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Tax1012B-CS150430 STORM WATER POLLUTION PREVENTION PLAN "SWPPP" For Construction of: WHISPERING HILLS DRIVE RECONSTRUCTION FROM W. SANDY LAKE ROAD TO MAGNOLIA DRIVE COPPELL, TEXAS 75019 PERMITTEES: CITY OF COPPELL 255 E PARKWAY BLVD COPPELL, TEXAS 75109 AND MCMAHON CONTRACTING, L.P. 3019 ROY ORR BOULEVARD GRAND PRAIRIE, TEXAS 75050 Owner - Copy Prepared by: OBrock Environmental * \**4„ Services, LLC. '""0 .$ aao 5332 Rochelle Road Rockwall, Texas 75032 � 214-771-3900 r c. March 2015 i'` X72 ) Entire Contents copyright©by Brock Environmental Services, LLC.All rights reserved. Reproduction in whole or part without permission is prohibited. Table of Contents I. INTRODUCTION 1 A. Responsibility of Secondary and Primary Operators 3 II. PROJECT DESCRIPTION 5 A. Nature of Construction Activity 5 B. Sequence of Construction Activities 5 C. Discharges Associated with Construction Support Activity 6 D. Estimate of Total Site Area and Disturbed Area 8 E. Soil Data / Quality of Discharge from Site 8 F. Storm Water Management 8 G. Surface Water and Wetlands 8 H. Standard Industrial Classification Codes 8 I. Endangered Species Information 8 J. Impaired Receiving Water and TMDL Requirements Information 8 K. Common Plan Development 8 L. Notice of Intent/ Notice of Termination / Notice of Change 8 III. STORM WATER POLLUTION MEASURES AND CONTROLS 9 A. Erosion and Sediment Controls 9 1. Soil Stabilization 9 2. Structural Controls-Temporary/Permanent 10 3. Sediment Control Practices 11 1) Sediment Basins 11 2) Perimeter Controls and Controls for sites less than 10 acres 11 4. Storm Water Management Controls 11 B. Other Controls 11 1. Dust Control / Offsite Vehicle Tracking 11 2. Waste Disposal 12 3. Sanitary/Septic 12 4. Water Source 12 5. Construction Phase "Best Management Practices" 12 6. Hazardous Material Storage 13 7. Spill Prevention and Response 13 8. Concrete Saw Cutting 14 Table of Contents Continued... 9. Concrete Truck Washout Requirement 14 10. Storm Water Runoff from Concrete Batch Plants 15 IV. STATE AND LOCAL PROGRAMS 15 V. INSPECTION AND MAINTENANCE 16 A. Material Storage Inspections 17 B. Soil Stabilization Inspections 17 C. Erosion and Sediment Control Inspections 17 VI. MODIFICATIONS/ REVISIONS To SWPPP 19 VII. PROCEDURAL REQUIREMENTS 20 VIII. PREPARER'S CERTIFICATION IX APPENDICES A. CONTRACTOR CERTIFICATION/SUBCONTRACTOR CERTIFICATIONS B. DELEGATION LETTERS C. TPDES CONSTRUCTION SITE NOTICES(To BE POSTED AT SITE) SMALL CONSTRUCTION SITE NOTICE/SECONDARY SITE NOTICE/LARGE SITE NOTICE/LOW POTENTIAL FOR EROSION SMALL SITE NOTICE D. NOl/NOT/NOC FORM E. ENDANGERED SPECIES CERTIFICATION /IMPAIRED RECEIVING WATER BODIES LISTING F. LIST OF POTENTIAL POLLUTANTS G. SWPPP UPDATE FORM/RECORD OF MAJOR GRADING ACTIVITIES/CHANGES IN SITE CONDITIONS H. RECORD TEMPORARY OR PERMANENT CEASED CONSTRUCTION ACTIVITIES/RECORD OF STABILIZATION MEASURES I. PROJECT DESCRIPTION, SURFACE WATER MAP, VICINITY MAP, EROSION AND SEDIMENT CONTROL PLAN WITH DRAINAGE CHARACTERISTICS, DETAILS AND SPECIFICATIONS J. INSPECTOR QUAL IFICA TIONS/INSPECTION REPORTS/RAIN EVENT LOG K ISWM TECHNICAL MANUAL BEST MANAGEMENT PRACTICE'S/EFFLUENT LIMITATIONS AND GUIDELINES L. TPDES GENERAL PERMIT NUMBER TXR 150000 FOR CONSTRUCTIONACTIVITIES M CONCRETE BATCH PLANTS REQUIREMENTS/MATERIAL MANAGEMENT SHEET/POLLUTION PREVENTION TEAM/EMPLOYEE TRAINING FORM/QUARTERLY VISUAL MONITORING FORM/ ANNUAL COMPREHENSIVE COMPLIANCE FORM/NON-STORM WATER DISCHARGES/DMR REPORT/RAIN GAUGE LOG N. SPILL PREVENTION AND RESPONSE PROCEDURES, CONTACT NUMBERS AND SPILL RESPONSE FORMS O. DEFINITIONS Storm Water Pollution Prevention Plan "SWPPP" Brock Environmental Services, LLC. I. INTRODUCTION This Storm Water Pollution Prevention Plan (SWP3) has been prepared for the proposed construction for; Whispering Hills Drive Reconstruction located from W. Sandy Lake Road to Magnolia Drive, in the City of Coppell, Dallas County Texas. This plan has been prepared as a shared plan covering activities of the General Contractor/ Primary Operator: McMahon Contracting, LP and the Owner/ Secondary Operator City of Coppell. The purpose of this SWPPP is to provide guidelines for preventing or minimizing soil and pollutants that originate on the construction site from flowing into surface water bodies during the construction period. It addresses the principal activities known to disturb significant amounts ground surface during construction. This SWPPP terminates when areas disturbed for this project reach full stabilization. From a regulatory standpoint, the site has achieved full stabilization once all areas are paved or have at least 100% vegetative coverage with a 70% density. The Primary Operator referred to in this SWPPP is McMahon Contracting, LP. The Secondary Operator is the City of Coppell. The MS4 Operator for this project is: City of Coppell Address: City of Coppell Attn: Public Works P.O. Box 9478 Coppell, TX 75019 The MS4 Operator (City of Coppell) will need to be notified of this project 2 days prior to the start of construction with a Construction Site Notice. Upon completion of all construction activities and once the site has been stabilized with vegetation, a construction site notice with the dates of completion will need to be submitted to the MS4 Operator as well. Construction Site Notices are located in Appendix C. Entire Contents copyright()by Brock Environmental Services, LLC. All rights reserved. Reproduction in whole or part without permission is prohibited. March 2015 Page 1 of 20 Storm Water Pollution Prevention Plan "SWPPP" Brock Environmental Services, LLC. The Texas general permit for construction activities provides for the following types of non- storm water discharges, which could originate at the site: 1. Discharges from fire fighting activities (fire fighting activities do not include washing of trucks, run-off water from training activities, test water from fire suppression systems, and similar activities); 2. Uncontaminated fire hydrant flushings (excluding discharges of hyperchlorinated water, unless the water is first dechlorinated and discharges are not expected to adversely affect aquatic life), which include flushings from systems that utilize potable water, surface water, or groundwater that does not contain additional pollutants (uncontaminated fire hydrant flushings do not include systems utilizing reclaimed wastewater as a source water); 3. Water from the routine external washing of vehicles, the external portion of buildings or structures, and pavement, where detergents and soaps are not used and where spills or leaks of toxic or hazardous materials have not occurred (unless spilled materials have been removed; and if local state, or federal regulations are applicable, the materials are removed according to those regulations), and where the purpose is to remove mud, dirt, or dust; 4. Uncontaminated water used to control dust; 5. Potable water sources including waterline flushings (excluding discharges of hyperchlorinated water, unless the water is first dechlorinated and discharges are not expected to adversely affect aquatic life); 6. Uncontaminated air conditioning condensate; 7. Uncontaminated ground water or spring water, including foundation or footing drains where flows are not contaminated with industrial materials such as solvents; and 8. Lawn watering and similar irrigation drainage. Other Permitted Discharges Any discharge authorized under a separate NPDES, TPDES, or TCEQ permit may be combined with discharges authorized by this general permit, provided those discharges comply with the associated permit. The storm water management controls included in this SWPPP focus on providing control of pollutant discharges with practical approaches that utilizes readily available techniques, expertise, material and equipment. The necessary forms for implementing the SWPPP are included in the Appendices including the Contractor and Sub-Contractor Certifications, Delegation Letters, Construction Site Notices, Project Description, Surface Water Maps, Erosion Control Plans, Impaired Receiving Waters and TMDL Requirements, Effluent Limitation Guidelines and Best Management Practices, Inspector Qualifications and Reports. Entire Contents copyright 0 by Brock Environmental Services, LLC. All rights reserved. Reproduction in whole or part without permission is prohibited. March 2015 Page 2 of 20 Storm Water Pollution Prevention Plan "SWPPP" Brock Environmental Services, LLC. A. Responsibility of Operators The Primary Operators and Secondary Operators with control over construction plans and specifications must: • Ensure the project specifications allow or provide that adequate BMPs are developed to meet the requirements of Part Ill of this general permit; • Ensure that the SWP3 indicates the areas of the project where they have control over project specifications, including the ability to make modifications in specifications; • Ensure all other operators affected by modifications in project specifications are notified in a timely manner so that those operators may modify their BMP's as necessary to remain compliant with the conditions of the general permit; and • Ensure that the SWP3 for portions of the project where they are operators indicates the name and site-specific TPDES authorization numbers for permittees with the day-to-day operational control over those activities necessary to ensure compliance with the SWP3 and other permit conditions. If the party with day-to-day operational control has not been authorized or has abandoned the site, the person with control over project specifications is considered to be the responsible party until the authority is transferred to another party and the SWP3 is updated. The Primary Operator with day-to-day operational control of those activities at a project that are necessary to ensure compliance with an SWP3 and other permit conditions must ensure that the SWP3 accomplishes the following requirements: • Meets the requirements of this general permit for those portions of the project where they are operators; • Identifies the parties responsible for implementation of best management practices (BMPs) described in the SWP3; • Includes, for areas where they have operational control over day-to-day activities, the name and site-specific TPDES authorization number of the parties with control over project specifications, including the ability to make modifications in specifications Secondary Operator: City of Coppell Primary Operator with Day to Day Operational Control: McMahon Contracting, LP Entire Contents copyright©by Brock Environmental Services, LLC. All rights reserved. Reproduction in whole or part without permission is prohibited. March 2015 Page 3 of 20 Storm Water Pollution Prevention Plan "SWPPP" Brock Environmental Services, LLC. Additional Requirements for the Primary Operator with Day to Day Operational Control • Post the signed, dated copy of the Construction Site Notices, prior to the start of construction, at the construction site in a location that is readily available for viewing by the general public and all inspectors from local and state agencies • A copy of the Construction Site Notices must be posted at all times thru out the duration of the project until the site has been stabilized and all erosion controls have been removed. • A Storm Water Pollution Prevention Plan (this SWPPP) must be completed and implemented for the project prior to Construction. • A signed copy of the SWPPP should be retained at the project site at all times • City of Coppell, McMahon Contracting, LP and all subcontractors must sign the appropriate certification statement in Appendix A • This SWPPP must be updated each time there are significant modifications to major construction activities, contractors or pollutant control practices • McMahon Contracting, LP will provide qualified personnel to conduct inspections of the project as described previously to assure compliance with the SWPPP. Based on inspection results, the SWPPP and pollution prevention control techniques must be modified by the contractors if necessary to assure that storm water or the identified non-storm water discharges are the only discharges leaving the project site • The SWP3 must be retained on-site at the construction site or, if the site is inactive or does not have an on-site location to store the plan, a notice must be posted describing the location of the SWP3 • If the SWP3 is retained off-site, then it shall be made available as soon as reasonably possible. In most instances, it is reasonable that the SWP3 shall be made available within 24 hours of the request • Discharge of hazardous substances or oil into storm water is subject to reporting requirements. Refer to TPDES general permit for specific guidelines. Each contractor is responsible for complying with these reporting requirements • Questions about the TPDES program can be directed to the Texas Commission on Environmental Quality. A copy of the TPDES General Permit Number TXR150000 is included for reference Entire Contents copyright©by Brock Environmental Services, LLC. All rights reserved. Reproduction in whole or part without permission is prohibited. March 2015 Page 4 of 20 Storm Water Pollution Prevention Plan "SWPPP" Brock Environmental Services, LLC. II. PROJECT DESCRIPTION A. Nature of Construction Activity This project consists of the reconstruction of Whispering Hills Drive from Magnolia Drive to West Sandy Lake Road. Currently a 27-ft wide, 2-lane concrete residential street with curb and gutter from Magnolia to River Road and a 38-ft wide 2-lane residential collector