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HomeMy WebLinkAbout06070008.34RF,b� e I SOILS MAP MmB2 Miami silt loam, 2 to 6 percent slopes, eroded This moderately well drained sail has a seasonal high watertable at 2.0 to 3.5 ft. and is on rises on uplands. Slopes are 2 to 6 percent. The native vegetation is hardwoods. The surface layer is silt loam and has moderately low organic matter content (1.0 to 2.0 percent). Permeability is very slow (< 0.06 in /hr) in the most restrictive layer above 60 inches. Available water capacity is moderate (6.2 inches in the upper 60 inches). The pH of the surface layer in non -limed areas is 4.5 to 5.5. Droughtiness and water erosion are management concerns for crop production. CONSTRUCTION /STORM WATER POLLUTION PLAN INDEXASSESSMENT OF CONSTRUCTION PLAN _ELEMENTS CrA Crosby silt loam, 0 -3 percent slopes - This soil is dark grayish brown colored, silty in texture and on sloping uplands. It is deep and somewhat poorly drained with slow permeability. It has high available water for plant growth and medium organic matter content. The soil has compact till starting at a depth between 20 -40 inches. The main soil features that affect urban development uses are seasonal high water table, moderate shrink -swell potential, high potential frost action and slow permeability. Because of these engineering limitations, roads and streets should be design with adequate drainage to minimize frost action and dwelling units with basements should have adequate footing and foundation drainage due to wetness in the soils. Sr Brookston silty clay loam This poorly drained soil has a seasonal high watertable above the surface or within 1.0 ft. and is in depressions and narrow drainageways on uplands. Slopes are 0 to 2 percent. The native vegetation is water tolerant grasses and hardwoods. The surface layer is silty clay loam and has moderate or high organic matter content (2.0 to 5,0 percent). Permeability is moderately slow (0.2 to 0.6 in /hr) in the most restrictive layer above 60 inches. Available water capacity is moderate (8.8 inches in the upper 60 inches). The pH of the surface layer in non -limed areas is 5.0 to 6.0. This soil is hydric. Wetness is a management concern for crop production. This soil responds well to tile drainage." Because of these engineering limitations, basements are not recommended in this sail due to the high water table. END SECTION PLAN VIEW VIEW FACE WITH 3" OF #5 STONE END SECTION ���ASR 2 B' -O• 1 1 PIPE CULVERT E CROSS SECTION HORSESHOE DAM Assessment of Stormwater Pollution Prevention Plan - Construction Component B1 Potential pollutant sources include exposed soils, leaking vehicles, equipment, fueling operations, concrete washout, paints, and any other construction materials. The measures or operational activities that will be initiated to minimize the danger of pollutants entering stormwater are shown on sheet C6.D. B2 Sequence describing stormwoter quality measure implementation relative to land disturbing activities. 1. Notify the City of Carmel Engineering Department within 48 hours of starting construction. 2. A pre- construction meeting with the City of Carmel Engineering Department needs to be scheduled and held prior to the start of construction. 3. Post the N01 and contact information for the person onsite responsible for storm water pollution prevention. 4. Designate the trained individual that will complete the weekly site evaluations. 5. An erosion and sediment control plan is to be implemented in the pre- construction meeting and to be active during grading_ 6. Call the Indiana Underground Plant Protection Systems, Inc. ( "Holey Moley') at 1 -800- 382 -5544 and Carmel Utilities at 317 - 571 -2648 to check the location of any existing utilities. They should be notified two working days before construction takes place. 7. Install perimeter BMP along east property line. 8. After demolition, refer to sheet C1.0, install construction entrance and remaining perimeter BMP's. maintaining a minimum of one travel lane of access to the north adjoiner at all times during construction. Start mass grading. 9. Drain existing pond for reconstruction and follow guidelines set forth in C6.D. A. Temporarily close the multi -use path along Pennsylvania Avenue. B. Uncover the storm stucture in the multi -use path. C. After uncovered, insert a temporary inlet insert (one that is accessible to the City of Carmel) into said storm structure. D. Connect the discharge pipe for dewatering the pond to this structure for filtering the pond water. E. Stop pumping and clean the inlet insert per the manufacturers recommendation for pond dewatering, not to exceed 8 hours of connective use. F. Discharge by this method will go into the W.R. Fertig Legal Drain, 10. Install horseshoe dam around the existing outlet for the pond and maintain protection around the existing outlet throughout construction activities of the pond. 11. Regrade pond. 12. Install retaining walls. 