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Home My WebLink AboutC104 Stormwater Pollution Prevention PlanSTORv1WATER POLLUT O\ PREVE\TIO\ SC -EDJLE EROSION CONTROL MEASURE MAINTENANCE INSTALLATION SEQUENCE SILT TRAP /ROCK DAM AT BEEHIVE INLET AS NEEDED PRIOR TO CLEARING AND GRADING STONE CONSTRUCTION ENTRANCE AS NEEDED PRIOR TO CLEARING AND GRADING SILT FENCE AROUND PERIMETER WEEKLY, AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING CONCRETE WASHOUT AREA VISUAL INSPECTION AFTER EACH USE PRIOR TO POURING CONCRETE TEMPORARY SEED DESIGNATED AREAS WATER AS NEEDED, INSPECT AFTER STORMS AFTER ROUGH GRADING INLET PROTECTION WEEKLY, AFTER STORM EVENTS AND AS NEEDED AFTER EACH INLET !S PLACED RIPRAP AT RCP END SECTION WEEKLY, AFTER STORM EVENTS AND AS NEEDED AFTER STORM SEWER END SECTION ARE PLACED PERMANENT SEEDING WATER AS NEEDED AFTER FINISH GRADING EROSION CONTROL MATTING WEEKLY, AFTER STORM EVENTS AND AS NEEDED AFTER FINISH GRADING CONSTRUCTION FINISHED REMOVAL OF SILT TRAP /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 REMOVAL OF CONCRETE WASHOUT N/A AFTER ALL CONCRETE IS POURED AND SET :SNOISIA3N DATE: 04/02/04 PROJECT NO.: 1211.020 DRAWN BY: RDR CHECKED BY: ALF SHEET TITLE: STORMWATER POLT,UTION PREVENTION PLAN DRAWING FILES: S: \1211 \020 \DWGS \C104 XREF: S: \1211 \020 \dwgs \020bs.dwg XREF: S: \i 211 \016 \dwgs \12110161. dwg XREF: S: \1211\016 \dwgs\1211016t.dwg XREF: S: \1 211 \020 \dwgs \Titiel .dwg SHEET NO,: C I C A :SNOISIA3N F C'�STF�r 1 F w 4Z i 0 N o. PE19500260 STATE OF ._\,4.(it u o N A L nln11 DATE: 52-7-- THIS DRAWING AND THE IDEAS. DESIGN=S AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTEI I FCTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THOU.1T THE WRIIIEN CONSENT OF THE SCHNEIDER CORPORATION. COPYRIGHTED BY THE SCHNEIDER CORP. 6.004 _0 8,340 42 TE ,.4 IRARY CONS T1QN. ENTRANCE" EOU.A ='ACED 20 SILT FENCE (TYP.) CONSTRUCTION LIMITS (TYR), SILT TRAP AND ROCK DAM h CONSTRUCTI N LIMITS (TYP.) RIPRAP CrA DISCLAIMER FOR THE USE OF DICTAL RLES THE INFORMATION CONTAINED WITHIN THIS DISK OR ELECTRONIC MAIL IS AS IT APPEARS ON THE SCHNEIDER CORPORATION'S ELECTRONIC FILES. By accepting delivery of this Digital File, the receiver agrees to indemnify and hold harmless The Schneider Corporation, their clients, officers, agents, and employees from and against any damages, including but not limited to reasonable attorney's fees, resulting from the use, distribution, change, or modification of the information contained within without the express written permission from The Schneider Corporation. The receiver further understands that the information that may be included within is subject to periodic revisions by The Schneider Corporation or the Client and therefore the information contained within is not warranted in any way. ►�i�i�i�i�i'�'�'i 111111111 S e PERMANENT SEEDING SOD OR EROSION CONTROL BLANKET TEMPORARY CONSTRUCTION ENTRANCE O INLET PROTEC110N SEE SHEET C801 FOR DETAILS SILT FENCE SEE SHEET C801 FOR DETAILS NOTE: SEE LANDSCAPE PLAN FOR PERMAMENT SEEDING AREAS. ASSUMED NORTH SCALE: 1 30 HOLEY MOLEY SAYS DON'T DIG BLIND "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1 -800- 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. cCsLh�1EII�Z, INCDMS INDIVIDUAL LOT DEVELOPMENT NOTES 1. The Individual lot operator (Contractor), whether owning the property or acting as the agent of the property owner, shall be responsible for erosion and sediment control requirements associated with activities on individual lots. 2. Contractor shall install and maintain a stable construction site access. 3. Contractor shall install and maintain perimeter soil erosion fence and sediment control measures prior to land disturbance. 4. Contractor shall be responsible for minimizing sediment discharge and tracking from each lot throughout the land disturbing activities on the lot until permanent stabilization has been achieved. 5. Contractor shall 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 statues and rules. 6. Adjacent lots disturbed by contractor must be repaired and stcbilized with temporary or permanent surface stabilization. GENERAL NOTES 1. This plan shall serve as a guideline for storm water quality. Additional requirements may be rnade in the field if provisions shown prove inadequate in preventing soil erosion and /or storm water pollution. 2. See erosion control sequence on sheet C801 for pre construction through post- construction requirements. 