street with ditches from River Road to West Sandy Lake Road, Whispering Hills will be reconstructed in generally the same alignment. From Magnolia Drive to River Road, the road will be reconstructed as a 28-ft wide 2-lane residential street with curb and gutters. From River Road to West Sandy Lake, Whispering Hills Drive will be constructed as a 34-ft wide, 2-lane concrete roadway with curb and gutters and sidewalks in the filled in ditches. Approximately 3,500 linear feet of existing 8-inch water line will be replaced and approximately 4,000 linear feet of existing 8-inch sanitary sewer will be replaced. Approximately 1,200 linear feet of 18-24 inch storm drain pipe will be added with various storm drain structures along with all associated appurtenances. Construction activities included in this project are: installation of erosion controls, grading and clearing, excavation and embankment, preparation of right of way, stockpiling and removal, construction of utilities and storm drain system, grading, forming and subgrade stabilization, paving operations, final grading, seeding and stabilizing all areas disturbed by construction. McMahon Contracting, LP is responsible for submitting a copy of the Construction Site Notice to the City of Coppell prior to the start of construction. Once the construction site notice has been submitted, mobilization of equipment may begin with installation of erosion controls for the first phase of this project. The second grouping of activities includes grading and clearing, preparation of right of way, excavation and embankment, stockpiling and removal, construction of utilities and storm drain system, grading, forming, subgrade stabilization, paving operations and all related appurtenances. The last activities will be placement of topsoil, final grading and seeding or sodding for final stabilization. Following the final site cleanup and stabilization, temporary erosion controls will be removed from the site. When all construction is completed and the site stabilized a construction site notice with the completion date will need to be submitted to the City of Coppell. Refer to Appendix D. B. Sequence and Schedule of Construction Activities The schedule of construction activities is listed below. The anticipated sequences of construction activities, which will disturb significant amounts of soil, are provided on the next page. Project scheduled start date is: March 2015 Scheduled completion date: December 2015 Entire Contents copyright© -._...__...,__.......... . ._,.,,,, ...,,,, , by Brock Environmental Services, LLC. All rights reserved. Reproduction in whole or part without permission is prohibited. March 2015 Page 5 of 20 Storm Water Pollution Prevention Plan "SWPPP" Brock Environmental Services, LLC. Erosion Controls will be installed: March 2015 Dates of Final Stabilization anticipated: December 2015 Specific activities include: • Installation of sediment controls will begin at the time of mobilization for the equipment and materials. These activities will be the first activities at the site and will be completed prior to any dirt work. • All construction contractors staging will take place at the site and no offsite staging areas will be used • Preparation of R.O.W., establish perimeter controls using silt fence as necessary for temporary erosion control • Grading and clearing • Excavation and embankment • Construction of utilities and storm drain system • Grading, forming and subgrade stabilization • Paving operations and all related appurtenances • Final grading • Seeding or sodding for final stabilization • When construction is complete, the site is stabilized and approved by the Engineer, remove all temporary sediment controls and reseed any areas disturbed by their removal • Submit a Construction Site Notice to the City of Coppell with the dates of completion filled in. (Appendix C) A detailed site description may be found in Appendix I: Project Description Primary Operator- McMahon Contracting, LP 1. Provide stabilized construction entrances and sediment barriers. Clean the existing rock and /or add rock as necessary to prevent mud and dirt from being tracked onto existing public streets. 2. Maintain silt fence and inlet protections throughout the duration of the project. Replace if required. Remove silt and mud, in order to restore sediment containment capacity. 3. Maintain erosion control measures during all phases of construction, landscaping or temporary vegetation. 4. Remove and dispose of the erosion controls once their use is no longer needed. Locations for structural controls and details are shown on the Erosion Control Plan (Appendix I) C. Discharges Associated with Construction Support Activity Examples of construction support activities include, but are not limited to, concrete batch plants, rock crushers, asphalt batch plants, equipment staging areas, material storage yards, material borrow areas, and excavated material disposal areas. Discharges of storm water runoff from construction support activities may be authorized under this general permit, provided that the following conditions are met: Entire Contents copyright©by Brock Environmental Services, LLC. All rights reserved. Reproduction in whole or part without permission is prohibited. March 2015 Page 6 of 20 Storm Water Pollution Prevention Plan "SWPPP" Brock Environmental Services, LLC. (a) the activities are located within one (1)-mile from the boundary of the permitted construction site and directly support the construction activity; (b) an SWP3 is developed for the permitted construction site according to the provisions of this general permit, and includes appropriate controls and measures to reduce erosion and discharge of pollutants in stormwater runoff from the construction support activities; and (c) the construction support activities either do not operate beyond the completion date of the construction activity or, at the time that they do, are authorized under separate Texas Pollutant Discharge Elimination System (TPDES) authorization. Separate TPDES authorization may include the TPDES Multi Sector General Permit (MSGP), TXR050000, or coverage under an alternative general permit if available, or authorization under an individual water quality permit. Batch Plant This project will not include a batch plant to be used as part of this project. Concrete Washout Areas All projects must have a •esignated concrete wash out area(s). A concrete washout pit or other containment shall be installed a minimum of 50 feet away from inlets, swales, drainage ways, channels, and other waters, if the site configuration provides sufficient space to do so. In no case shall concrete washout occur closer than 20 feet from inlets, swales, drainage ways, channels and other waters. Designated concrete washout areas must be shown on the erosion control plan. Stock Piles: Areas where excavated or additional materials (fill) will be stored will be shown on the erosion plan. Material Storage Areas: These areas should be maintained to keep material limited on the site to materials needed the job. Liquid containers must be kept closed when fluids are not being removed, and drip pans must be used under any containers with valves or spigots attached. Equipment Staging Areas: Additional erosion controls may be needed to prevent offsite tracking. Any petroleum products stored in the staging area must be in closed containers in good condition to prevent leaking. Locations for structural controls and details for any of the above areas must be show on the Erosion Control Plan. If the locations of these areas are not known at the time the SWPPP is developed, it is the responsibility of McMahon Contracting, LP to update the Erosion Control Plans to show the exact location of these areas. Entire Contents copyright©by Brock Environmental Services, LLC. All rights reserved. Reproduction in whole or part without permission is prohibited. March 2015 Page 7 of 20 Storm Water Pollution Prevention Plan "SWPPP" Brock Environmental Services, LLC. D. Estimate of Total Site Area and Disturbed Areas The total area for this project consists of approximately 4.02 acres of which 4.02 acres will be disturbed by this project. E. Soil Data /Quality of Discharge from site. Soils primarily consist of Houston Black-Urban land complex. Refer to the Natural Resources Conservation Service Web Soil Survey for additional information regarding soil type. No information on the quality of discharge from the site has been provided. F. Storm Water Management Storm water management will be provided by BMP's which filter sediment from stormwater prior to reaching inlets and storm sewer system which drains to natural facilities maintained by the City of Coppell. G. Surface Waters and Wetlands The potential receiving water body is: Grapevine Creek. To the best of our knowledge, this project is not located within any known wetland areas. H. Standard Industrial Classification Codes The major construction activities will have the Standard Industrial Classification codes listed below: 1611 / 1623 I. Endangered Species Information To the best of our knowledge, there are neither endangered or threatened species nor critical habitat found in the proximity of this project. See Appendix E J. Impaired Receiving Water and TMDL Requirements This project discharges to segment 0822B. This segment is listed on the 2012 Texas 303 (d) listing as bacteria impaired waters. See Appendix E K. Common Plan Development This project is not considered as part of a larger common plan of development. Any project that has a disturbed area less than one acre, but that is part of a larger plan of development must follow the guidelines for construction of a Large Project. L. Notice of Intent/ Notice of Termination / Notice of Change This project is considered as a small project with a disturbed area less than 5 acres no NOI is needed for this project. C Entire Contents copyright©by Brock Environmental Services, LLC. All rights reserved. Reproduction in whole or part without permission is prohibited. March 2015 Page 8 of 20 Storm Water Pollution Prevention Plan "SWPPP" Brock Environmental Services, LLC. III. STORM WATER POLLUTION MEASURES AND CONTROLS A. Erosion and Sediment Controls Erosion and sediment control practices can be divided into three broad categories: (1) soil stabilization, (2) structural controls, and (3) management practices. Each of these categories has temporary and permanent control measures to be considered. Soil stabilization and structural practices will be installed and maintained in accordance with the Project construction drawings and specifications. 1. Soil Stabilization Stripping of vegetation will be conducted in a manner that minimizes erosion. Cut and fill operations will follow the grading plans and be kept to a minimum where practicable. McMahon Contracting, LP is responsible for planting vegetation (and establishing 100% coverage with at least 70% density) on all ground disturbed during construction and is responsible for watering and maintaining the vegetation until final project is accepted by City of Coppell. Erosion control and stabilization measures must be initiated immediately in portions of the site where construction activities have temporarily ceased and will not resume for a period exceeding 14 calendar days. Stabilization measureshat provide a protective cover must be initiated immediately in portions of the site where construction activities have permanently ceased. The term "immediately" is used to define the deadline for initiating stabilization measures. In the context of this requirement, "immediately" means as soon as practicable, but no later than the end of the next work day, following the day when the earth-disturbing activities have temporarily or permanently ceased. Except as provided in (A) through (D) below, these measures must be completed as soon as practicable, but no more than 14 calendar days after the initiation of soil stabilization measure: (A) Where the initiation of stabilization measures by the 14th day after construction activity temporarily or permanently ceased is precluded by snow cover or frozen ground conditions, stabilization measures must be initiated as soon as practicable. (B) In arid areas, semi-arid areas, or drought-stricken areas where the immediate initiation of stabilization measures after construction activity has temporarily or permanently ceased or is precluded by arid conditions, erosion control and stabilization measures must be initiated as soon as practicable. Where vegetative controls are not feasible due to arid conditions, the operator shall immediately install, and within 14 calendar days of a temporary or permanent cessation of work in any portion of the site complete, non-vegetative erosion controls. If non-vegetative controls are not feasible, the operator shall install temporary sediment controls. Entire Contents copyright()by Brock Environmental Services, LLC. All rights reserved. Reproduction in whole or part without permission is prohibited. March 2015 Page 9 of 20 Storm Water Pollution Prevention Plan "SWPPP" Brock Environmental Services, LLC. (C) In areas where temporary stabilization measures are infeasible, the operator may alternatively utilize temporary perimeter controls. The operator must document in the SWP3 the reason why stabilization measures are not feasible, and must demonstrate that the perimeter controls will retain sediment on site to the extent practicable. The operator must continue to inspect the BMPs at the frequency established in Section III.F.7.