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HomeMy WebLinkAboutErosion Control Plan 2-27-2012SEASONAL SOIL PROTECTION WA NJ CHART NOTE: STABILIZATION PRACTICE JAN. FEB. MAR. APR. MAY JUNE JULY AUG. SEPT. OCT. NOV. DEC. PERMANENT SEEDING DURING INSTALLATION AND TO SUPPORT APPLIED A LOADS. • // / / //I / //y/ /I� MATERIALS RESISTANT TO DETERIORATION FROM ULTRAVIOLET AND HEAT EXPOSURE. DORMANT SEEDING B B TEMPORARY SEEDING C E A/ / /I/ SODDING /// /// / / /'✓ MULCHING G A = KENTUCKY BLUEGRASS 100 LBS. /ACRE; CREEPING RED FESCUE 100 LBS. /ACRE; PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL RYEGRASS 20 LBS. /ACRE B = KENTUCKY BLUEGRASS 120 LBS. /ACRE; CREEPING RED FESCUE 120 LBS. /ACRE; PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL RYEGRASS 30 LBS. /ACRE C = SPRING OATS 3 BUSHELS /ACRE D = WHEAT OR RYE 2 BUSHELS /ACRE E = ANNUAL RYEGRASS 40 LBS. /ACRE ( 1 LB /1000 SQ. FT. ) F = SOD G = STRAW MULCH 2 TONS /ACRE * /I /* = IRRIGATION NEEDED DURING JUNE, JULY, AUGUST AND /OR SEPTEMBER ** = IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER SUPPLYING SOD SEEDBED PREPARATION FOR PERMANENT SEEDING: 1.TEST SOIL TO DETERMINE PH AND NUTRIENT LEVELS. (CONTACT COUNTY SWCO OR COOPERATIVE EXTENSION OFFICE FOR ASSISTANCE AND SOILS INFORMATION, INCLUDING AVAILABLE TESTING SERVICES.) 2. IF SOIL PH IS UNSUITABLE FOR THE SPECIES TO BE SEEDED, APPLY LIME ACCORDING TO TEST RECOMMENDATIONS. 3. FERTILIZE AS RECOMMENDED BY THE SOIL TEST. IF TESTING WAS NOT DONE, CONSIDER APPLYING 400 -600 Ibs /ACRE OF 12 -12 -12 ANALYSIS, OR EQUIVALENT, FERTILIZER. 4. TILL TOP SOIL TO OBTAIN A UNIFORM SEEDBED, WORKING THE FERTILIZER AND LINE INTO THE SOIL 2 -4 INCHES DEEP WITH A DISK OR A RAKE OPERATED ACROSS THE SLOPE. RULE 5 REQUIRES ALL DISTURBED AREAS LIKELY TO BE IDLER FOR 15 DAYS SHALL HAVE SURFACE STABILIZATION APPLIED. WHEN WEATHER CONDITIONS PREVENT RAPID GERMINATION OF GRASS, THEN 2T /AC MULCH WALL BE USED TO ENSURE GROUND STABILIZATION REQUIREMENTS ARE MET. NON WOVEN GEOTEXTILE FABRIC r SPACE POSTS PER I MANUFACTURER RECOMMENDATIONS EXTEND FABRIC & WIRE TO 4" BELOW SURFACE SILT FENCE CONSTRUCTION NTS MAINTENANCE: INSPECT THE SILT FENCE PERIODICALLY AND AFTER EACH STORM EVENT. IF FENCE FABRIC TEARS. STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE AFFECTED PORTION IMMEDIATELY. REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT OR IS CAUSING THE FABRIC TO BULGE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED REMOVE THE FENCE AND SEDIMENT DEPOSITS, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE. EROSION CONTROL NOTES: 1. LAND ALTERATION WHICH STRIPS THE LAND OF VEGETATION, INCLUDING REGRADING, SHALL BE DONE IN A WAY THAT WILL MINIMIZE EROSION. 2. CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL ORDINANCES THAT APPLY. 3. THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE AS THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT SOIL SEDIMENT FROM LEAVING THE SITE. 4. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED IF DEEMED NECESSARY BY ON SITE INSPECTION. 5. SEDIMENT LADEN WATER SHALL BE DETAINED BY EROSION CONTROL PRACTICES AS NEEDED TO MINIMIZE SEDIMENTATION IN THE RECEIVING STREAM. NO STORM WATER SHALL BE DISCHARGED FROM THE SITE IN A MANNER THAT CAUSES EROSION AT THE POINT OF DISCHARGE. 