13. Install all erosion control measures for pond- See details on C7.0. 14. Start mass grading per grading plan see sheet C3.0. 15. Start building construction. 16. Temporary seed all disturbed areas. 17. After completion of mass grading, install sanitary and storm sewers and Stormceptor. 18. Install inlet protection as storm inlets are completed. 19. Complete parking lot, roadway and curbs. 20. Temporary seed all disturbed areas. 21. Complete building, landscape and final seeding. 22. Inspect erosion control measures weekly or following a storm event. 23. Rule 5 requires that all disturbed areas that will potentially be idle for 15 days or more be stabilized (seeded, mulched, etc.) immediately. 24. Maintain all erosion and sediment control practices until all disturbed areas are permanently stabilized. 25. Clean all permanent BMP's at the end of construciton. 26. Removal of all temporary erosion control materials, including but not limited too the horse shoe dam, silt fencing, and any other temporary /construction erosion control materials. B3 The proposed location of the construction entrance is shown on sheet C6.0. The detail is located on sheet C7.0. B4 Silt fence will be installed around the perimeter of the site. Detail for the silt fence is shown on sheet C7.0 B5 N/A B6 Storm sewer inlet protection measure locations and specifications are shown on sheet C6.0. B7 N/A B8 N/A B9 N/A B10 Stormwater quality measures and details are shown on sheets C1.0, C6.0, C6.1, C7.0, and C8.D. 611 Temporary Seeding w111 be used for temporary surface stabilization. See seasonal soil protection chart sheet C8.0 612 Landscaping and permanent seeding will be used for permanent su rf ace stabilization. See seasonal soil protection n chart sheet CS 0 for seed application. B13 Material handling and spill prevention plan: In order to minimize the release of potential pollutants during construction the Contractor shall implement this material handling and spill prevention plan, The Contractor shall review this plan with all subcontractors and require that they implement the plan as well. Possible materials on site include fueling, equipment repair or service, dewatering, dust control, paints and solvents, solid waste and concrete washout. 1. Construction Equipment o. Fueling, lubrication and fluids: All operations involving the addition of fluids to equipment should be done in one location, so that spills are limited to one location on the Site, which will focilitate the cleanup of i all r will fluids to migrate into subsurface soils. In the spills. If an onsite fueling tank is planned to be on site, t shall be double walled and stored in this designated area. This location is an area that I I not allow spilled g event of a spill, the fluid shall immediately be deoned up by removing the contaminated soil or stone which shall be disposed of in on acceptable manner. Spills an hard surfaces sholl be soaked up by an acceptable material such as Oil Dry and the absorbent material disposed of in a proper manner. The spill shall also be reported immediately to the Contractors superintendent. b. Equipment repair, especially when fluids must be removed from the equipment or the possibility of fluid spills is high, should always be done offsite at a facility that is more suitable than a construction site to handle spills. When equipment must be repaired onsite it should be moved to the maintenance and fueling area if possible, Otherwise, suitable on site containers should be placed under the equipment during repair to catch any spilled fluids and these fluids should be disposed of in a proper manner. c. All reusable fluid containers, such as gasoline cans, shall be inspected for leaks each time they are used. If leaks are found, the fluid shall be removed from the container in a proper manner and the container disposed of in an acceptable manner. Empty disposable containers, such as grease tubes and lubricating oil and brake fluid containers, and their packaging, shall be disposed of in a proper manner and shall not be left on the ground or in the open on the construction site. 2. Construction Materials and their Packaging a. Erosion control measures shown on these plans shall be implemented prior to and during construction in the proper sequencing to minimize soil erosion. Erosion controls shall be inspected and maintained as described elsewhere in these plans. Excessive dusting of soil on the site shall be minimized by reducing construction traffic across bore soil during dry and /or windy weather, and by applying water or other acceptable dust control measures to the soil. Upon completion of construction and suitable establishment of permanent vegetation, temporary erosion control measures such as silt fence, check dams and inlet protection devices shall be removed in a manner to minimize additional land disturbance. Any areas disturbed by these operations shall be properly revegetated. 