(a) for unstabilized sites. (D) If the initiation or completion of vegetative stabilization is affected by circumstances beyond the control of the permittee, vegetative stabilization must be initiated or completed as soon as conditions or circumstances allow it on the site. The requirement to initiate stabilization is triggered as soon as it is known with reasonable certainty that work will be stopped for 14 or more additional calendar days. TCEQ does not expect that temporary or permanent stabilization measures to be applied to areas that are intended to be left un-vegetated or unstabilized following construction (e.g., dirt access roads, pate pads, areas being used for storage of vehicles, equipment, or materials). Final stabilization must be achieved prior to termination of permit coverage. Refer to Appendix K "Best Management Practices" for details on stabilization measures. 2. Structural Controls - Temporary/ Permanent Erosion and sediment controls will be constructed and maintained according to the standards in the construction drawings and specifications, and the site map. Listed below are the structural controls to be used at the Project site. Temporary Controls • Silt Fence • Inlet Protection • Construction Entrance • Erosion Control Logs Permanent Controls • Seeding and Landscaping Refer to the Erosion Plan located in Appendix I for details and specifications for the structural controls Entire Contents copyright©by Brock Environmental Services, LLC. All rights reserved. Reproduction in whole or part without permission is prohibited. March 2015 Page 10 of 20 Storm Water Pollution Prevention Plan "SWPPP" Brock Environmental Services, LLC. 3. Sediment Control Practices 1. Sediment Basins A sedimentation basin is required, where feasible, for a common drainage location that serves an area with ten (10) or more acres disturbed at one time. A sedimentation basin may be temporary or permanent, and must provide sufficient storage to contain a calculated volume of runoff from a 2-year, 24-hour storm from each disturbed acre drained. If a sedimentation basin is not feasible, then the permittee shall provide equivalent control measures until final stabilization of the site. In determining whether installing a sediment basin is feasible, the permittee may consider factors such as site soils, slope, available area, public safety, precipitation patterns, site geometry, site vegetation, infiltration capacity, geotechnical factors, depth to groundwater, and other similar considerations. The permittee shall document the reason that the sediment basins are not feasible, and shall utilize equivalent control measures, which may include a series of smaller sediment basins N/A-This project does not require the use of a sediment basin as part of this project. 2. Perimeter Controls and Controls for Sites with Disturbed Area Less Than 10 Acres. At a minimum, silt fences, vegetative buffer strips, or equivalent sediment controls are required for all down slope boundaries of the construction area, and for those side slope boundaries deemed appropriate as dictated by individual site conditions 4. Storm Water Management Controls Storm water management during construction will consist of containing pollutants on the site. Soil is the most significant potential pollutant. It will be contained by the Silt Barriers and Sediment Traps. These controls must be properly installed and maintained by McMahon Contracting, LP in order to contain soil on the site. Chemicals, fuels and similar potential pollutants will be contained by careful handling and storage and by utilizing portable or plastic covered Earth Containment Berms as needed. B. Other Controls 1. Dust Control / Off-site Vehicle Tracking During construction, water trucks will be used by McMahon Contracting, LP to reduce dust as needed. After construction, the site will be stabilized as described elsewhere in order to reduce dust. Entire Contents copyright 0 by Brock Environmental Services, LLC. All rights reserved. Reproduction in whole or part without permission is prohibited. March 2015 Page 110120 Storm Water Pollution Prevention Plan "SWPPP" Brock Environmental Services, LLC. Construction traffic shall enter and exit at the site at a Construction Entrance, which will be stabilized after the completion of the project. Construction traffic will enter and exit the work area at a Construction Entrance with a stabilized rock entrance or equivalent device. The purpose of the rock entrance is to minimize the amount of soil and mud that is tracked onto existing streets. If sediment escapes the project site, offsite accumulations of sediment will be removed at a frequency sufficient to minimize offsite impacts. 2. Waste Disposal a. All solid waste materials, including disposable materials incidental to the major construction activities, will be collected in containers. The containers will be emptied periodically and hauled to a landfill. Each container must be covered to prevent the blowing of debris from the container. Each contractor is responsible for proper disposal of his own trash. b. Substances that have the potential for polluting surface and/or groundwater must be controlled by whatever means necessary to ensure that they do not discharge from the site. It is the responsibility of each contractor to make sure pollutant discharge is avoided. As an example, special care shall be exercised during equipment fueling and servicing operations. If a spill occurs, it shall be contained and disposed of so that it will not flow from the site or soak in to the soil. In this regard, potentially polluting substances shall be handled in a manner consistent with the impact they represent. 3. Sanitary/ Septic Contractors shall comply with all Federal, State and local sanitary sewer septic system regulations. Temporary portable sanitary facilities shall be provided at the site by each contractor throughout construction activities. They shall be utilized by construction personnel and serviced regularly by a commercial operator. All Expenses associated with providing sanitary facilities are the responsibility of the contractors. 4. Water Source Water used to establish and maintain grass, to control dust, and for other purposes during the construction phase must originate from a public water supply or private well approved by the Texas State Department of Health. Temporary fire hydrants meters shall be used until such time the potable water is available within the site. 5. Construction Phase "Best Management Practices" (BMPs) During the construction phase, McMahon Contracting, LP will also implement the following measures listed on the next page: Entire Contents copyright©by Brock Environmental Services, LLC. All rights reserved. Reproduction in whole or part without permission is prohibited. March 2015 Page 12 of 20 Storm Water Pollution Prevention Plan SWPPP" Brock Environmental Services, LLC. a. Equipment fueling, maintenance and cleaning will only be done in protected areas. The areas will be surrounded by a temporary 15" high perimeter Liquid tight Earth Containment Berm with a liner covered by plastic sheeting. b. Equipment wash down (except for wheel washes) shall take place within an area surrounded by an Earth Containment Berm. Use of detergents is prohibited. c. Chemicals, paints, solvents, fertilizers and other toxic or hazardous materials shall be stored in waterproof containers. Except during application, the containers shall be kept in trucks or within storage facilities. Run-off containing such materials shall be collected, removed from the site and disposed of at an approved solid waste or chemical disposal facility. 6. Hazardous Material Storage Chemicals, fertilizers and other toxic or hazardous materials should be stored in their original containers (if original container is not resealable, store the products in clearly labeled, waterproof containers). Except during application, the containers should be kept in trucks or in bermed areas within covered storage facilities. Storm water runoff containing such materials shall be collected, removed from the site and disposed of in accordance with the federal, state and local regulations. As may be required by federal, state or local regulations, the Operator should have a Hazardous Materials Management Plan and/or Hazardous Materials Spill and Prevention Program in place. A foreman or supervisor should be designated in writing to oversee, enforce and instruct construction workers on proper hazardous materials storage and handling procedures. Should hazardous materials be stored on site this erosion and sediment control plan shall be annotated to indicate where the materials will be stored. These additional controls are necessary to minimize or prevent pollutants, such as chemicals, oil and grease, metals, floatables, and sanitary wastes from entering storm water runoff. 7. Spill Prevention and Response Consistent with the general permit requirements, all potential pollutants other than sediment will be handled and disposed of in a manner that does not cause contamination of storm water. Non-sediment pollutants that may be present during construction activities include: • Petroleum products including fuel, lubricants, hydraulic fluids, and form oils. • Polymer used for soil stabilization Entire Contents copyright 0 by Brock Environmental Services, LLC. All rights reserved. Reproduction in whole or part without permission is prohibited. March 2015 Page 13 of 20 Storm Water Pollution Prevention Plan SWPPP" Brock Environmental Services, LLC. • Water treatment chemicals (coagulant, acid, sodium bicarbonate) • Concrete • Paints • Fertilizers These materials, and other materials used during construction with the potential to impact storm water, will be stored, managed, used, and disposed of in a manner that minimizes the potential for releases to the environment and especially into storm water. Spill Response Procedures, Contact Numbers and Spill Response Forms are included in Appendix N 8. Concrete Saw Cutting Concrete waste at construction sites comes in two forms: 1) excess fresh concrete mix including truck and equipment washing, and 2) concrete dust and concrete debris resulting from demolition. Both forms have the potential to impact water quality through storm water runoff contact with the waste. Slurry Collection & Disposal During saw cutting operations, the slurry and cuttings shall be continuously vacuumed to control the flow of water from the operations site. The slurry and cuttings shall not be allowed to drain to the storm drain system, swale, stream or other water body. The slurry and cuttings shall not be allowed to remain on the pavement to dry out. Collected slurry and cuttings shall be discharged in an area protected by one or more sediment removal BMPs and shall be done in a manner that does not result in a violation of groundwater or surface water quality standards. Never dump waste illicitly or without property owner's knowledge and consent. Slurry may be disposed of in facilities designated for washdown of concrete trucks. 9. Concrete Truck Wash Out Requirements Direct discharge of concrete truck wash out water to surface water in the state, including discharge to storm sewers, is prohibited by this general permit. The discharge of wash out water shall not cause or contribute to groundwater contamination. Wash out of concrete trucks during rainfall events shall be minimized Entire Contents copyright©by Brock Environmental Services, LLC. All rights reserved. Reproduction in whole or part without permission is prohibited. March 2015 Page 14 of 20 Storm Water Pollution Prevention Plan "SWPPP" Brock Environmental Services, LLC. Concrete truck wash out water shall be discharged to areas at the construction site where structural controls have been established to prevent direct discharge to surface waters, or to areas that have a minimal slope that allow infiltration and filtering of wash out water to prevent direct discharge to surface waters. Structural controls may consist of temporary berms, temporary shallow pits, temporary storage tanks with slow rate release, or other reasonable measures to prevent runoff from the construction site. The direct discharge of concrete truck wash out water is prohibited at all times, and the operator shall insure that its BMPs are sufficient to prevent the discharge of concrete truck washout as the result of rain. The SWP3 shall include concrete wash out areas on the associated maps in Appendix I. 10. Storm Water Runoff from Concrete Batch Plants Discharges of storm water runoff from concrete batch plants at regulated construction sites may be authorized under the provisions of this general permit provided that the following requirements are met for concrete batch plant(s) authorized under the General Permit. This permit does not authorize the discharge or land disposal of any wastewater from concrete batch plants at regulated construction sites. Authorization for these wastes must be obtained under an individual permit or an alternative general permit. See Appendix M for Concrete Batch Plants Requirements IV. STATE AND LOCAL PROGRAMS To the best Knowledge of all parties involved with the implementation of this SWP3, all measures and considerations specified in this plan meet the requirements of the TCEQ TPDES General Permit TXR150000, the City of Coppell and Dallas County. A. Permittees must ensure that the SWP3 is consistent with requirements specified in applicable sediment and erosion site plans or site permits, or stormwater management site plans or site permits approved by federal, state, or local officials. B. SWP3s must be updated as necessary to remain consistent with