6. WASTES AND UNUSED BUILDING MATERIALS SHALL NOT BE ALLOWED TO BE CARRIED FROM THE SITE BY STORM WATER RUNOFF. PROPER DISPOSAL OF ALL WASTES AND UNUSED BUILDING MATERIALS IS REQUIRED. Length as noted EXISTING PAVEMENT APPROPRIA EXISTING GROUND ---- PLAN VIEW STABILIZED CONSTRUCTION ENTRANCE NTS SITE PLAN 7. SEDIMENT BEING TRACKED ONTO PUBLIC OR PRIVATE PT OF THE E 1/2, NE 1/4, ROADWAYS SHALL BE MINIMIZED. CLEARING OF SEC. 25- T18N -R3E ACCUMULATED SEDIMENT SHALL NOT INCLUDE FLUSHING NOTE: CARMEL, INDIANA WITH WATER. CLEARED SEDIMENT SHALL BE RETURNED TO Erosion and sediment plan, for this lot, shall, at a minimum, includes the following measures and at all times follow the THE SITE FOR DISPOSAL. guidelines for Individual residential lots per IDEM Storm water management Manual and those requirements by the City of Carmel: 8. SOIL WHICH HAS ACCUMULATED NEXT TO EROSION CONTROL DEVICES SHALL BE COLLECTED AND REDISTRIBUTED ON SITE AFTER EACH RAINFALL EVENT, AND AT LEAST ONCE A WEEK. 9. IF INSTALLATION OF STORM DRAINAGE SYSTEM SHOULD BE INTERRUPTED BY WEATHER OR NIGHTFALL, THE PIPE ENDS SHALL BE COVERED WITH FILTER FABRIC. 10. ALL EXISTING STRUCTURES, FENCING, TREES AND ETC., WITHIN CONSTRUCTION AREA SHALL BE REMOVED AND DISPOSED OF OFFSITE. BURNING IS NOT ALLOWED ON SITE. 11. SCHEDULE OF EARTHWORK ACTIVITIES: a) THE DURATION OF TIME WHICH AN AREA REMAINS EXPOSED SHALL BE KEPT TO A PRACTICAL MINIMUM. THE AREA SHALL BE STABILIZED AS SOON AS POSSIBLE. TEMPORARY VEGETATION OR MULCHING SHALL BE USED TO PROTECT EXPOSED AREAS IF PERMANENT VEGETATION CANNOT BE SEEDED WITHIN 15 DAYS OR ACTIVITY CEASES FOR MORE THAN 15 DAYS OR AS DIRECTED BY THE ENGINEER. b) TOPSOIL REPLACEMENT SHALL TAKE PLACE FROM MARCH 1 TO OCTOBER 31. STOCKPILE TOPSOIL AT ALL OTHER TIMES OF THE YEAR. PERMANENT AND FINAL VEGETATION AND STRUCTURAL EROSION CONTROL DEVICES SHALL BE INSTALLED WITHIN SEVEN (7) DAYS AFTER FINAL GRADING OR AS SOON AS POSSIBLE. 1) Install and maintain a stable construction site access at the location of the proposed drive. 2) Install and maintain an appropriate perimeter erosion and sediment control measures prior to land disturbance, ie silt fence. 3) Minimize sediment discharge and tracking from the lot. 4) Clean -up sediment that is either tracked or washed onto roads. Bulk clearing of sediment shall not include flushing the area with water. Cleared sediment must be redistributed or disposed of in a manner that is in compliance with all applicable statutes and rules. 5) Adjacent lots disturbed by an individual lot operator must be repaired and stabilized with temporary or permanent surface stabilization. 6) Self- monitoring program plan and procedures per the previous approved SWPPP shall be followed all individual lot construction. 7) Additional erosion /sediment control measures may be required upon inspection by local planning authority. .# LS20500017 FOR: OLD TOWN DESIGN GROUP BY: JD HALL LAND SURVEYING 803 S. OHIO STREET SHERIDAN INDIANA 46069 Ph: 317 - 696 -3594 Fx: 317 - 773 -7161 JOB NO: 13 -013 2/25/2013 DATE: \\\Ci5 D No LS20500017: STATE OF �9^ /ND I A�1P(3�.\�� SUR SHEET 1 OF 2 WA NJ WIRE NOTE: FILTER FABRIC WOOD POST POSTS SHALL HAVE A MINIMUM LENGTH OF V1 36 INCHES PLUS BURIAL DEPTH. POST MATERIAL FLOW 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 OF STRONG, ROT RESISTANT, MATERIALS RESISTANT TO DETERIORATION FROM ULTRAVIOLET AND HEAT EXPOSURE. EXTEND FABRIC & WIRE TO 4" BELOW SURFACE SILT FENCE CONSTRUCTION NTS MAINTENANCE: INSPECT THE SILT FENCE PERIODICALLY AND AFTER EACH STORM EVENT. IF FENCE FABRIC TEARS. STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE AFFECTED PORTION IMMEDIATELY. REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT OR IS CAUSING THE FABRIC TO BULGE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED REMOVE THE FENCE AND SEDIMENT DEPOSITS, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE. EROSION CONTROL NOTES: 1. LAND ALTERATION WHICH STRIPS THE LAND OF VEGETATION, INCLUDING REGRADING, SHALL BE DONE IN A WAY THAT WILL MINIMIZE EROSION. 2. CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL ORDINANCES THAT APPLY. 3. THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE AS THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT SOIL SEDIMENT FROM LEAVING THE SITE. 4. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED IF DEEMED NECESSARY BY ON SITE INSPECTION. 5. SEDIMENT LADEN WATER SHALL BE DETAINED BY EROSION CONTROL PRACTICES AS NEEDED TO MINIMIZE SEDIMENTATION IN THE RECEIVING STREAM. NO STORM WATER SHALL BE DISCHARGED FROM THE SITE IN A MANNER THAT CAUSES EROSION AT THE POINT OF DISCHARGE. 6. WASTES AND UNUSED BUILDING MATERIALS SHALL NOT BE ALLOWED TO BE CARRIED FROM THE SITE BY STORM WATER RUNOFF. PROPER DISPOSAL OF ALL WASTES AND UNUSED BUILDING MATERIALS IS REQUIRED. Length as noted EXISTING PAVEMENT APPROPRIA EXISTING GROUND ---- PLAN VIEW STABILIZED CONSTRUCTION ENTRANCE NTS SITE PLAN 7. SEDIMENT BEING TRACKED ONTO PUBLIC OR PRIVATE PT OF THE E 1/2, NE 1/4, ROADWAYS SHALL BE MINIMIZED. CLEARING OF SEC. 25- T18N -R3E ACCUMULATED SEDIMENT SHALL NOT INCLUDE FLUSHING NOTE: CARMEL, INDIANA WITH WATER. CLEARED SEDIMENT SHALL BE RETURNED TO Erosion and sediment plan, for this lot, shall, at a minimum, includes the following measures and at all times follow the THE SITE FOR DISPOSAL. guidelines for Individual residential lots per IDEM Storm water management Manual and those requirements by the City of Carmel: 8. SOIL WHICH HAS ACCUMULATED NEXT TO EROSION CONTROL DEVICES SHALL BE COLLECTED AND REDISTRIBUTED ON SITE AFTER EACH RAINFALL EVENT, AND AT LEAST ONCE A WEEK. 9. IF INSTALLATION OF STORM DRAINAGE SYSTEM SHOULD BE INTERRUPTED BY WEATHER OR NIGHTFALL, THE PIPE ENDS SHALL BE COVERED WITH FILTER FABRIC. 10. ALL EXISTING STRUCTURES, FENCING, TREES AND ETC., WITHIN CONSTRUCTION AREA SHALL BE REMOVED AND DISPOSED OF OFFSITE. BURNING IS NOT ALLOWED ON SITE. 11. SCHEDULE OF EARTHWORK ACTIVITIES: a) THE DURATION OF TIME WHICH AN AREA REMAINS EXPOSED SHALL BE KEPT TO A PRACTICAL MINIMUM. THE AREA SHALL BE STABILIZED AS SOON AS POSSIBLE. TEMPORARY VEGETATION OR MULCHING SHALL BE USED TO PROTECT EXPOSED AREAS IF PERMANENT VEGETATION CANNOT BE SEEDED WITHIN 15 DAYS OR ACTIVITY CEASES FOR MORE THAN 15 DAYS OR AS DIRECTED BY THE ENGINEER. b) TOPSOIL REPLACEMENT SHALL TAKE PLACE FROM MARCH 1 TO OCTOBER 31. STOCKPILE TOPSOIL AT ALL OTHER TIMES OF THE YEAR. PERMANENT AND FINAL VEGETATION AND STRUCTURAL EROSION CONTROL DEVICES SHALL BE INSTALLED WITHIN SEVEN (7) DAYS AFTER FINAL GRADING OR AS SOON AS POSSIBLE. 1) Install and maintain a stable construction site access at the location of the proposed drive. 2) Install and maintain an appropriate perimeter erosion and sediment control measures prior to land disturbance, ie silt fence. 3) Minimize sediment discharge and tracking from the lot. 4) Clean -up sediment that is either tracked or washed onto roads. Bulk clearing of sediment shall not include flushing the area with water. Cleared sediment must be redistributed or disposed of in a manner that is in compliance with all applicable statutes and rules. 5) Adjacent lots disturbed by an individual lot operator must be repaired and stabilized with temporary or permanent surface stabilization. 6) Self- monitoring program plan and procedures per the previous approved SWPPP shall be followed all individual lot construction. 7) Additional erosion /sediment control measures may be required upon inspection by local planning authority. .# LS20500017 FOR: OLD TOWN DESIGN GROUP BY: JD HALL LAND SURVEYING 803 S. OHIO STREET SHERIDAN INDIANA 46069 Ph: 317 - 696 -3594 Fx: 317 - 773 -7161 JOB NO: 13 -013 2/25/2013 DATE: \\\Ci5 D No LS20500017: STATE OF �9^ /ND I A�1P(3�.\�� SUR SHEET 1 OF 2