'n win drilling, or r The site shall be checked at the end o f the day, as a minimum and b. Large waste materials created by cutting, sawing, g, other operations shall be properly disposed of in suitable onsite waste containers. e y, , all waste materials, including those blown across or off the site by wind, shall be picked up and disposed of in suitable containers. Where possible, operations such as sawing that create small particles should be performed in one spot in on area protected from wind, and waste particles collected and disposed of frequently to minimize wind dispersal. Packaging used to transport materials to the site for construction of the facility sholl be disposed of properly, whether the material is token out of its package and incorporated into the project immediately or stored onsite for future use. Packaged materials stored onsite shall be inspected regularly and any loose packaging shall be repaired or disposed of properly. c. All dewatering of activities shall be done in accordance to good erosion control practices. These practices should include the use of dirt bags such as Dandy Dirt Bags. The use of these types of dewatering devices will remove large quantities of silt, sediment and dirt and prevent these materials to enter the storm sewer system. d. Nutrients and fertilizers shall only be used to establish rapid vegetation. When these products are utilized, the user should pay strict attention to the products recommended usage. 3. Concrete Waste Water a. All concrete waste water shall be disposed of in the designated area. This area is a 4' high, 10' diameter doughnut type mulch berm, which shall be constructed over o geotextile fabric. This area shall be inspected on a daily basis as a minimum. When this area becomes full, the pollutants shall be excavated, placed in an acceptable container and disposed of in a proper manner. 4. Paint Products a. All excess paint and their related products shall be disposed of in the manner at which the manufacturer suggests. Under NO circumstances will point or their related products be cleaned or disposed of in soil, sanitary sewers, storm sewers, detention basins or burned. Any violation of this shall be reported to the job superintendent. Procedures for spills: 1. Barricade the area allowing no vehicles to enter or leave the spill zone. 2. Notify the Carmel Fire Department. 3. Notify the Indiana Department of Environmental Management, Office of Emergency Response by calling (317) 233 -7745 or (688) 233 -7745. 4. Notify waste recovery contractor, maintenance personnel or other personnel as necessary for cleanup. 5. Coordinate and monitor cleanup until complete. 6. Cooperate with the IDEM -OER on procedures and reports involved with the event. B14 Maintenance guidelines ore shown on sheet C8.0. B15 N/A Stormwater Pollution Prevention Plan - Post Construction Component Cl Potential pollutants on this site are oil, fuel, and other fluids from vehicles, trash, and vegetation control chemicals. C2 Stormwater Aqua -Swirl unit (AS -2 Off -Line) will be installed at the southeast structure. This structure shall be installed as the storm sewer system is installed. C3 An Aqua -Swirl Unit (AS -2 Off -Line) shall be installed at the southeast corner of the proposed parking lot to remove pollutants from stormwater prior to ony stormwater entering into the detention facility. C4 Location of the stormwater BMP devices are shown on sheet C4-.D. Specifications and details for these devices are listed on C10.2 and C1D.3. 01 CS Owner shall maintain the BMP devices as outlined in the Operation and Maintenance Manual for this site. SEASONAL SOIL PROTECTION CHART Al Plan index is shown on this sheet. STABILIZATION PRACTICE A2 11 x 17 inch plat will be forwarded under separate cover. FEB. A3 This project consists of construction of a office building. APR. A4 The project location map is located on the cover sheet. JUNE A5 A part of the Northwest Quarter of Section 2, Township 17 North, Range 3 East, Hamilton County, Indiana. Latitude: 39-57'17.69 "N, Longitude: - 86' 9'14.51 -W. AU G. A6 Location of lot and proposed site improvements is shown on sheet C2.0. OCT. A7 Hydrologic unit code: 05120201090040 nB2 A8 There are no State or Federal Water quality permits required. A9 Points of storm water discharge are shown on Sheet C4.D. A10 There are no wetlands, lakes, and water courses on or adjacent to this site. + /// VIA All The receiving water for this site is Carmel Creek. / / ///* Al2 The site will drain to an existing retention pond that will be re- constructed on the south side of the property. /I f,► A13 This site does not lie in a flood hazard zone area, according to flood insurance rate map No. 18057CO209F, DATED FEB. 19, 2003. HALF FENCE HEIGHT AT LOWEST POINT OR IF FABRIC BULGES; AVOID A14 10 year Pre - Construction Estimate of Peak Discharge = 3.81 cfs 7111-71MR, 10 year Post Construction Estimate of Peak Discharge = 3.13 cfs A15 The adjacent landuse is all commercial and residential. B A16 The location and dimensions of the land disturbance activity are confind to the property lines. TREE PROTECTION A17 Existing vegetative cover is shown on sheet C1.0. PRIOR TO CLEARING AND GRADING A18 The soils map is shown on sheet CB.0. Existing soils are the following on sheet CB.O. DETERMINE DEPTH AND SUITABILITY OF TOPSOIL AT THE SITE. (FOR HELP, CONTACT A19 Storm water system location is shown on sheet C4.0. SHOULD CONTRACTOR UTILIZE ANY PLANS THAT DO NOT A20 There are no offsite activities associated with this project. A21 There are no proposed soil stockpiles. borrow or disposal areas on site. WITH A SOIL SCIENTIST.) A22 Existing site topography is shown on sheet C1.0. SEEDING A23 Final topography is shown on sheet C3.0. CrA Crosby silt loam, 0 -3 percent slopes - This soil is dark grayish brown colored, silty in texture and on sloping uplands. It is deep and somewhat poorly drained with slow permeability. It has high available water for plant growth and medium organic matter content. The soil has compact till starting at a depth between 20 -40 inches. The main soil features that affect urban development uses are seasonal high water table, moderate shrink -swell potential, high potential frost action and slow permeability. Because of these engineering limitations, roads and streets should be design with adequate drainage to minimize frost action and dwelling units with basements should have adequate footing and foundation drainage due to wetness in the soils. Sr Brookston silty clay loam This poorly drained soil has a seasonal high watertable above the surface or within 1.0 ft. and is in depressions and narrow drainageways on uplands. Slopes are 0 to 2 percent. The native vegetation is water tolerant grasses and hardwoods. The surface layer is silty clay loam and has moderate or high organic matter content (2.0 to 5,0 percent). Permeability is moderately slow (0.2 to 0.6 in /hr) in the most restrictive layer above 60 inches. Available water capacity is moderate (8.8 inches in the upper 60 inches). The pH of the surface layer in non -limed areas is 5.0 to 6.0. This soil is hydric. Wetness is a management concern for crop production. This soil responds well to tile drainage." Because of these engineering limitations, basements are not recommended in this sail due to the high water table. END SECTION PLAN VIEW VIEW FACE WITH 3" OF #5 STONE END SECTION ���ASR 2 B' -O• 1 1 PIPE CULVERT E CROSS SECTION HORSESHOE DAM Assessment of Stormwater Pollution Prevention Plan - Construction Component B1 Potential pollutant sources include exposed soils, leaking vehicles, equipment, fueling operations, concrete washout, paints, and any other construction materials. The measures or operational activities that will be initiated to minimize the danger of pollutants entering stormwater are shown on sheet C6.D. B2 Sequence describing stormwoter quality measure implementation relative to land disturbing activities. 1. Notify the City of Carmel Engineering Department within 48 hours of starting construction. 2. A pre- construction meeting with the City of Carmel Engineering Department needs to be scheduled and held prior to the start of construction. 3. Post the N01 and contact information for the person onsite responsible for storm water pollution prevention. 4. Designate the trained individual that will complete the weekly site evaluations. 5. An erosion and sediment control plan is to be implemented in the pre- construction meeting and to be active during grading_ 6. Call the Indiana Underground Plant Protection Systems, Inc. ( "Holey Moley') at 1 -800- 382 -5544 and Carmel Utilities at 317 - 571 -2648 to check the location of any existing utilities. They should be notified two working days before construction takes place. 7. Install perimeter BMP along east property line. 8. After demolition, refer to sheet C1.0, install construction entrance and remaining perimeter BMP's. maintaining a minimum of one travel lane of access to the north adjoiner at all times during construction. Start mass grading. 9. Drain existing pond for reconstruction and follow guidelines set forth in C6.D. A. Temporarily close the multi -use path along Pennsylvania Avenue. B. Uncover the storm stucture in the multi -use path. C. After uncovered, insert a temporary inlet insert (one that is accessible to the City of Carmel) into said storm structure. D. Connect the discharge pipe for dewatering the pond to this structure for filtering the pond water. E. Stop pumping and clean the inlet insert per the manufacturers recommendation for pond dewatering, not to exceed 8 hours of connective use. F. Discharge by this method will go into the W.R. Fertig Legal Drain, 10. Install horseshoe dam around the existing outlet for the pond and maintain protection around the existing outlet throughout construction activities of the pond. 11. Regrade pond. 12. Install retaining walls. 13. Install all erosion control measures for pond- See details on C7.0. 14. Start mass grading per grading plan see sheet C3.0. 15. Start building construction. 16. Temporary seed all disturbed areas. 17. After completion of mass grading, install sanitary and storm sewers and Stormceptor. 18. Install inlet protection as storm inlets are completed. 19. Complete parking lot, roadway and curbs. 20. Temporary seed all disturbed areas. 21. Complete building, landscape and final seeding. 22. Inspect erosion control measures weekly or following a storm event. 23. Rule 5 requires that all disturbed areas that will potentially be idle for 15 days or more be stabilized (seeded, mulched, etc.) immediately. 24. Maintain all erosion and sediment control practices until all disturbed areas are permanently stabilized. 25. Clean all permanent BMP's at the end of construciton. 26. Removal of all temporary erosion control materials, including but not limited too the horse shoe dam, silt fencing, and any other temporary /construction erosion control materials. B3 The proposed location of the construction entrance is shown on sheet C6.0. The detail is located on sheet C7.0. B4 Silt fence will be installed around the perimeter of the site. Detail for the silt fence is shown on sheet C7.0 B5 N/A B6 Storm sewer inlet protection measure locations and specifications are shown on sheet C6.0. B7 N/A B8 N/A B9 N/A B10 Stormwater quality measures and details are shown on sheets C1.0, C6.0, C6.1, C7.0, and C8.D. 611 Temporary Seeding w111 be used for temporary surface stabilization. See seasonal soil protection chart sheet C8.0 612 Landscaping and permanent seeding will be used for permanent su rf ace stabilization. See seasonal soil protection n chart sheet CS 0 for seed application. B13 Material handling and spill prevention plan: In order to minimize the release of potential pollutants during construction the Contractor shall implement this material handling and spill prevention plan, The Contractor shall review this plan with all subcontractors and require that they implement the plan as well. Possible materials on site include fueling, equipment repair or service, dewatering, dust control, paints and solvents, solid waste and concrete washout. 1. Construction Equipment o. Fueling, lubrication and fluids: All operations involving the addition of fluids to equipment should be done in one location, so that spills are limited to one location on the Site, which will focilitate the cleanup of i all r will fluids to migrate into subsurface soils. In the spills. If an onsite fueling tank is planned to be on site, t shall be double walled and stored in this designated area. This location is an area that I I not allow spilled g event of a spill, the fluid shall immediately be deoned up by removing the contaminated soil or stone which shall be disposed of in on acceptable manner. Spills an hard surfaces sholl be soaked up by an acceptable material such as Oil Dry and the absorbent material disposed of in a proper manner. The spill shall also be reported immediately to the Contractors superintendent. b. Equipment repair, especially when fluids must be removed from the equipment or the possibility of fluid spills is high, should always be done offsite at a facility that is more suitable than a construction site to handle spills. When equipment must be repaired onsite it should be moved to the maintenance and fueling area if possible, Otherwise, suitable on site containers should be placed under the equipment during repair to catch any spilled fluids and these fluids should be disposed of in a proper manner. c. All reusable fluid containers, such as gasoline cans, shall be inspected for leaks each time they are used. If leaks are found, the fluid shall be removed from the container in a proper manner and the container disposed of in an acceptable manner. Empty disposable containers, such as grease tubes and lubricating oil and brake fluid containers, and their packaging, shall be disposed of in a proper manner and shall not be left on the ground or in the open on the construction site. 2. Construction Materials and their Packaging a. Erosion control measures shown on these plans shall be implemented prior to and during construction in the proper sequencing to minimize soil erosion. Erosion controls shall be inspected and maintained as described elsewhere in these plans. Excessive dusting of soil on the site shall be minimized by reducing construction traffic across bore soil during dry and /or windy weather, and by applying water or other acceptable dust control measures to the soil. Upon completion of construction and suitable establishment of permanent vegetation, temporary erosion control measures such as silt fence, check dams and inlet protection devices shall be removed in a manner to minimize additional land disturbance. Any areas disturbed by these operations shall be properly revegetated. 