any changes applicable to protecting surface water resources in sediment erosion site plans or site permits, or stormwater management site plans or site permits approved by state or local official for whom the permittee receives written notice. Entire Contents copyright©by Brock Environmental Services, LLC. All rights reserved. Reproduction in whole or part without permission is prohibited. March 2015 Page 15 of 20 Storm Water Pollution Prevention Plan "SWPPP" Brock Environmental Services, LLC. V. INSPECTION AND MAINTENANCE All disturbed areas, as well as all erosion and sediment controls devices, will be inspected every fourteen (14) calendar days and after a rain event greater than 1/2 inch or as an alternative the inspection schedule may be developed to require that these inspections will occur at least once every seven (7) calendar days. If this alternative schedule is implemented, then the inspection must occur on a specifically defined day, regardless of whether or not there has been a rainfall event. The schedule may be changed a maximum of one (1) time each month, the schedule must be implemented at the beginning of a calendar month, and the reason for the schedule must be documented in this SWPPP. Inspections shall be conducted, and a written report prepared by a qualified personnel familiar with the TPDES general permit, this SWPPP and the project. Personnel provided by the McMahon Contracting, LP must inspect disturbed areas of the construction site that have not been finally stabilized, areas used for storage of materials that are exposed to precipitation, discharge locations, and structural controls for evidence of, or the potential for, pollutants entering the drainage system. Personnel conducting these inspections must be knowledgeable of the general permit, familiar with the construction site, and knowledgeable of the SWP3 for the site. Sediment and erosion control measures identified in the SWP3 must be inspected to ensure that they are operating correctly. Locations where vehicles enter or exit the site must be inspected for evidence of off-site sediment tracking. The SWP3 must be modified based on the results of inspections, as necessary, to better control pollutants in runoff. Revisions to the SWP3 must be completed within seven (7) calendar days following the inspection. If existing BMPs are modified or if additional BMPs are necessary, an implementation schedule must be described in the SWP3 and wherever possible those changes implemented before the next storm event. In the event of flooding or other uncontrollable situations which prohibit access to the inspection sites, inspections must be conducted as soon as access is practicable. Utility line installation, pipeline construction, and other examples of long, narrow, linear construction activities may provide inspection personnel with limited access to the areas an d inspection of these areas could require that vehicles compromise temporarily or even permanently stabilized areas, cause additional disturbance of soils, and increase the potential for erosion. In these circumstances, controls must be still be inspected at least once every 14 days and rain events, but representative inspections may be performed. For representative inspections, personnel must inspect controls along the construction site for 0.25 mile above and below each access point where a roadway, undisturbed right-of- way, or other similar feature intersects the construction site and allows access to the areas. McMahon Contracting, LP will keep a current copy of the SWPPP on the project site, post the construction site notice, and insert inspection report forms (Appendix J) (and all other documents relating to storm water pollution prevention) in the Plan. McMahon Contracting, LP will provide qualified personnel to perform the mandatory 14 day/ Rain Event Inspections. Refer to Appendix J for Inspector Name, Qualifications and Reports. Entire Contents copyright©by Brock Environmental Services, LLC. All rights reserved. Reproduction in whole or part without permission is prohibited. March 2015 Page 16 of 20 Storm Water Pollution Prevention Plan "SWPPP" Brock Environmental Services, LLC. A. Material Storage Inspections Inspectors must evaluate areas used for storage of materials that are exposed to precipitation. The purpose is to ensure that materials are protected and/or impounded so that pollutants cannot discharge from storage areas. Offsite material storage areas used solely by the subject project (none anticipated) are considered to be part of the project by the TCEQ and must be included in the site inspection report. B. Soil Stabilization Inspections Seeded areas will be inspected to confirm that a healthy stand of grass is maintained. The site has achieved final stabilization once all areas are covered with pavement, or have a stand of grass with at least 70% uniform density. The density of 70% or greater must be maintained to be considered as stabilized. The contractor is responsible for watering, fertilizing and reseeding disturbed areas as needed to achieve this goal. C. Erosion and Sediment Control Inspections All controls will be inspected at least once every fourteen (14) calendar days. It is also recommended that "walk through inspections" be conducted prior to storm events. The following is a list of inspection/maintenance practices that will be used for specific controls: Silt Fencing: Silt fence should be inspected regularly for buildup of excess sediment, undercutting, sags, and other failures. Sediment should be removed when it reaches approximately one-half the height of the fence. In addition, determine the source of excess sediment and implement appropriate BMPs to control the erosion. If the fabric becomes damaged or clogged, it should be repaired or replaced as necessary. Inlet Protection: Inlet protections should be inspected regularly, when silt fence is used and the fabric becomes clogged, it should be cleaned or, if necessary, replaced. Also, sediment should be removed when it reaches approximately one-half the height of the inlet protection device. Construction Entrance: Additional stone/rock will be placed at the construction entrance as needed to prevent tracking of mud onto public roads. All material spilled, dropped, wash, or tracked onto roadways from vehicles leaving the site will be removed immediately. Vegetative Buffer Strips: Vegetated filter strips and buffers should be inspected regularly. If rill erosion is developing, additional controls are needed to spread the flow before it enters the vegetated area. Rake light accumulations of sediment from the vegetation. Remove trash that accumulates in the vegetation. Additional sediment controls (e.g. a line of organic filter tubes or silt fence), are needed if sediment accumulations are large enough to bury the vegetation. Inspect established planted vegetation for bare areas and place sod or install seeded erosion control blankets, as appropriate. Mow as needed after planted vegetation is mature. Entire Contents copyright©by Brock Environmental Services, LLC. All rights reserved. Reproduction in whole or part without permission is prohibited. March 2015 Page 17 of 20 Storm Water Pollution Prevention Plan "SWPPP" Brock Environmental Services, LLC. Erosion Control Blankets:Should be inspected regularly for bare spots caused by weather related events. Missing or loose blankets must be replaced or re-anchored. Also check for excess sediment deposited from runoff. Remove sediment and/or replace blanket if necessary. Concrete Waste: Concrete waste at construction sites comes in two forms: 1) excess fresh concrete mix including truck and equipment washing, and 2) concrete dust and concrete debris resulting from demolition, saw cutting and batching. All these forms have the potential to impact water quality through storm water runoff contact with the waste. Concrete Washout: All concrete truck washouts shall be discharged in an area protected by one or more sediment removal BMPs and shall be done in a manner that does not result in a violation of groundwater or surface water quality standards. Good Housekeeping: Litter, demolition debris, and equipment chemicals exposed to storm water shall be prevented from becoming a pollutant source for storm water discharges by means of screening of outfalls and daily pickup of litter. Discharge of Standing Water: Discharge of standing water will not occur unless the discharge will not cause an exceedance of Surface Water Quality Limits. Maintenance Requirements All protective measures identified in the SWP3 must be maintained in effective operating condition. If, through inspections or other means, the permittee determines that BMPs are not operating effectively, then the permittee shall perform maintenance as necessary to maintain the continued effectiveness of stormwater controls, and prior to the next rain event if feasible. If maintenance prior to the next anticipated storm event is impracticable, the reason shall be documented in the SWP3 and maintenance must be scheduled and accomplished as soon as practicable. Erosion and sediment controls that have been intentionally disabled, run-over, removed, or otherwise rendered ineffective must be replaced or corrected immediately upon discovery. If periodic inspections or other information indicates a control has been used incorrectly, is performing inadequately, or is damaged, then the operator shall replace or modify the control as soon as practicable after making the discovery. Sediment must be removed from sediment traps and sedimentation ponds no later than the time that design capacity has been reduced by 50%. For perimeter controls such as silt fences, berms, etc., the trapped sediment must be removed before it reaches 50% of the above-ground height. If sediment escapes the site, accumulations must be removed at a frequency that minimizes off-site impacts, and prior to the next rain event, if feasible. Entire Contents copyright©by Brock Environmental Services, LLC. All rights reserved. Reproduction in whole or part without permission is prohibited. March 2015 Page 18 of 20 Storm Water Pollution Prevention Plan "SWPPP" Brock Environmental Services, LLC. VI. MODIFICATIONS / REVISIONS TO SWPPP THE SWPPP MUST BE REVISED OR MODIFIED IF ANY OF THE FOLLOWING OCCUR: A change in design, construction, operation, or maintenance that has a significant effect on the discharge of pollutants and that has not been previously addressed in the SWP3 Changing site conditions based on updated plans and specifications, new operators, new areas of responsibility, and changes in BMPs; or Results of inspections or investigations by site operators, operators of a municipal separate storm sewer system receiving the discharge, authorized TCEQ personnel, or federal, state or local agency approving sediment and erosion plans indicate the SWP3 is proving ineffective in eliminating or significantly minimizing pollutants in discharges authorized under the general permit. Based on inspection results, any necessary modification to this SWPPP shall be implemented within seven (7) calendar days of the inspection. A modification is necessary if a control measure or operational procedure does not provide adequate pollutant control. All revisions shall be recorded on the Update Form (Appendix G) within seven calendar days of the inspection. It is the responsibility of each operator or subcontractor to maintain effective pollutant discharge controls. Physical site conditions or contractor/subcontractor practices could make it necessary to install more controls than were originally planned. For example, localized concentrations of surface runoff or unusually steep areas could require additional silt barrier, or other structural controls. Assessing the need for, and installing additional controls will be a continuing Primary Operator responsibility until final stabilization is achieved. City of Coppell and McMahon Contracting, LP, who will be implementing this SWPPP, must remain alert to the need to periodically refine and update this SWPPP in order to accomplish the intended goals. UPDATE FORMS LISTED BELOW ARE LOCATED IN APPENDICES F, G AND H LIST OF POTENTIAL POLLUTANTS SWPPP UPDATE FORM CHANGES IN SITE CONDITIONS RECORD STABILIZATION MEASURES RECORD OF TEMPORARY OR PERMANENT CEASED CONSTRUCTION ACTIVITIES . Entire �____.__. „,,,, �._....,. _ _. Contents copyright 0 by Brock Environmental Services, LLC. All rights reserved. Reproduction in whole or part without permission is prohibited. March 2015 Page 19 of 20 Storm Water Pollution Prevention Plan "SWPPP" Brock Environmental Services, LLC. VII. PROCEDURAL REQUIREMENTS During construction, City of Coppell and McMahon Contracting, LP as well as all subcontractors must comply with the following requirements of the TCEQ TPDES Storm Water General Permit: This SWPPP must be certified by City of Coppell and McMahon Contracting, LP for the Project prior to ground disturbance. It is the Responsibility of McMahon Contracting, LP to submit a copy of the Construction Site Notice to the City of Coppell prior to the start of Construction. McMahon Contracting, LP is required to keep a signed copy of this SWPPP and supporting documents on-site. In maintaining plans, all records and supporting documents should be compiled together in an orderly fashion. Federal and State regulations require permittee(s) to keep the SWPPP and all reports and documents for at least three years after the project is complete. This provision ensures that all records are available in the event the documents need to be reviewed. All subcontractors involved in any earth disturbing activities, must sign the appropriate certification statement located in Appendix A. At a minimum, this includes the excavation and grading contractors. McMahon Contracting, LP will conduct inspections of the project as described previously to assure compliance with this SWPPP. Based on inspection results, this SWPPP and BMPs may require modification by City of Coppell to assure the quality of storm water or the identified non-storm water discharges are leaving the site in compliance with the TCEQ TPDES Storm Water General Permit. All modifications must be implemented within seven calendar days after the inspection. City of Coppell must approve modifications specific to construction projects prior to implementation by McMahon Contracting, LP and/or subcontractors as required under the TCEQ TPDES Storm Water General Permit. This SWPPP may be amended at any time if it is found to inadequately address conditions of the TCEQ TPDES Storm Water General Permit or any amendments to the permit. This SWPPP along with supporting documentation must be retained for a period of three (3) years after the completion of the Project. It is recommended that each of the operator(s) maintain a copy of the SWPPP for the three-year period The SWPPP is not submitted to the TCEQ unless the Executive Director specifically requests a copy for review. However, when the Executive Director requests the SWPPP, the permittee(s) should submit it in a timely manner. In addition, when requested, permittee(s) should also submit the SWPPP to state or local sediment and erosion or storm water management agencies or to the municipal operator of the TCEQ TPDES storm water permitted municipal separate storm sewer system to which the site discharges. Entire Contents copyright©by Brock Environmental Services, LLC. All rights reserved. Reproduction in whole or part without permission is prohibited. March 2015 Page 20 of 20 VIII. Preparers Certification Name of Preparers BROCK ENVIRONMENTAL SERVICES, LLC. 5332 Rochelle Road Rockwall, Texas 75032 214-771-3900 office 214-771-3913 fax I, Jennie D. Brock, owner of Brock Environmental Services, do hereby certify that the foregoing Storm Water Pollution Prevention Plan was prepared by me, under the Terms and Conditions of the TPDES General Permit No. TXR 150000. This certification does not cover any maintenance or inspection reporting required under the permit. The information and materials which were not generated by me have been furnished to me by my clients, their employees and / or engineers in the compilation of this Plan and the attached documents. Preparer has prepared the erosion/sediment control plan in accordance with guidelines set forth by local and state authorities. "I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designated to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware there are specific penalties for submitting false information, including the possibilities of fine and imprisonment for knowing violations." bei Signatur- Printed Name: Jennie D. Brock, President Company Name: Brock Environmental Services, LLC. Date: 3 'ay-tc Appendix Contractor Certification Sub Contractor Certifications SWPPP Certification: The Owner and the General Contractor(s)will need to sign this certification "This is stating that both the Owner and General Contractor agree to abide by the Storm Water Pollution Prevention Plan and the Guidelines set forth by the TCEQ and General Permit No.TXR 15000" Sub Contractor Certifications: Each subcontractor that will be disturbing soils as a part of their scope of work for this project will need to fill out and sign a subcontractor certification, ex:erosion control installer, utilities, trenching or boring company, dirt contractor, concrete, electrical, landscaping etc. It is the Responsibility of the General Contractor to ensure that the Subcontractors complete and sign the Subcontractors certifications. All signed certifications are to remain in the SWPPP throughout the duration of the project. Signatory Requirements: A duly authorized representative of each of the Operators (Primary or Secondary) must be identified and sign the following certification statement. (Separate documents maybe signed if desired). 305.128(a) All reports requested by permits and other information requested by the executive director shall be signed by a person described in §305.44(a) of this title (relating to Signatories to Applications) or by a duly authorized representative of that person. A person is a duly authorized representative only if: (1) the authorization is made in writing by a person described in §305.44(a) of this title (relating to Signatories to Applications); (2) the authorization specifies either an individual or a position having responsibility for the overall operation of the regulated facility or activity or for environmental matters for the applicant, such as the position of plant manager, operator of a well or well field, environmental manager, or a position of equivalent responsibility. (A duly authorized representative may thus be either a named individual or any individual occupying a named position); and (3) the written authorization is submitted to the executive director. (b) If an authorization under this section is no longer accurate because of a change in individuals or position, a new authorization satisfying the requirements of this section must be submitted to the executive director prior to or together with any reports, information, or applications to be signed by an authorized representative. (c) Any person signing a report required by a permit shall make the certification set forth in §.305:44.(b:) of th title (=relating to Signatories to Applications). 305.44(a) All applications shall be signed as follows. (1) For a corporation, the application shall be signed by a responsible corporate officer. For purposes of this paragraph, a responsible corporate officer means a president, secretary, treasurer, or vice-president of the corporation in charge of a principal business function, or any other person who performs similar policy or decision-making functions for the corporation; or the manager of one or more manufacturing, production, or operating facilities employing more than 250 persons or having gross annual sales or expenditures exceeding $25 million (in second- quarter 1980 dollars), if authority to sign documents has been assigned or delegated to the manager in accordance with corporate procedures. Corporate procedures governing authority to sign permit or post-closure order applications may provide for assignment or delegation to applicable corporate positions rather than to specific individuals. (2) For a partnership or sole proprietorship, the application shall be signed by a general partner or the proprietor, respectively. (3) For a municipality, state, federal, or other public agency, the application shall be signed by either a principal executive officer or a ranking elected official. For purposes of this paragraph, a principal executive officer of a federal agency includes the chief executive officer of the agency, or a senior executive officer having responsibility for the overall operations of a principal geographic unit of the agency (e.g., regional administrator of the EPA). (b) A person signing an application shall make the following certification: "I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations." Brock Environmental Services, LLC. OPERATOR CERTIFICATION STORMWATER POLLUTION PREVENTION PLAN Project Name: Whispering Hills Drive Reconstruction Project Location: From W. Sandy Lake Road to Magnolia Drive, Coppell Texas 75019 As an Operator, you are required to comply with the Storm Water Pollution Prevention Plan (SWPPP) for any work that you perform on-site. Any person or group who violates any condition of the SWPPP may be subject to substantial penalties. You are encouraged to advise each of your employees working on this project of the requirements of the SWPPP. "I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designated to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware there are specific penalties for submitting false information, including the possibilities of fine and imprisonment for knowing violations." This certification is hereby signed in reference to the above named project: SECONDARY OPERATOR: CITY OF COPPELL By: Title y /12e4:71._ Date: 4•�.y Printed Name `/5 ‘.. , PRIMARY OPERATOR: MCMAHON CONTRACTING, L.P. By: lru_ 41 tia Title: Mevl62� I MPrV►G2� Date: 3 -15--6- Printed 15=fcPrinted Name: -Net ACMah5-1 This certification is to be kept on file with the SWPPP for this project. Do not send to the TCEQ. Brock Environmental Services, LLC. SUBCONTRACTOR CERTIFICATION STORMWATER POLLUTION PREVENTION PLAN Project Name: Whispering Hills Drive Reconstruction Project Location: From W. Sandy Lake Road to Magnolia Drive, Coppell Texas 75019 Operator(s): City of Coppell/McMahon Contracting, L.P. As a subcontractor, you are required to comply with the Storm Water Pollution Prevention Plan (SWPPP) for any work that you perform on-site. Any person or group who violates any condition of the SWPPP may be subject to substantial penalties or loss of contract. You are encouraged to advise each of your employees working on this project of the requirements of the SWPPP. A copy of the SWPPP is available for your review either at the office trailer or from the Project Superintendent. Each subcontractor engaged in activities at the construction site that could impact stormwater must be identified and sign the following certification statement: 1 certify meter the penalty raf law that a have read and underst r d-4 a terms and conch ors.of the SWPPP for the above designated project and agree to follow the BMPs and practices described in the SWPPP. This certification is hereby signed in reference to the above named project: Company: Address: Telephone Number: Type of construction service to be provided: Signature: Title: Date: Brock Environmental Services, LLC. Appendix B Delegation Letter Owner's responsibility; The Owner will need to delegate the Contractor who will have day to day operational control of the construction project to ensure compliance with the SWPPP that has been developed for this site by signing the Delegation letter. Once the owner has signed the Delegation letter, make a copy of the Delegation letter on your Company Letterhead and mail to the Executive Director of the TCEQ in the envelope that has been provided. Then put a copy back in the SWPPP behind Appendix B. Contractor's responsibility; The Contractor will need to delegate the person or specifically described position as an authorized person for signing Inspection reports, storm water pollution prevention plans, certifications or other information as required. This person or position is authorized to sign reports, plans or certifications other that an NOI application. Once the Contractor has signed the Delegation letter, make a copy of the Delegation letter on your Company Letterhead and mail to the Executive Director of the TCEQ in the envelope that has been provided. Then put a copy back in the SWPPP behind Appendix B. March 13, 2015 "Executive Director" Texas Commission on Environmental Quality Storm Water and Pretreatment Team P.O. Box 13087, MC-148 Austin, Texas 78711-3087 Dear Executive Director, This letter serves to designate a Company who will have day-to-day operational controls of those activities at a construction site which are necessary to ensure compliance with the storm water pollution prevention plan that has been developed for this site. N 'McMahon Contracting, L.P. Title: Primary Operator/ Daily Operational Controls Project Name: Whispering Hills Drive Reconstruction Project Location: From W. Sandy Lake Road to Magnolia Drive, Coppell Texas 75019 By signing this authorization, I confirm that I meet the following requirements to make such a designation as set forth in the Texas Administrative Code Title 30 Part 1 Chapter 305 Subchapter C Rule 305.44 and Title 30 Part 1 Chapter 305 Subchapter F Rule 305.128. "I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designated to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware there are specific penalties for submitting false information, including the possibilities of fine and imprisonment for knowing violations." Signature: Date: 4-°i�N Printed Name: ! Title: tie/L Secondary Operator: ty of Coppell March 13, 2015 "Executive Director" Texas Commission on Environmental Quality Storm Water and Pretreatment Team P.O. Box 13087, MC-148 Austin, Texas 78711-3087 Dear Executive Director, This letter serves to designate either a person or specifically described position as an authorized person for signing reports, storm water pollution prevention plans, certifications or other information as required. The following person or position is hereby authorized to sign reports, plans or certifications other than an NOI application. A qualified Storm Water Inspector Employed by: McMahon Contracting, L.P. Name: Michael Rieder Title: Project Manager Project Name: Whispering Hills Drive Reconstruction Project Location: From W. Sandy Lake Road to Magnolia Drive, Coppell Texas 75019 By signing this authorization, I confirm that I meet the following requirements to make such a designation as set forth in the Texas Administrative Code Title 30 Part 1 Chapter 305 Subchapter C Rule 305.44 and Title 30 Part 1 Chapter 305 Subchapter F Rule 305.128. "I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designated to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware there are specific penalties for submitting false information, including the possibilities of fine and imprisonment for knowing violations" Signature: " f, Date: 2 Printed Name: Ir,AfleMAVWVI Title:M+eikte( M4mac/ . Primary Operator: MCMAHON CONTRACTING, L.P. Appendix C TPDES Construction Site Notices Large Site Notice(Primary Operator)/Secondary Operator Site Notice Small Construction Site Notice/Smarr Constniction Site for Low Erosion Potential Primary Operator(s) responsibility; Large Construction Site Notice-Primary Operator Notice This notice is for construction sites that are greater than 5 acres including the larger common plan of development. This notice is posted at the site along with a copy of the NOI (as applicable) by the Contractor in a readily accessible place viewable by the public. Please review the information and make sure it is correct then mail a copy to the MS4 operator in the envelope that has been provided. Secondary Operator; Secondary Operator Site Notice This notice is for Secondary Operators of construction sites equal to or greater than 5 acres. This notice must be signed by the Secondary Operator and posted at the site in a readily accessible place viewable by the public. A copy of the signed Secondary Operator Notice must be sent to the MS4 operator in the envelope that has been provided. Owner and Contractor's responsibility; Small Construction Site Notice This notice is used for Construction projects that disturb less than 5 acres. Both the Owner and Contractor must sign the notices and mail a copy to the MS4 Operator in the envelope that has been provided. These notices must be posted at the site in a readily accessible place viewable by the public. Upon completion of all construction activities and once the site has been stabilized with vegetation, a construction site notice with the dates of completion will need to be submitted to the MS4Operator as well. .11.11011111111 Meir, MEM ISM NNW MEM SMALL CONSTRUCTION SITE NOTICE FOR THE Texas Commission on Environmental Quality(TCEQ) Stormwater Program TPDES GENERAL PERMIT TXR150000 The following information is posted in compliance with Part II.E.2. of the TCEQ General Permit Number TXR150000 for discharges of stormwater runoff from small construction sites. Additional information regarding the TCEQ stormwater permit program may be found on the internet at: http://www.tceq.state.tx.us/nav/permits/wq construction.html Operator Name: City of Coppell Contact Name and Phone Number: Jamie Brierton # 972-462-5151 l'Iroject Description: Physical address or Whispering Hills Drive Reconstruction description of the site's location, estimated start From W. Sandy Lake Road to Magnolia Drive date and projected end date, or date that disturbed Coppell,Texas 75019 soils will be stabilized Start Date: March 2015 End Date: December 2015 Location of Stormwater Pollution Prevention Plan: On Site With Project Manager For Small Construction Activities Authorized Under Part II.E.2. (Obtaining Authorization to Discharge) the following c do must be completed: G I G , � /4/4/ (Typed or Printed Name Person Completing This Certification)certify under penalty of law that I have read and understand the eligibility requirements for claiming an authorization under Part I.I.E.2.of TPDES General Permit TXR150000 and agree to comply with the terms of this permit. A stormwater pollution prevention plan has been developed and will be implemented prior to construction, according to permit requirements. A copy of this signed notice is supplied to the operator of the MS4 if discharges enter an MS4. I am aware there are significant penalties for providing false information or for conducting unauthorized discharges,including the possibility of fine and imprisonment for knowing violations. !� Signature and Title 4 /7r ie/Z/ Date `/J ' /i Date Notice Removed MS4 operator notified per Part II.F.3. O mmir NNW MEM AIM 11111111V. SMALL CONSTRUCTION SITE NOTICE FOR THE Texas Commission on Environmental Quality(TCEQ) Stormwater Program TPDES GENERAL PERMIT TXR150000 The following information is posted in compliance with Part II.E.2. of the TCEQ General Permit Number TXR150000 for discharges of stormwater runoff from small construction sites. Additional information regarding the TCEQ stormwater permit program may be found on the internet at: http://www.tcegstate.tx.us/nav/permits/wq construction.html Operator Name: McMahon Contracting, L.P. Contact Name and Phone Number: Michael Rieder office# 972-263-6907cell# 8i 8 7-343-59 4 roject Description: Physical address or Whispering Hills Drive Reconstruction description of the site's location, estimated start From W. Sandy Lake Road to Magnolia Drive date and projected end date, or date that disturbed Coppell,Texas 75019 soils will be stabilized Start Date: March 2015 End Date: December 2015 Location of Stormwater Pollution Prevention Plan: On Site With Project Manager For Small Construction Activities Authorized Under Part II.E.2. (Obtaining Authorization to Discharge) the following certification must be completed: I (Typed or Printed Name Person Completing This Certification)certify under penalty of law that I have read and understand the eligibility requirements for claiming an authorization under Part II.E.2.of TPDES General Permit TXR150000 and agree to comply with the terms of this permit. A stormwater pollution prevention plan has been developed and will be implemented prior to construction, according to permit requirements. A copy of this signed notice is supplied to the operator of the MS4 if discharges enter an MS4. I am aware there are significant penalties for providing false information or for conducting unauthorized discharges,including the possibility of fine and imprisonment for knowing violations.• r� Signature and Title 474247-4-- 11#/.1 Date Jr. )f- Date cDate Notice Removed MS4 operator notified per Part II.F.3. Appendix D NO/-Notice of Intent NOT- Notice of Termination NOC- Notice of Change These Forms are only used for projects that have 5 acres or more of disturbed area of construction-or-are part of a common plan of development; Notice of Intent Porn,-This form is for projects that disturb more than 5 acres or are part of a common plan of development. This form is to be signed by a Company Of�`icerand mailed to the TCEQ and a copy mailed to the MS4 Operator that receives storm water discharge from the construction site. There is also a fee that must be paid to the TCEQ with the submission of an NOI. Notice of Termination-This form is to be filled out and sent to the TQEQ and a copy mailed to the MS4 Operator that receives storm water discharge from the construction site once the site has reached final stabilization. Notice of Change Form-This form is to be used if it is found out to be that relevant information provided in the original NOI changes. An NOC must be submitted at least 14 days before the change occurs, if possible. Where 14 day advance notice is not possible the operator must submit an NOC within 14 days of the discovery. Appendix E Endangered Species Impaired Receiving Water Bodies Listing Endangered Species This Appendix contains information on any Endangered Species and Impaired Receiving Water Bodies that may be adversely impacted by the construction project. Impaired Receiving Water Bodies Impaired Receiving Waters and Total Maximum Daily Load (TMDL) Requirements to address discharges to impaired water bodies listed in accordance with Section 303(d) of the federal Clean Water Act (CWA) Endangered Species Certification Impact on The list of possible threatened and endangered species is attached. A Endangered Species review of the site found no evidence that this project will have an adverse impact on any listed threatened or endangered plant or animal species. Project Name: Whispering Hills Drive Reconstruction Project Location: From W. Sandy Lake Road to Magnolia Drive, Coppell Texas 75019 Signature: ku-...x,„ p Printed Name: Ronnie D. Brock, Vice President Company Name: Brock Environmental Services, LLC. Date: ' '{--ri "I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designated to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware there are specific penalties for submitting false information, including the possibilities of fine and imprisonment for knowing violations." Operator Certification Owner: CITY OF COPPELL By: 1. Title Aci7c/ Date: 4/ '/If Printed ame: / _ . d Contractor: MCMAHo CONTRACTING, L.P. By: 2 1/1 Title: MQ"1 M(nNGIO Date: 3.2S''1S Printed Name: lkiACQ,KMANVI Texas Parks&Wildlife Dept. Page 1 of 4 Annotated County Lists of Rare Species Last Revision:8/17/2011 6:19:00 PM DALLAS COUNTY BIRDS Federal Status State Status American Peregrine Falcon Falco peregrinus anatum DL T year-round resident and local breeder in west Texas,nests in tall cliff eyries; also,migrant across state from more northern breeding areas in US and Canada, winters along coast and farther south; occupies wide range of habitats during migration, including urban, concentrations along coast and barrier islands; low-altitude migrant, stopovers at leading landscape edges such as lake shores, coastlines, and barrier islands. Arctic Peregrine Falcon Falco peregrinus tundrius DL migrant throughout state from subspecies' far northern breeding range,winters along coast and farther south; occupies wide range of habitats during migration, including urban, concentrations along coast and barrier islands; low-altitude migrant, stopovers at leading landscape edges such as lake shores, coastlines, and barrier islands. Bald Eagle Haliaeetus leucocephalus DL T found prima riiy near river-sand 1arage-lakes;nests in tall trees or oil cuffs near water: communally roosts, especially in winter;hunts live prey, scavenges, and pirates food from other birds Black-capped Vireo Vireo atricapilla LE E oak juniper woodlands with distinctive patchy,two-layered aspect; shrub and tree layer with open, grassy spaces;requires foliage reaching to ground level for nesting cover;return to same territory,or one nearby, year after year; deciduous and broad-leaved shrubs and trees provide insects for feeding; species composition less important than presence of adequate broad-leaved shrubs, foliage to ground level, and required structure;nesting season March-late summer Golden-cheeked Warbler Setophaga chrysoparia LE E juniper-oak woodlands; dependent on Ashe juniper(also known as cedar) for long fine bark strips,only available from mature trees,used in nest construction;nests are placed in various trees other than Ashe juniper; only a few mature junipers or nearby cedar brakes can provide the necessary nest material; forage for insects in broad-leaved trees and shrubs;nesting late March-early summer Henslow's Sparrow Ammodramus henslowii wintering individuals(not flocks) found in weedy fields or cut-over areas where lots of bunch grasses occur along with vines and brambles; a key component is bare ground for running/walking Interior Least Tern Sterna antillarum athalassos LE E subspecies is listed only when inland(more than 50 miles from a coastline);nests along sand and gravel bars within braided streams,rivers; also know to nest on man-made structures (inland beaches, wastewater treatment plants, gravel mines, etc); eats small fish and crustaceans,when breeding forages within a few hundred feet of colony Peregrine Falcon Falco peregrinus DL T C Texas Parks&Wildlife Dept. Page 2 of 4 Annotated County Lists of Rare Species DALLAS COUNTY BIRDS Federal Status State Status both subspecies migrate across the state from more northern breeding areas in US and Canada to winter along coast and farther south; subspecies(F.p. anatum) is also a resident breeder in west Texas; the two subspecies' listing statuses differ, F.p. tundrius is no longer listed in Texas;but because the subspecies are not easily distinguishable at a distance,reference is generally made only to the species level; see subspecies for habitat. Piping Plover Charadrius melodus LT T wintering migrant along the Texas Gulf Coast;beaches and bayside mud or salt flats Sprague's Pipit Anthus spragueii C only in Texas during migration and winter,mid September to early April; short to medium distance, diurnal migrant; strongly tied to native upland prairie, can be locally common in coastal grasslands,uncommon to rare further west; sensitive to patch size and avoids edges. Western Burrowing Owl Athene cunicularia hypugaea open grasslands, especially prairie,plains, and savanna, sometimes in open areas such as vacant lots near human habitation Of airports;nests and roosts in abandoned burrows White-faced Ibis Plegadis chihi T prefers freshwater marshes, sloughs, and irrigated rice fields,but will attend brackish and saltwater habitats; nests in marshes, in low trees, on the ground in bulrushes or reeds, or on floating mats Whooping Crane Grus americana LE E potential migrant via plains throughout most of state to coast; winters in coastal marshes of Aransas, Calhoun, and Refugio counties Wood Stork Mycteria americana T forages in prairie ponds, flooded pastures or fields, ditches, and other shallow standing water, including salt- water;usually roosts communally in tall snags, sometimes in association with other wading birds(i.e. active heronries);breeds in Mexico and birds move into Gulf States in search of mud flats and other wetlands, even those associated with forested areas; formerly nested in Texas,but no breeding records since 1960 INSECTS Federal Status State Status Black Lordithon rove beetle Lordithon niger historically known from Texas MAMMALS Federal Status State Status Cave myotis bat Myotis velifer colonial and cave-dwelling; also roosts in rock