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Home My WebLink AboutBP1-C1.60 Stormwater Pollution Prevention Plan-EastCQPYRIGHT CC/2.004 williamwassociatesiarcnitects, ltd. 1 Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.corn Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS US Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering IIIIIII/p co\ _3()HNO/ 4 2// No.10100357 -0 -%3 L„,..... 0. STATE OF C- 11 1iIIK\ DATE 8/20/04 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION COPYRIGHTED BY THE SCHNEIDER CORP CARMEL CLAY PARKS RECREATION CENTRAL PARK MASS EARTHWORK BUILDING PADS CARMEL- INDIANA -46032 revised GRAPHIC NORTH FECTS PLANNERS rol Stream, Illinois 60188 Fax 630 221 -1220 i i.. v 0 7 I. 1 i 0 1 7 vg Ct 1 -g2 STORMWATER POLLUTION PREVENTION PLAN .EAST BP1 C1•6O TSC JOB NO.: 2722.002 WETLAND AREA TO REVAIN UNDISTURBED TOPSOIL STOCKPILE -SILT FENCE Lagoon excavation is to commence in the NE corner of the lagoon for initial sedimentation collection and to provide an outlet for the water that collects to prevent ponding during construction. The outlet pipe between structures 116 117 is to be placed at the time of initial excavation to allow for this water to escape during construction. Excavation should continue moving to the SW in the lagoon with the lagoon being stabilized via temporary mulching and/or seeding as the pond reaches its final depth, or any areas that will remain dormant for 15 days or more If the contractor proposes to change the sequence, he/she needs to notify John South of the SWCD at 317-773--1406. 'SILT FENCE 6' HIGH CHAIN UNK FENCE FOR WETLAND PRO CTION," SILT FENCE TO BE ATTACHED TO pHAIN LINK FEN 50' if CHAINUNK FENCE AS LOCATED BY CONSTRUCTION MANAGER CONSTRUCTION ENTRA\CE SEE SHEET 01.62 FOR ALL STORMWATER POLLUTION PREVENTION DETAILS 84 NOTES SILT FENCE MAIN CONSTRUCTION ENTRANCE 50' OF CHAINUNK FENCE AS LOCATED BY CONSTRUCTION MANAGER N ASSUMED NORTH SCALE: 1"=50 50 0 25 50 100 Fr. *Av IN■ EMM p‘• raczab:. GRAPHIC SCALE 1 ILISC-JENTID EROSION CONTROL BLANKET CONSTRUCTION ENTRANCE SILT FENCE CONSTRUCTION LIMITS FENCING INLET PROTECTION SILT FENCE INLET PROTECTION CONCRETE BLOCK W/ GRAVEL CONSTRUCTION STAGING AREA/ALL WEATHER ACCESS DRIVE lalEtC)SIECD]N NPOrIMES DEVELOPMENT NOTES 1. The Contractor shall be responsible for erosion and sediment control requirements associated with work activity. 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 throughout the land disturbing activities 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. GENERAL NOTES 1. This plan shall serve as a guideline for storm water quality. Additional requirements may be made in the field if provisions shown prove inadequate in preventing soil erosion and/or storm water pollution. 2. See erosion control sequence on sheet C1.63 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. The contractor shall maintain erosion control measures and devices during construction and until siltation of the paved area and storm sewers will no longer occur. 13. Vegetated areas with a density of less than seventy percent (70%) shall be re-stabilized using appropriate methods to minimize the erosion potential. 14. Final stabilization of a project site is considered achieved when all land 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 no 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 EROSION CONTROL PURPOSES ONLY. FOR ANY OTHER INFORMATION SEE SHEET C1.40 C1.42 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. MATCH LINE SEE SHEET B FOR CONTINUATION