'n win drilling, or r The site shall be checked at the end o f the day, as a minimum and b. Large waste materials created by cutting, sawing, g, other operations shall be properly disposed of in suitable onsite waste containers. e y, , all waste materials, including those blown across or off the site by wind, shall be picked up and disposed of in suitable containers. Where possible, operations such as sawing that create small particles should be performed in one spot in on area protected from wind, and waste particles collected and disposed of frequently to minimize wind dispersal. Packaging used to transport materials to the site for construction of the facility sholl be disposed of properly, whether the material is token out of its package and incorporated into the project immediately or stored onsite for future use. Packaged materials stored onsite shall be inspected regularly and any loose packaging shall be repaired or disposed of properly. c. All dewatering of activities shall be done in accordance to good erosion control practices. These practices should include the use of dirt bags such as Dandy Dirt Bags. The use of these types of dewatering devices will remove large quantities of silt, sediment and dirt and prevent these materials to enter the storm sewer system. d. Nutrients and fertilizers shall only be used to establish rapid vegetation. When these products are utilized, the user should pay strict attention to the products recommended usage. 3. Concrete Waste Water a. All concrete waste water shall be disposed of in the designated area. This area is a 4' high, 10' diameter doughnut type mulch berm, which shall be constructed over o geotextile fabric. This area shall be inspected on a daily basis as a minimum. When this area becomes full, the pollutants shall be excavated, placed in an acceptable container and disposed of in a proper manner. 4. Paint Products a. All excess paint and their related products shall be disposed of in the manner at which the manufacturer suggests. Under NO circumstances will point or their related products be cleaned or disposed of in soil, sanitary sewers, storm sewers, detention basins or burned. Any violation of this shall be reported to the job superintendent. Procedures for spills: 1. Barricade the area allowing no vehicles to enter or leave the spill zone. 2. Notify the Carmel Fire Department. 3. Notify the Indiana Department of Environmental Management, Office of Emergency Response by calling (317) 233 -7745 or (688) 233 -7745. 4. Notify waste recovery contractor, maintenance personnel or other personnel as necessary for cleanup. 5. Coordinate and monitor cleanup until complete. 6. Cooperate with the IDEM -OER on procedures and reports involved with the event. B14 Maintenance guidelines ore shown on sheet C8.0. B15 N/A Stormwater Pollution Prevention Plan - Post Construction Component Cl Potential pollutants on this site are oil, fuel, and other fluids from vehicles, trash, and vegetation control chemicals. C2 Stormwater Aqua -Swirl unit (AS -2 Off -Line) will be installed at the southeast structure. This structure shall be installed as the storm sewer system is installed. C3 An Aqua -Swirl Unit (AS -2 Off -Line) shall be installed at the southeast corner of the proposed parking lot to remove pollutants from stormwater prior to ony stormwater entering into the detention facility. C4 Location of the stormwater BMP devices are shown on sheet C4-.D. Specifications and details for these devices are listed on C10.2 and C1D.3. 01 CS Owner shall maintain the BMP devices as outlined in the Operation and Maintenance Manual for this site. SEASONAL SOIL PROTECTION CHART STORMWATER POLLUTION STABILIZATION PRACTICE JAN. FEB. MAR. APR. MAY JUNE JULY AU G. SEPT. OCT. NOV. DEC. PERMANENT SEEDING A CONTRACTOR HAS THE MOST CURRENT, COMPLETE, + /// VIA / / //I / / ///* OR DAMAGE TO FENCE MATERIAL; REMOVE SEDIMENT AT DEPTH OF ONE /I f,► HALF FENCE HEIGHT AT LOWEST POINT OR IF FABRIC BULGES; AVOID 7111-71MR, UNDERMINING DURING CLEANOUT DORMANT B PROJECT. ENGINEER DOES NOT ACCEPT RESPONSIBILITY, TREE PROTECTION WEEKLY, AFTER STORM EVENTS, AND AS NEEDED PRIOR TO CLEARING AND GRADING DETERMINE DEPTH AND SUITABILITY OF TOPSOIL AT THE SITE. (FOR HELP, CONTACT SHOULD CONTRACTOR UTILIZE ANY PLANS THAT DO NOT g TOPSOIL STOCKPILE WITH A SOIL SCIENTIST.) PRIOR TO CLEANNING AND GRADING SEEDING PRIOR TO STRIPPING TOPSOIL, INSTALL ANY SITE - SPECIFIC DOWNSLOPE PRACTICES NEEDED TO CONTROL RUNOFF AND SEDIMENTTATION. REMOVE THE SOIL MATERIAL NO DEEPER THAN WHAT THE COUNTY SOIL SURVEY BESCREBES AS "SURFACE SOIL- (I.E. A OR AP HORIZON). TEMPORARY C E « / / / / /I / / /PD FENCES, STRAW BALES, OR OTHER BARRIERS TO TRAP SEDIMENT (SEE EXHIBIT 3.02 -B). (SEVERAL SMALL PILES AROUND THE CONSTRUCTION SITE ARE USUALLY SEEDING T MORE EFFICIENT AND EASIER 0 CO NTAIN THAN ONE LARGE PILE. 0 E E ) T 0. IT SHOULD BE TEMPORARILY IF SOIL IS STOCKPILED FOR MORE THAN fi M L SEEDED OR COVERED WITH A TARP OR SURROUNDED BY A SEDIMENT BARRIER. INSPECT WEEKLY AND AFTER EACH STORM EVENT; REMOVE SEDIMENT SODDING TEMPORARY DIVERSIONS DAMAGE IMMEDIATELY; REMOVE SEDIMENT FROM TRAPS WHEN 50% FULL; ALONG WITH ROUGH GRADING WHEN WORK AREA IS STABILIZED, REMOVE RIDGE, FILL CHANNEL, REMOVE TEMPORARY SLOPE DRAINS, AND STABILIZE ALL DISTURBED AREAS INSPECT THE ROCK DAM AND BASIN FOLLOWING EACH STORM EVENT. REMOVE SEDIMENT WHEN IT ACCUMULATES TO HALF THE DESIGN VOLUME (MARKED BY STAKE). ROCK DAM CHECK THE DAM AND ABUTMENTS FOR EROSION, PIPING, AND ROCK DISPLACEMENT, AFTER ROUGH GRADING AND REPAIR IMMEDIATELY. MULCHING G IF THE BASIN DOES NOT DRAIN BETWEEN STORMS, REPLACE THE STONE ON THE UPSTREAM FOACE OF DAME. IF THE BASIN DRAINS TO REPIDLY FOLLOWING A STORM, (LESS THAN 6 HRS.), ADD INDOT CA N0. 5 GRAVEL ON THE UPSTREAM FACE OF THE DAM. FOR ALL SEEDING CONDITIONS, DO NOT USE PHOSPHOROUS CONTAINING FERTILIZER (12- 12 -12) UNLESS SOIL TESTS DETERMINE THAT THERE IS A PHOSPHOROUS DEFICIENCY. USE PHOSPHOROUS FREE FERTILIZERS 12 -0 -12. = KENTUCKY BLUEGRASS 10D LBS /ACRE; CREEPING RED FESCUE 100 LBS /ACRE; PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL RYEGRASS 20 LBS /ACRE FERTILIZE AS RECOMMENDED BY SOIL TEST. IF TESTING IS NOT DONE, APPLY 400 -600 LBS. /ACRE OF 12 -12 -12 ANALYSIS, OR EQUIVALENT, FERTILIZER. 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 FERTILIZE AS RECOMMENDED BY SOIL TEST. IF TESTING IS NOT DONE, APPLY 400 -600 LBS. /ACRE OF 12 -12 -12 ANALYSIS, OR EQUIVALENT, FERTILIZER. C = SPRING OATS 3 BUSHELS /ACRE FERTILIZE AS RECOMMENDED BY SOIL TEST. IF TESTING IS NOT DONE, APPLY 40D -600 LBS. /ACRE OF 12 -12 -12 ANALYSIS, OR EQUIVALENT, FERTILIZER. D = WHEAT OR RYE 2 BUSHELS /ACRE FERTILIZE AS RECOMMENDED BY SOIL TEST. IF TESTING IS NOT DONE, APPLY 40D -600 LBS. /ACRE OF 12 -12 -12 ANALYSIS, OR EQUIVALENT, FERTILIZER. E = ANNUAL RYEGRASS 40 LBS /ACRE (1 LB /1000 SO. FT.) FERTILIZE AS RECOMMENDED BY SOIL TEST. IF TESTING IS NOT DONE, APPLY 400 -600 LBS. /ACRE OF 12 -12 -12 ANALYSIS, OR EQUIVALENT, FERTILIZER. F = SOD G = STRAW MULCH 2 TONS /ACRE * /I/ * IRRIGATION NEEDED DURING JUNE, JULY, AUGUST AND /OR SEPTEMBER ** = IRRIGATION NEEDED FOR 2 WEEKS AFTER SUPPLYING SOD SEASONAL SOIL PROTECTION CHART SEEDBED PREPARATION: 1. TEST SOIL TO DETERMINE PH AND NUTRIENT LEVELS. (CONTACT YOUR COUNTY SWCD 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 IS NOT DONE, CONSIDER APPLYING 400 -600 LBS./ ACRE OF 12 -12 -12 ANALYSIS, OR EQUIVALENT, FERTILIZER. 4. TILL THE SOIL TO OBTAIN A UNIFORM SEEDBED, WORKING THE FERTILIZER AND LIME INTO THE SOIL 2 -4 IN. DEEP WITH A DISK OR RAKE OPERATED ACROSS THE SLOPE. 5. DO NOT USE PHOSPHOROUS CONTAINING FERTILIZER (12- 12 -12) UNLESS SOIL TESTS DETERMINE THAT THERE IS A PHOSPHOROUS DEFICIENCY. USE PHOSPHOROUS FREE FERTILIZERS (12- 0 -12). RULE 5 REQUIRES THAT ALL DISTURBED AREAS THAT WILL POTENTIALLY BE IDLE FOR 15 DAYS OR MORE BE STABILIZED (SEEDED, MULCHED, STORMWATER POLLUTION PREVENTION SCHEDULE STORMWATER POLLUTION MAINTENANCE INSTALLATION SEQUENCE PREVENTION MEASURE NOTE: IT 15 THE CONTRACTORS RESPDNSIBIUTY TO C&O OF INSPECT WEEKLY, AFTER STORM EVENTS, AND AFTER HEAVY USE; STONE ENTRANCE RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL; PRIOR TO CLEARING AND GRADING TOPDRESS WITH CLEAN STONE AS NEEDED; REMOVE ALL MUD AND ULTIMATELY RESPONSIBLE TO ENSURE THE PROJECT IS SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS IMMEDIATELY CONTRACTOR HAS THE MOST CURRENT, COMPLETE, INSPECT AFTER STORM EVENTS; REPAIR ANY AREAS OF DECOMPOSITION SILT FENCE OR DAMAGE TO FENCE MATERIAL; REMOVE SEDIMENT AT DEPTH OF ONE PRIOR TO CLEARING AND GRADING HALF FENCE HEIGHT AT LOWEST POINT OR IF FABRIC BULGES; AVOID UNDERMINING DURING CLEANOUT DEVELOPMENT MUST BE INSTALLED PER APPROVED PROJECT. ENGINEER DOES NOT ACCEPT RESPONSIBILITY, TREE PROTECTION WEEKLY, AFTER STORM EVENTS, AND AS NEEDED PRIOR TO CLEARING AND GRADING DETERMINE DEPTH AND SUITABILITY OF TOPSOIL AT THE SITE. (FOR HELP, CONTACT SHOULD CONTRACTOR UTILIZE ANY PLANS THAT DO NOT YOURLOCAL SWCD OFFICE TO OBTAIN A COUNTY SOIL SURVEY REPORT OF CONSULT TOPSOIL STOCKPILE WITH A SOIL SCIENTIST.) PRIOR TO CLEANNING AND GRADING PRIOR TO STRIPPING TOPSOIL, INSTALL ANY SITE - SPECIFIC DOWNSLOPE PRACTICES NEEDED TO CONTROL RUNOFF AND SEDIMENTTATION. REMOVE THE SOIL MATERIAL NO DEEPER THAN WHAT THE COUNTY SOIL SURVEY BESCREBES AS "SURFACE SOIL- (I.E. A OR AP HORIZON). STOCKPILE THE MATERIAL IN ACCESSIBLE LOCATIONS THAT NEITHER INTERFERE WITH OTHER CONSTRUCTION ACTIVITIES NOR BLOCK NATURAL DRAINAGE: AND INSTALL SILT FENCES, STRAW BALES, OR OTHER BARRIERS TO TRAP SEDIMENT (SEE EXHIBIT 3.02 -B). (SEVERAL SMALL PILES AROUND THE CONSTRUCTION SITE ARE USUALLY T MORE EFFICIENT AND EASIER 0 CO NTAIN THAN ONE LARGE PILE. 0 E E ) T 0. IT SHOULD BE TEMPORARILY IF SOIL IS STOCKPILED FOR MORE THAN fi M L SEEDED OR COVERED WITH A TARP OR SURROUNDED BY A SEDIMENT BARRIER. INSPECT WEEKLY AND AFTER EACH STORM EVENT; REMOVE