crevices, old buildings, carports,under bridges, and even in abandoned Cliff Swallow(Hirundo pyrrhonota)nests;roosts in clusters of up to thousands of individuals; hibernates in limestone caves of Edwards Plateau and gypsum cave of Panhandle during winter; opportunistic insectivore Texas Parks&Wildlife Dept. Page 3 of 4 Annotated County Lists of Rare Species DALLAS COUNTY MAMMALS Federal Status State Status Plains spotted skunk Spilogale putorius interrupta catholic; open fields,prairies, croplands, fence rows, farmyards, forest edges, and woodlands;prefers wooded,brushy areas and tallgrass prairie MOLLUSKS Federal Status State Status Fawnsfoot Truncilla donaciformis small and large rivers especially on sand,mud,rocky mud, and sand and gravel, also silt and cobble bottoms in still to swiftly flowing waters; Red(historic), Cypress(historic), Sabine(historic),Neches, Trinity, and San Jacinto River basins. Little spectaclecase Villosa lienosa creeks,rivers, and reservoirs, sandy substrates in slight to moderate current,usually along the banks in slower currents; east Texas, Cypress through San Jacinto River basins Leuisi •pigtee Mort;: lsema Alii T streams and moderate-size rivers,usually flowing water on substrates of mud, sand, and gravel;not generally known from impoundments; Sabine,Neches, and Trinity(historic)River basins Texas heelsplitter Potamilus amphichaenus T aquiet waters in mud or sand and also in reservoirs. Sabine,Neches, and Trinity River basins Wabash pigtoe Fusconaia flava creeks to large rivers on mud, sand, and gravel from all habitats except deep shifting sands; found in moderate to swift current velocities; east Texas River basins, Red through San Jacinto River basins; elsewhere occurs in reservoirs and lakes with no flow REPTILES Federal Status State Status Alligator snapping turtle Macrochelys temminckii T perennial water bodies; deep water of rivers, canals, lakes, and oxbows; also swamps,bayous, and ponds near deep running water; sometimes enters brackish coastal waters; usually in water with mud bottom and abundant aquatic vegetation;may migrate several miles along rivers; active March-October;breeds April- October Texas garter snake Thamnophis sirtalis annectens wet or moist microhabitats are conducive to the species occurrence,but is not necessarily restricted to them; hibernates underground or in or under surface cover;breeds March-August Texas horned lizard Phrynosoma cornutum T open, arid and semi-arid regions with sparse vegetation, including grass, cactus, scattered brush or scrubby trees; soil may vary in texture from sandy to rocky;burrows into soil, enters rodent burrows, or hides under rock when inactive;breeds March-September C Texas Parks&Wildlife Dept. Page 4 of 4 • Annotated County Lists of Rare Species DALLAS COUNTY REPTILES Federal Status State Status Timber/Canebrake Crotalus horridus T rattlesnake swamps, floodplains,upland pine and deciduous woodlands,riparian zones, abandoned farmland; limestone bluffs, sandy soil or black clay;prefers dense ground cover, i.e. grapevines or palmetto PLANTS Federal Status State Status Glen Rose yucca Yucca necopina Texas endemic; grasslands on sandy soils and limestone outcrops; flowering April-June Warnock's coral-root Hexalectris warnockii in leaf litter and humus in oak juniper woodlands on shaded slopes and intermittent, rocky creekbeds in canyons; in the Trans Pecos in oak-pinyon-juniper woodlands in higher mesic canyons (to 2000 m[6550 ft]),primarily on igneous substrates; in Terrell County under Quercus fusiformis mottes on terrraces of spring-feel perennial streams, draining an otherwise rather xeric limestone landscape; on the Callahan Divide (Taylor County), the White Rock Escarpment(Dallas County), and the Edwards Plateau in oak juniper woodlands on limestone slopes; in Gillespie County on igneous substrates of the Llano Uplift; flowering June-September; individual plants do not usually bloom in successive years C _ o / 00 • -' 4:1 2 L4 / CI CU ) \ 6 � / C 0 -0 C °• k / 1_ fa > \ \ @p / » D = % u a) if) MI % L. C \ @ ~ $ U - % » ■ as 7 C v) E / % a 2 \ * 2 d _ : cu @ E / u3 d / % c E_ •W >. E. Q 5 a § o g E .... tY _I u L. ) co o k / � / 72 el D > -2 E \ 1 £ 2 >4 e 0 2 / / C U ° @ . 21 2 \ \ / / 0 > ® ° %LLI \ r '15 C \ c 2 m 2 0 £ ® C 1— $ U / % U � � > / / 2 L. g / g �/ C \ c� ■ at C CD \ L. = > 2 75 U c s. E \ - 2 k2 ^ \ * 2 ■ � ) V) $ o = / I A. -' 0 c 2 / \ q §_ f \ w � m % CD . � \ m CD W 1_ \ c c k \ / \ 1- U ° rts - E 2 \ k § 2 ƒ / y 0 cu 15 /� c � G 0 U 0 // - < _ ' 2 = : @< ■ > eI o^ k 2 M °J\ CZ\ Appendix F List of Potential Pollutants This Appendix contains your List of Potential Pollutants Form List of Potential Pollutants This form is to be used to show all construction materials that will be used and activities that will be performed that have potential to contribute pollutants, including sediments, to storm water run off. This list must be filled out and kept updated as part of your SWPPP 0 a V 0 a) 0 N �s A5 v A > — uJ Q vsO• L r..1 Q O y ill 0 Q 0 0 a A U t O O cu cu d C Cl) V a) 7474i' a a) (ts 2 Description of Potential Pollutant Sources Narrative Description: o aw eG H a, 0, 0 a) cts 0 43) / O U O 0 0 a J �r Y m O = a C -p cp A N �=+ -2-) (11 C Q a) U) ftf �L C) JJ ,^1 u) Appendix G SWPPP Update Form Record of Major Grading Activities Changes in Site Conditions SWPPP Update Form; This form is to be used when there is a change in design, construction, operation, or maintenance that has a significant effect on the discharge of pollutants that has not been previously addressed in the SWPPP. (Examples would be if there were additions of extra Erosion Control Devices or the deletion of unnecessary Erosion Control Devices.) Also note that the form asks you if the Erosion Map was updated, it is necessary to update your Erosion Map when there are changes in design or maintenance to the controls used on site. Record of Major Grading; This Form is to be used to log the dates when any grading activities take place on the project. You log the date and location of the activity as well as describe the grading activity on site. (Example; Started grading parking area 1, Started grading for west bound roadway section, clearing brush to begin grading for new ground storage tank.) Changes in Site Conditions; This Form is to be used when there is an update to the plans and specifications, the addition of new operators, new areas of responsibility, and changes in BMPs. S.W.P.P.P UPDATE FORM DATE: WAS EROSION MAP UPDATED: Y/N REASON FOR UPDATE: `%certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designated to assure that qualified personal properly gathered and evaluate the information submitted.Based on my inquiry of the person or persons who manage the system,or those persons directly responsible for gathering the information,the information submitted is,to the best of my knowledge and belief,true,accurate,and complete.l am aware there are specific penalties for submitting false information,including the possibilities of fine and imprisonment for knowing violations." NAME: TITLE: DATE: WAS EROSION MAP UPDATED: Y/N REASON FOR UPDATE: `%certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designated to assure that qualified personal properly gathered and evaluate the information submitted.Based on my inquiry of the person or persons who manage L'70 system,or those persons directly responsible forgathering the information,the information submitted is, to the best of my knowledge and belief,true,accurate,and complete.lam aware there are specific penalties for submitting false information,including the possibilities of fine and imprisonment for knowing violations." NAME: TITLE: DATE: WAS EROSION MAP UPDATED: Y/N REASON FOR UPDATE: "I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designated to assure that qualified personal properly gathered and evaluate the information submitted.Based on my inquiry of the person or persons who manage the system,or those persons directly responsible for gathering the information,the information submitted is, to the best of my knowledge and belief,true,accurate,and complete.lam aware there are specific penalties for submitting false information,including the possibilities of fine and imprisonment for knowing violations." NAME: TITLE: DATE: WAS EROSION MAP UPDATED: Y/N REASON FOR UPDATE: "I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designated to assure that qualified personal properly gathered and evaluate the information submitted.Based on my inquiry of the person or persons who manage the system,or those persons directly responsible for gathering the information,the information submitted is,to the best of my knowledge and belief,true,accurate,and complete.lam aware there are specific penalties for submitting false information,including the possibilities of fine and imprisonment for knowing violations." NAME: TITLE: RECORD OF: MAJOR GRADING ACTIVITIES Note: Table is used to log dates when any grading activities take p/ace on the project. Date(e)When Major Grading Describe Major' GradingActivity and Location Activities Ckcur #Y (mm-dd-yy) CHANGES IN EXISTING SITE CONDITIONS: Dates)When Changes Occur Describe Changes in Existing Site Conditions (mm-dd-yy) C Appendix H Record Temporary or Permanent Ceased Construction Activities Record of Stabilization Measures Record of Temporary or Permanent Ceased Construction Activities; This form is to be used to log the dates when Construction Activity either temporarily or permanently ceases at the site. You log the Project Activity area, the date Activities ceased, whether it is temporary or permanent and the date that Activities resume at the site. Record of Stabilization Measures; This form is used to log the dates that each area of your project is stabilized. You log the date, describe the Stabilization measures used and log the area of the project that has been stabilized. C RECORD OF: TEMPORARY/PERMANENT CEASING OF CONSTRUCTION Note: Table is used to log dates when construction activity temporari/yorpermanently ceases at the site. Project Activity Area Date Activities Temporary or Date Activities AcCeased Permanent Resumed RECORD OF: STABILIZATION MEASURES Note: Table is used to log dates when each area of the project is stabilized. Date(s)When stabilization Describe Stabilization Measures Area(s) of Measures are roject initiated (mm-dd-yy) Appendix/ Project Description Surface Water Map Vicinity Map Erosion and Sediment Control P/an with Drainage Characteristics, Details and Specifications This Appendix contains the following; Project description-This is a narrative that basically describes what type of construction activity is involved with the construction project. Si/ace Water Map-Aerial Map showing nearby surface water Vicinity Map-This is an area map showing the location of the project. Erosion and Sediment Control P/an with Drainage Characteristics, Details and specifications-The ECP shows the location of structural controls used to prevent sediment run-off from the project as well as the flow of storm water, details and specifications for the types of controls selected. C Project Description This Storm Water Pollution Prevention Plan (SWP3) has been prepared for the proposed construction for; Whispering Hills Drive Reconstruction located from W. Sandy Lake Road to Magnolia Drive, in the City of Coppell, Dallas County Texas. This project consists of the reconstruction of Whispering Hills Drive from Magnolia Drive to West Sandy Lake Road. Currently a 27-ft wide, 2-lane concrete residential street with curb and gutter from Magnolia to River Road and a 38-ft wide 2-lane residential collector street with ditches from River Road to West Sandy Lake Road, Whispering Hills will be reconstructed in generally the same alignment. From Magnolia Drive to River Road, the road will be reconstructed as a 28-ft wide 2-lane residential street with curb and gutters. From River Road to West Sandy Lake, Whispering Hills Drive will be constructed as a 34-ft wide, 2- lane concrete roadway with curb and gutters and sidewalks in the filled in ditches. Approximately 3,500 linear feet of existing 8-inch water line will be replaced and approximately 4,000 linear feet of existing 8-inch sanitary sewer will be replaced. Approximately 1,200 linear feet of 18-24 inch storm drain pipe will be added with various storm drain structures along with all associated appurtenances. Construction activities included in this project are: installation of erosion controls, grading and clearing, excavation and embankment, preparation of right of way, stockpiling and removal, construction of waterline and storm drain system, grading, forming and subgrade stabilization, paving operations, final grading, seeding and stabilizing all areas disturbed by construction. McMahon Contracting, LP is responsible for: Updating the SWP3 Plan and Erosion Map as the project proceeds to show; contractors staging areas including all equipment and material storage areas, any offsite materials, waste, borrow or equipment storage areas and all areas of final stabilization once each section has been completed. Erosion Control Phasing Phase 1 A. Install erosion controls (as shown on erosion control map) and mobilize staging area. B. Begin clearing and grading site, C. Begin excavation and embankment D. Stockpiling and removal Phase II A. Keep all erosion control measures in place B. Construction of waterline and storm drain system C. Backfilling operations D. Grading, forming and subgrade stabilization E. Paving operations F. Final grading Phase III A. Keep all erosion control measures in place B. Re-vegetate lots, parkways and all disturbed areas C. Remove all Equipment and Materials D. Once project has reached 70% stabilization, remove all erosion control devices. C C , . 