3. Spill prevention and clean up measures shall be implemented for the storage and handling of materials, such as fuels or hazardous wastes, to minimize the potential for pollutants to contaminate surface or ground water or degrade soil quality. 4. Material handling and storage associated with construction activity shall meet the spill prevention and spill response requirements of the State of Indiana laws governing reporting, containment, and response to spills of hazardous and /or objectionable materials. 5. Contractor shall implement measures to minimize or eliminate wastes or unused building materials, including garbage, debris, cleaning wastes, wastewater, concrete truck washout, and other substances from being carried from a project site by run -off or wind. Identification of areas where concrete truck washout is permissible must be clearly posted at appropriate areas of the site. Wastes and unused building materials shall be managed and disposed of in accordance with all applicable statues and regulations. 6. Public or private roadways shall be kept cleared of accumulated sediment that is a result of run -off or tracking. Bulk clearing of sediment shall not include flushing the area with water. Cleared sediment shall be redistributed or disposed of in a manner that is in accordance with all applicable statues and regulations. 7. Land alterations which strip the land of vegetation, including regrading, shall be done in a way that will minimize erosion. Whenever feasible, natural vegetation shall be retained and protected. 8. As grading is done, install silt traps, silt fences, slope drains, temporary diversions and other runoff control measures at appropriate locations to keep sediment contained on site. 9. All disturbed areas shall be seeded and straw mulched as shown on the plans immediately after completion of ground activity. For larger projects, this seeding should be completed in phases as the different areas of the site are completed. 10. The duration of time which an area remains exposed shall be kept to a practical minimum depending upon the weather. If construction activity is to cease for more than fifteen calendar days, the disturbed areas shall be temporarily seeded or mulched. 11. Permanent and final vegetation or structural erosion control devices shall be installed as soon as practical under the circumstances. 12. All storm sewer inlet protection devices shall be put in place at the time each inlet is constructed. 13. The contractor shall maintain erosion control measures and devices during construction and until siltation of the streets and storm sewers will not longer occur. 14. Vegetated areas with a density of less than seventy percent (70 shall be re- stabilized using appropriate methods to minimize the erosion potential. 15. Final stabilization of a project site is considered achieved when all and disturbing activities have been completed and a uniform perennial vegetative cover with a density of seventy percent (70 has been established on all unpaved areas and areas not covered by permanent structures, or equivalent permanent stabilization measures have been employed. 16. Once onsite erosion and siltation of the streets and storm sewers will not longer occur, the contractor shall remove and dispose of the temporary erosion control devices. 17. Silt fence is required around all soil stockpiles. 18. if wells or septic systems are found on site, abandon according to local, county, and state regulations. 19. During the period of construction activities, all storm water quality measures necessary to meet the requirements of this rule shall be maintained in working order. 20. A trained individual (as demonstrated by certification or experience) shall perform a written evaluation of the project site by the end of the next business day following each measurable storm event, but not less than once a week. 21. The written evaluation reports must address maintenance of storm water quality measures, problems identified at the project site and corrective actions recommended and completed to ensure compliance. Evaluation reports must be made available to the inspecting authority within 48 hours of a request. WARNING THIS SHEET TO BE USED FOR STORMWATER POLLUTION PREVENTION PURPOSES ONLY. FOR ANY OTHER INFORMATION SEE SHEET C102 C103 1 SEE SHEET C801 FOR ALL STORMWATER POLLUTION PREVENTION DETAILS NOTE Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS *LIS Horne Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering