURRENTLY COVERED WITH GRASS AND CULTIVATED FIELDS. CONTACT PERSON: MR. DOUG PETERSON KITE DEVELOPMENT 30 SOUTH MERIDIAN STREET, SUITE 1100 INDIANAPOLIS, INDIANA 46204 (317) 767 -9807 ADJACENT LAND USE: NORTH RESIDENTIAL AGRICULTURAL SOUTH RESIDENTIAL AGRICULTURAL EAST COMMERCIAL SR 421 WEST RESIDENTIAL SITE SPECIFIC SEQUENCE AND ADDITIONAL NOTES: THE DRY DETENTION BASINS SHOULD BE CONSTRUCTED NEAR THE BEGINNING OF THE PROJECT TO TRAP RUNOFF AND ANY SILT FROM THE EARLY STAGES OF CONSTRUCTION. THE PERIMETER SILT FENCES SHOULD BE CONSTRUCTED AND STABILIZED AS EARLY AS PRACTICAL TO PREVENT RUN -OFF FROM LEAVING THE SITE OR CLEAN OFF -SITE WATER FROM WASHING THROUGH THE SITE. EROSION CONTROL AND INLET PROTECTION SHALL BE INSTALLED IMMEDIATELY AFTER INSTALLATION OF STORM SEWERS. SEED TOLERANCE CHART 1 PREFERRED 2 WILL TOLERATE INOCULATE WITH SPECIFIC INOCULANT. SEEDING DETAIL WHEAT OR RYE OATS ANNUAL RYEGRASS NON- IRRIGATED* IRRIGATED DORMANT SEEDING TEMPORARY SEEDING DATES PERMANENT SEEDING DATES EXTEND FABRIC TO 4" BELOW SURFACE 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. INCREASE SEEDING APPLICATION BY 50 NOT NECESSARY WHERE MULCH IS APPLIED. V'v FILTER FABRIC NON WOVEN GEOTEXTILE FABRIC FLOW 12" MINIMUM THICKNESS AGGREGATE SPACE POSTS PER MANUFACTURER RECOMMENDATIONS WOOD POST SILT FENCE CONSTRUCTION GEOTEXTILE FABRIC TO STABILIZE FOUNDATION (ESPECIALLY IMPORTANT WHERE WETNESS IS ANTICIPATED) NOT TO SCALE TEMPORARY CONSTRUCTION ENTRANCE NOT TO SCALE io X x SLOPE LENGTH FT. 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 GEOTEXTILE FABRIC CONSISTING or STRONG, ROT RESISTANT, MATERIALS RESISTANT TO DETERIORATION FROM ULTRAVIOLET AND HEAT EXPOSURE. Sp. A Mi 3' t x X x 300 275 250 225 200 175 150 125 100 75 50 25 1 STAPLE PER SQ. YD. 4:1 3:1 1 /2" P 1 GENERAL STAPLE RECOMMENDATIONS X x x x x x B A C B A C B C 8 C 2:1 SLOPE GRADIENT 1:1 B 3' 1 1/2" 1 1 1 b STAPLES PER SQ. YD. CHANNEL LINING COMPACTED SOIL TO PREVENT PIPING N STACKED SAND BAGS NOTES; 1. SANDBAGS TO CONSIST OF BURLAP OR WOVEN GEOTEXTILE FABRIC, MUST BE FILLED WITH GRAVEL, LAYERED AND PACKED TIGHTLY. 2. SANDBAGS TO BE STACKED TWO OR THREE HIGH. 3. ONE SANDBAG TO BE LEFT OUT OF TOP ROW TO PROVIDE A SPILLWAY FOR OVERFLOW. 4. SANDBAGS TO BE USED AFTER PAVEMENT INSTALLATION. PRIOR TO PAVEMENT INSTALLATION, STRAW BALE PROTECTION IS TO BE USED. 5. SANDBAGS TO BE PLACED AROUND NEW DRAINAGE STRUCTURES TO PREVENT SILT AND DEBRIS FROM ENTERING DOWNSTREAM DRAINAGE FACILITIES. SANDBAGS SHALL BE MAINTAINED UNTIL ALL SITE WORK IS COMPLETE. 3' X SECTION STORM INLET SAND BAG PROTECTION NOT TO SCALE C EROSION CONTROL MAT INSTALLATION GUIDE DETAIL 02 NOT TO SCALE 2 x 2 STAPLES PER SQ. YD. x SAND BAGS TO BE PRESSED AGAINST STRUCTURE AND GROUND TO CREATE SUFFICIENT SEAL -STORM INLET STRUCTURE ADDITIONAL STAPLES AS REQUIRED DUE TO DEPTH OF FLOW NOTES CHANNEL LININGS UTILIZE STAPLE PATTERN "C" WITH ADDITIONAL STAPLES ON SIDE SLOPES AT PROJECTED WATER LINE. STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN GREEN EROSION CONTROL BLANKETS. STAPLE PATTERNS MAY VARY DEPENDING UPON SOIL TYPE AND AVERAGE RAINFALL. AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE DRAINAGE OVER LARGE AREAS IS DIRECTED ONTO THE BLANKETS, STAPLE PATTERN "C" SHOULD BE UTILIZED. r Pri z 0 I (f 0. ti W•- w N 5kr) w t Z O Q IY p Z 0 H W tY 0 a. C) Q Li) z .4 r O N