SEDIMENT FROM CHANNEL AND REINFORCE RIDGE AS NEEDED; REPAIR OUTLET TEMPORARY DIVERSIONS DAMAGE IMMEDIATELY; REMOVE SEDIMENT FROM TRAPS WHEN 50% FULL; ALONG WITH ROUGH GRADING WHEN WORK AREA IS STABILIZED, REMOVE RIDGE, FILL CHANNEL, REMOVE TEMPORARY SLOPE DRAINS, AND STABILIZE ALL DISTURBED AREAS INSPECT THE ROCK DAM AND BASIN FOLLOWING EACH STORM EVENT. REMOVE SEDIMENT WHEN IT ACCUMULATES TO HALF THE DESIGN VOLUME (MARKED BY STAKE). ROCK DAM CHECK THE DAM AND ABUTMENTS FOR EROSION, PIPING, AND ROCK DISPLACEMENT, AFTER ROUGH GRADING AND REPAIR IMMEDIATELY. IF THE BASIN DOES NOT DRAIN BETWEEN STORMS, REPLACE THE STONE ON THE UPSTREAM FOACE OF DAME. IF THE BASIN DRAINS TO REPIDLY FOLLOWING A STORM, (LESS THAN 6 HRS.), ADD INDOT CA N0. 5 GRAVEL ON THE UPSTREAM FACE OF THE DAM. ONCE THE CONTRIBUTING D RAINAGE AREA HAS BEEN PERMANENTLY STABILIZED a. REMOVE WATER AND SEDIMENT FROM THE BASIN. b. REMOVE THE DAM, DISPOSING OF THE ROCK IN THE DESIGNATED DISPOSAL AREAS. c. SMOOTH THE SITE TO BLEND THE SURROUNDING AREA. d. STABILIZE. INSPECT PERIODICALLY TO VERIFY ADEQUATE ESTABLISHMENT OF VEGETATIVE STANDS; RESEED AND MULCH AS NEEDED; INSPECT AFTER TEMPORARY SEEDING STORM EVENTS AND REPAIR EROSION DAMAGE; TOPDRESS FALL SEEDED AFTER ROUGH GRADING WHEAT OR RYE SEEDINGS WITH 50 LBS /AC OF NITROGEN IN FEBRUARY OR MARCH IF NITROGEN DEFICIENCY IS APPARENT; WATER AS NEEDED INSPECT PERIODICALLY AND AFTER STORM EVENTS UNTIL VEGETATIVE STAND IS ESTABLISHED; ADD FERTILIZER AFTER GROWING SEASON PER PERMANENT SEEDING SOIL TEST RECOMMENDATIONS; REPAIR DAMAGED, BARE, OR SPARSE AFTER FINISH GRADING OF EACH AREA AREAS BY FILLING, REPREPARING THE SEED BED, FERTILIZING, AND /OR SEEDING AND MULCHING INSPECT FOR AREAS OF EROSION BELOW THE BLANKET AFTER EACH EROSION CONTROL BLANKET STORM EVENT; REPAIR AREAS OF EROSION BY REMOVING AFFECTED AFTER FINISH GRADING PORTION OF BLANKET, ADD SOIL, RESEED, RELAY AND STAPLE BLANKET; INSPECT PERIODICALLY AFTER VEGETATION IS ESTABLISHED INSPECT FABRIC BARRIER AFTER STORM EVENTS AND MAKE NEEDED INLET PROTECTION REPAIRS IMMEDIATELY; REMOVE SEDIMENT FROM THE POOL AREA WHILE AFTER EACH INLET IS PLACED AVOIDING DAMAGING OR UNDERCUTTING THE FABRIC SEED, SOD & LANDSCAPE KEEP SOD MOIST UNTIL FULLY ROOTED; WATER AS NEEDED AFTER FINISHED GRADING AROUND FINISHED UNITS AROUND UNITS FINISHED REMOVAL OF ROCK DAM N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF INLET PROTECTION N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF SILT FENCE N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED m 0 Lu m Q o_ w o! o_ I v, t"I MR 4P ,f »w� allCC � w w Mt �w0 N� w a� III w O N ```%�►�111111II/���, LL 6-'s M0 Q:J' ow -'sa- m ipGtsc7 �i�: l CL rn DATE DESCRIPTION 9 -5 -08 FINAL CONSTRUCTION PLANS 9 -16 -08 CITY REVIEW 9 -24 -08 CITY REVIEW 10 -06 -08 CITY REVIEW 9-� LL LL 0 J Q Z O U) w LL O D O O 3: Z Z w CL Y Q /I W �G , V W U) Q Z J U) Z Z ^W^ I..L� N_ 1.1. O Z 0 r r H Z W W CL Z O J J 0 W F- 0 CLIENT NAME: WOLFSON YOUNG CORPORATION MR. RICHARD YOUNG 9510 -1 ROSS LANE INDIANAPOLIS, INDIANA46268 (317) 876 -2300 (317) 876 -2313 © 2005 DeBoy Land Development Services, Inc. DESIGNED: BAW APPROVED: CRP (b LLB d DRAWN: CLH / RCB CHECKED BY: NOTE: THE DEVELOPER/ OWNER AND THE ENGINEER / SCALE: NTS NOTE: PRIOR TO ISSUANCE OF ANY BUILDING PERMITS PROJECT NO.: 2006 -0065 NOTE: IT 15 THE CONTRACTORS RESPDNSIBIUTY TO C&O OF SURVEYOR FOR THE DEVELOPER/ OWNER ARE THE BITUMINOUS BASE AND BINDER LAYERS FOR ALL COORDINATE WITH PROJECT ENGINEER TO INSURE THE ULTIMATELY RESPONSIBLE TO ENSURE THE PROJECT IS STREETS, DRIVES AND PARKING LOTS TO BE INSTALLED CONTRACTOR HAS THE MOST CURRENT, COMPLETE, BUILT WITH ALL PLAN COMMISSION CONDITIONS BEING AND ALL WATER MAINS AND HYDRANTS FOR THE SITE APPROVED SET OF PLANS AND SPECIFICATIONS FOR THIS MET AND ALSO PER CITY / TOWN STANDARDS AND DEVELOPMENT MUST BE INSTALLED PER APPROVED PROJECT. ENGINEER DOES NOT ACCEPT RESPONSIBILITY, SPECIFICATIONS. SPECIFICATIONS AND MADE SERVICEABLE. SHOULD CONTRACTOR UTILIZE ANY PLANS THAT DO NOT MEET THE FORESAID CRITERIA. m 0 Lu m Q o_ w o! o_ I v, t"I MR 4P ,f »w� allCC � w w Mt �w0 N� w a� III w O N ```%�►�111111II/���, LL 6-'s M0 Q:J' ow -'sa- m ipGtsc7 �i�: l CL rn DATE DESCRIPTION 9 -5 -08 FINAL CONSTRUCTION PLANS 9 -16 -08 CITY REVIEW 9 -24 -08 CITY REVIEW 10 -06 -08 CITY REVIEW 9-� LL LL 0 J Q Z O U) w LL O D O O 3: Z Z w CL Y Q /I W �G , V W U) Q Z J U) Z Z ^W^ I..L� N_ 1.1. O Z 0 r r H Z W W CL Z O J J 0 W F- 0 CLIENT NAME: WOLFSON YOUNG CORPORATION MR. RICHARD YOUNG 9510 -1 ROSS LANE INDIANAPOLIS, INDIANA46268 (317) 876 -2300 (317) 876 -2313 © 2005 DeBoy Land Development Services, Inc. DESIGNED: BAW APPROVED: CRP (b LLB d DRAWN: CLH / RCB CHECKED BY: MILD SCALE: NTS DATE: 06 -30 -06 PROJECT NO.: 2006 -0065 C&O OF 25 PROJECT: V :\2006\2006 -0065 - 11505 N. Penn - Wolf- Youn9\ENGINEERING\0RAWINGs DWG! CB.O STORMWATER POLLUTION PREVENTION DETAILS.4w9 PLOTTED tM R.C. BERGER DATE_ Mon6er October 06. 2006 9:39:58 AM