9. I g x ,t4S' 2: 0 I .Ln ie 42' 0 0- „4 0 a. . ‘ .) ; 4 $ Project Location .. z , i , tl, ti = 0 . 1 40 o '6 W San if Lake Rd -r1 E Sandy Like Rd - ow iratt Ln '5 r r 94 tr. % ✓ a Ot y; Forest Rtriftie Dr 4, o to Jort.lper Dr 0 ts, HatitaX Dr 0 a 6 c 011#14 Grove Se o• E • ... r 1•) '0 r , .,.. , v V „,... . .. r ...., ...... , laii Q4* 1 6 V Z ,., -0 z ' ku et ,.., ‘• , ct 4 I . 1,,f0 h + Dr c•I', .,...* WI oy Rd n. o. Praotation D' "arn-"' iff. -act,_ o 0 o Vonbebtaet Dt Kaye St 04,A.P.4:1 E.. B 41 Cooper Lo aNSc;t1•"`" te, 0/Bet 3 Co.zby Ave V * 4 0 o * 4 .k Broo*.r,kn o a, = tl OM ard Lrt '0 0 ° Hunter x ly3, tixock St 4/ -g* astria,4.1 o W Betnel Rd 7, a 0- 0, 8 zo 6 6.eleP* S ., -0 2,1 0 ,tialeW 8 te 0 0 $ Ca (..; --, = 0 Sums St U .... Ictt .. , 0 .. time/ester/n fli0 L'..- z... RECEIVING WATER IS GRAPEVINE CREEK ••••••••••••••••••••••• Project Name: • • dhispering Hills Drive Reconstruction BF?OCK ENVIRONMENTAL • Surface Waters SERVICES, LLC. • Project Location: pro,€.# Date 5332 Rochelle Road • Coppell, Texas ROCKWALL, TEXAS 75032 • 3-16-2015 214-771-3900 • • • Page# 1 ••••••••••••••••••••••• , l . N ' 0 1 0 r" \----- ..2. 0 _.,-----,..---, • 1 .,-1--'Th-\ ,,•,=-0 / * 0 CO / i > El 0 i m = m ' I Cf9 ) ...i 21 o8r51 rn — — , —-"".' --------Y-------g'6 g,r°.-.--:--- C • ' .,,...,___,.... ' ____.° .: I i r;g 2 •-..-_,•-r -. .. • MAGNOLIA DRIVE '...•io, ___...... , .1: '0,i''' .4 A — — 1..is. ,I '8..,P2 . . .-......, 14. Frr 3+50 MATCH LINE-STA 1 ."------,,-.I . .... 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Nalvm ,gY avN( N,',, X I g . - A 2F" - )1 j•9 0 -.; ° a� 'n -'''F', '-'' A`'- s E p ma 'i MATCH LINE-STA 21+50 N'c " 55a ym N / A XA Ei O I / Cc1 O O a % `!m IAA �); Nm O �ycA< k Vk A 1 J O; O r" Om ////P.,A/7yri '1 \.. / _- o ��. a�mg k m 9 i m C.L 0 21+98.22 -\ ♦O a '^o a D y m .0'DRV.33.92'L z N N mA no i i\ - / i Nm i%I .A mm D� I i • m xA �z NN i.. nI i',-I%/ gN / • "•T. h A A G � _ N 10 g� _ PI' /1 y- mxAC n / ',- / o ,rn m k AEI gm,, m= " ,m :-.,§) �F " j r Lg,n-Ck a� "A 1 I Ate.--> PI o < s ormm\� _ ran �M�1 m 8 n1,�ns v .2 sli E �_ \ mal r" ///////////, + m r f -_ n.._.o._..._ 'Da "---co,0 _ Io �. czi ti t x q �,n,naa >am a fY zF ,� �• , zy oaAi • z m —'x--_s•.•..._, \ ,NI ,j[ , �rs—�.— I -.-42c,- \[�C0 1 k O 0,� iiNo / 00 4'4'E/ II N Nw oo it ill �N a "N mgr o —� \ m /7�IVN N to O oF° w F-A i tI ° 'i I \ ,ICH, N E >L.023+12.15/ �, No m ar rczi % :,)\ r .. 3 2 1 DRV.40.00' '� n m j ,..._ mA m" / `_'"_. Al too ru ,,,,5-' /m rn O O 0 11 ~ A o I , /////// //Y )oY x„of-/ rt ::i'-' N Za .A< - I \ oei. f"N"� —m Z ZZZ A a '-'9121 , ro p / R,-1 y k— I., 1 ' A 1 i i �.._ k m 0 „74 :� z w m a/ A <<A._ I i m rP- L....._. my F1� A<o< __..�^ m_ /: PP O y a m a m" x m n GL 0 23+68.72 ro r-0i r 4.5'DRV.35.54'L "v m`` ///12;412,oII. m o• � O `. �.--4..1 _A p 'a` ! 1n in y �'1-A�, I 'l v A 0 r .._. o,lorR•6' Ii \ ® yr gym/ / iII ' m La 0, lA m. . , 31�� 2 g' >- - - �` C 0 20+ / i .� i ° l C.L.8.8 DRY.3C m, / Ism l II s \9' m C.L 0 24+61.85 L.P,;Z. zm ^ �Na A,"-A\ 16.0'DRY.35.36•L pyx "'” xmy M "m 'oi o0 ma )c A mno v >,-,-/9° Cal '/yok\ aqe?x 12. .n1` '// //////// om of k °ly, t omA�`..., Js 06, . d 'i _ �� oio Nm _.r�' Z`_� //j .0 035.318 r..7,' , i m^� D o ao` /�� i , 16.0'DRY.35.30'L a A N ,n r I " _ ; a — R!1 r f k i ' � ' 8.8 D)2 j 1 \-,_2p,- / RIVER ROAD ,t I I E m 0 . MATCH LINE-STA 21+50 , ,•7,,.. —4 C ... / 0 1 :0L'c'.j.5'51.52.?6 _. - - 1 , C.L.0 26+67.77 C.ILLIL2E 23.0'DRV. 12.5'DRV.57.13'R r. . (D1 Co m „sM '''A'' `, ( Ili ? rn 21 --0, , ' ' -V MATCH LINE-STA 31+50 / A..,1 I ; 1 0---i . Fg-- -..... — -.- -- • " 1 .41' zr* 1'41 I1 -,,. rrq : A k.•:,„c?..'.1 J 1 -..- • rim Ns 1 ii ,6, ) i 0 , , - 4 x, ,,. - ..t.' -,..4-•V 11 g5--"`"------/ • 1 4 - , ,', •,-• 1 1 ri- 0 j r I .c.61:•- s 1,- a, , in. L 0 31+97.63 . ----.— . 4 - I t II...-. f.? .'—DRV.33.93'L , 5iF ,1 /1 __ r /r2 i E1g1 1 ..,, rAg 0 1,----m a r ;-• r•'). ••,', ru, i 1 ril 41 :_/-'''.•-, ''.-i i5 iii-,--1, 4 7 _-Sr m.' F•+,', ,r;It:, , _..,_,,•!! • •-••• / ,g33 ;32 I N - ,, >r" '5 - o , 98 2 -mx, -'. ' 'i--. 1" 1 1'' \\--, - : t2aoDRV35.22R 6 , . . ' I • .......1 ''':-:.••,;„;)`,11 .vr' , :5-R./ '15',;•,' , . 1 . itii-÷!Oi ,-- 61 ,, ,/ ' ^,- •z 0 '1 .,,z, f i, , •,. ,r, ..' '.17..•DRV.34.68'R .,.... ' 1 i iq ---,....-- , • -;._--7 ".._.. ,,,--2. 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A3.. / rlili F-,.z," II ,81_ , ,-/--.-_,____...j ml — ...... ,.... le. _ R.r t ''1 in 17, )) p$, .-- ---,-.-,,,,---- ; N'i,1 r ,g. ) -z . '76'1 rn , . 11 A s. '' ' , F I 1 'IAA _,/, i•, .i [7, 1 igiR-_-/ II//' >0 I.1------,,,,r-6, . . ,/: M ' r;T: '. • )RGIAN ' i lil i? 1 r P„, — L. t. 0 35+12.71 \ , I - ii-.„P o ''_i- .,/.2* c g.,6-0-1-11/.35.19.L 81a-- '---, "-' , ••• _ ,q/imithr6. ,•.,:.ni'llinim.afti;rni 1 I 1 1 II \ .I.r-r7'r-F7, 1-''''2 : , ,. =>7 , ....0,14tiiik.,4!..,,,..,,•,4,,,,•64 ' i .----, ,/' T 2,;,), etk76j' , ..4;..1+37,f,". ..... ,' I , . 1 f. 1 ,i ')1,1 ,-..- L.1..:,- -'1.• — I ; 1 1 oorQ V ,, ___.... MATCH LINE-STA 31+50 •,••• i ,_ ..... _ r9;2 a i i ‘,/..//////// ,,.,,,.,1 ,. 1 1 -- A gl. 1j !?:, 1.):(1) 1 !l• 1\'‘. '' .>‘,- 1 i r / 8 5 l'%' it i il i -----.. . 1 , , . i 7.----F, -L--- ---- 1 IIIW FIR ._:-t'S. / , i I / 1 i 1, F 2 i •. '••' i 1, • I • • SI' ':,:. Jo . 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II II II ' 0 I Im A { poOV4,(DrOO COOm O o ` II Z�(b o r r I 000 IO N CT O> U ,V / I 'I cn rn m a w i -I T •rA*I'•-Lti /J m 0 „Z z cn 'L Z .I 1,:i;13-:".0.-o---- - O 1 z cn G HILL m y 228 W�IpPPELL, TEXI x m - /232 WHISPERING HILLS DRIVF .i N COPPELL, TEXAS X 1 p M �ini / om k • — / o7 / 0m / ZA, �Yl NOZ "O / ' mM a g K',m - + r - o =xi LO Co/ <mW /////l//A m m vl m 0 FT m Z D • • • f _ - M-- __.-_-__ M N PLANTATION ALLEY - A ---__ — -- Y o� � f CCS} r 1 91 j / ��// oo �� 308COPPNLATIOEXAS j m 8 DRIVE A. iU ri 312 PLANTATION DRIVE x g �� m TEXAS N i.13 m COPPELL, ,. Zf cn 71 N; D 7 2,O / m D M T N f*1 / r 7 71' N X m D A i Ro O Z z z Ad WI Z m , '1 D CoA -< 0 iii L p� x; ) W L+pn D on O�r r7 ` ... p00 V CA mR mem �NV°ar Z-0 Z�,A, ��� o C Appendix J Inspector Qualifications and Inspection Reports This Appendix contains information about the qualifications of the persons delegated to perform the mandatory Inspections for this project and copies of the site specific Inspection Report forms to be used for this project. If you are performing your own Inspections, you will need to fill out the Inspector Qualifications form. 0 Storm Water Pollution Prevention Plan Inspector Qualifications Storm Water Pollution Prevention Plan Inspector Qualifications Inspectors Name Michael Rieder Title Project Manager Training Received 1 Training Covered Construction Experience Storm Water Construction Inspection Experience STORM WATER POLLUTION PREVENTION PLAN INSPECTION REPORT PROJECT NAME: Whispering Hills Drive Reconstruction PROJECT LOCATION: From W. Sandy Lake Road to Magnolia Drive, Coppell Texas 75019 'JTRACTOR: McMahon Contracting, L.P. DATE OF INSPECTION INSPECTION CONDUCTED BY: Michael Rieder QUALIFICATIONS OF INSPECTOR: SEE SWPPP TYPE OF INSPECTION: (circle one) 14 Day 7 Day Rain Event Inspection: In Conformance Effective Pollutant Control Practice Y N NA Yes / No Construction Entrance Yes / No Silt Fence Yes / No Curb Inlet Protection Yes / No Soil Stabilization Yes / No Solid Waste Disposal Yes / No Sanitary/Septic Yes / No Equipment Fueling/Storage Yes / No Other Controls/ Yes / No Site Requirements: Y N NA Comments Are TPDES permits,for all permittees posted at the construction entrance? Is cc=ttacct information for all permittees posted at the construction entrance? Are copies of the inspection reports included with the SWPPP? If the BMP's have been modified, has the SWPPP modified? Are there any signs of discharge leaving the site? Are all BMP's functioning as intended? Any Additional BMP's Required? NOTE:All items of non compliance shall be repaired/installed within(7)days of inspection. Repairs/Installation shall be completed immediately,if storm conditions are imminent. VIOLATIONS NOTED: COMMENTS: `1 certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system or those persons directly responsible for gathering information,the information submitted is,to the best of my knowledge and belief, true,accurate,and complete,l am aware that there are significant penalties for submitting false information,including the possibility of fine and imprisonment for knowing violations. iature: Date: Printed Name: Title: Inspector Appendix K Best Management Practices Buffer Guidance Effluent Limitations and Guidelines Best Management Practices This Appendix contains a copy of the 2010 iSWM Technical Manual. In this Appendix you will find information on how to properly install and maintain the various controls selected for this project. Buffer Guidance This Appendix contains a guidelines and distance requirements for buffer zones. Effluent Limitations and Guidelines Effluent Limitations guidelines for regulated construction sites based on the federal Effluent Limitation Guidelines (ELGs) at 40 CFR 450.21, 450.23, and 450.24, which consists of a series of Best Management Practices. \ / / \ \ / / / \ / / / 0 0 0 0 o e o e o 0 0 0 0 o e o 0 0 q V4 \ \ \ \ \ c : : : : : : \ \ ) / \ j k \ \ \ \ ) \ \ \) \ \ \ j \ * k (E # \ { & & { { { \ ( } ] /f m ƒ $ ` # ± A f z) E » >Lu a a f z @ ! 3LO ID 2 2 3 2 3 2 2»/% // & Q q V4 C) N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N .w W N > O 6 A A W N > tT V1 A W N > W A W N > W (P A W N > p p Do (D m �ft N p O H T C a N � m C _ x J O O D p O (D j O O D C �D ? fTl O O D m a T. m v o 3 m (n (a v= m m m �' m m m D O = = J UCi in = C N m = 3 C J N= C N C 7 N (n C N (D N J m N O SU (D Q n J (D pI N N N O- Q J (D J. N N (D (D fU O N J' = m Q= Q (D 411 m N m = = a Q (D N J. J to N fD O m O J n Q (D d J. J m N (D m m m m m m m m N J = J J o- fn O J (' m J o- J m J n O w J m J o- = cn = m = n = Cn : = In m 00 m m m 0 c o c o m 3 i 3 3 3 3 m J m > m > m J m J N N N N N c c r n n c n ,n n n n n 0 n n n n n n c) n n n n n 0 n n A A A W O O O (O t0 (D lb V V A -P A W O O O (O W V 01 (Il Ol A N N N W W W W W N A A A A CJ W W W W W IJ IV fJ IJ IJ > > > > > CD > > > > > > (O (O A W tJ > d) f11 A W fJ > tT Ot ? W IJ L- > d) (Tl A CJ tJ > Q' O O O A O O O ;yam 3 O O D rn m W N > G O O D� -p fit O O D- v fit O O D fn O O D CD Ill O O D T O O N N a 3 o f11 a N N a 3 N 'NO N N a 3 y N 'NO N N a 3 -f M N -y0 fm/I N a 3 (d (d 30 (D m (ti D (c (o' m a3 G) (7 C j O' (n = C J UO) O G) C 0Oj N n O G J ® - O. (P N N N N O N N D (D d N fD N D. N cn 2.m 3 (D p m n N N > > n N N 3 (^ QN Cn N = Q cn N = Q to � N = Q to a N a = C, n y N Q = Cn cn �m � D m- ci m 77 o ci d 7J (D Fi m � Z1 (D (i m ;C1 0 cD m ;q (D m 0 c m ao 3 tit a n C) C) 0 C) C) C) C) C) C) 0 n C) C) n n C) C) C) C) o C) C) C) C) C) C) h Cn C) tp W h 1W C) n C) V C7 V C) m C) J C) v C) C) J V C) y C) C7 > C) > C) C) C) > V C) C) C) C) C) tT C) C) C) n n W (7 (n n n C) n n (P Ut O N N N (O W ('D m O O Ot O OJ W W N (r Ol A � N N N O W co m m N F N m (o m n m I I I N C O o M U [ o ro rn rn rn m W U � m Ir 0 0 0 0 0 a) I a Q •- O U U U W U U � U U U U m •I U V) C V) C O O N C U > N C U C C I IT m a) @ U m tT 0 o LL a` a o o U C9 o lu oi M fr of O .-— OO �- O f — c6 M O M M M M C aoi M "a aNi 'm 'N o 0 m (o m n m o M M M o ro rn rn rn m m m m Ir 0 0 0 0 0 0 0 Q •- O U U W U U U U U U U U U U U V) C V) C U U U U U U U N C U C C N C I E N C m (D o U C9 o lu E U C7 0 ? m rn E m rn rn E aoi E m E "a aNi 'm 'N o 0 o E w a a o o U 7 f0 (O f r Q M V Ll� i r2 ri (+i IS a a v a o M w O U w U N U C U U G U U G C C CO C 'O V C U C C U C G U o i o m N C 'j (n C U) U) 0 o E LL m m m rn o E LL m E m m o E E N E w w d¢ O N O E X V E w o d¢ a N o a) o y m E w O IT O O f0 M r N M 7 In (q Cl! M 7 10 (fl a •a ui Li ui ui LQ ui co (o co (o co (o M M M M M M M M M M M M M M N (9 M M M U U U U E E Q •- O U U W U U V) C V) C C C U C C I E (D U C9 o U) o o c U ° U C7 0 ? m rn m rn rn aoi E m E "a aNi 'm 'N o 0 o E w a a o o M 7 f0 (O f r N M V Ll� i r2 ri (+i (•i v a a v a M U U U U C) A A A A W W A W N > ® > A A A A A A A A A ? A A A A A A W W W W W W W W W W W W W W M s o o O D-0 J EF 0 0 O D -o 3 0 ID D fD 2) O 3. fil )( j o o n ry IT1 3 0 ID n -O (D m X (� N (D N D 3. N N N N a N N a (D N fD (D D {y f<D m (a (n m (D (D m (o v °I Cf 3 m Io (n' m 3 m (o' m J J d (n J J d D 3 3 p1 D J J D1 a J n G o N J o J o N J 3 o N J 3 j d (n C N C (m N n N (D C C D1 d (m N lD (n O C N d N to J N (p (n O iV C O. (m N y i co (D O S S 3 N J. J CU J. J N J. (p f0 S J fU (n ID >> > > > n > > F,> > d D N N (]. 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N N> m N yEO toV.CQo) UO 0 - @Nj a yN 0= E d O R C OO> M L1Yj-@Nm N✓NNT II Ur mdN CO ° N R t0 ONn @ O @ °EE o O L°O C O p_ K co C) w n�o Q N LW r@] uN° N Y NII —N ¢3 2 15 .Nw«m y N - c N ai;g >_ J ° N 'Nc C m rn E O 3 N 2NyE N O R 3 N Y C) D_ N @ 3 rg N Q O NO FV tr L N S E N N ( (n I= -p O a i� iSWMTI'I Technical Manual Construction Controls Table 1.5 Length/Slope Factor (LS) 6D G I S�F ()O Z C m W j 0 n 0 P, (D (D W C) D ra Length 7 V O Slope (fdh) V (n N V Oi N (ft.) 0.005 0.01 0.015 0.02 0.025 0.03 0.04 1 0.05 0.06 0.1 0.15 0.2 0.3 10 0.07 0.08 0.09 0.10 0.11 0.12 0.14 0.17 0.20 0.37 0.67 1.06 2.06 20 0.08 0.09 0.11 0.12 0.14 0.16 0.20 0.24 0.29 0.55 1.01 1.60 3.13 30 0.08 0.10 0.12 0.14 0.16 0.18 0.23 0.29 0.36 0.70 1.29 2.05 3.99 40 0.08 0.11 0.13 0.15 0.18 0.21 0.27 0.34 0.42 0.82 1.53 2.43 4.74 50 0.09 0.11 0.13 0.16 0.19 0.22 0.30 0.38 0.47 0.94 1.75 2.78 5.42 60 0.09 0.11 0.14 0.17 0.21 0.24 0.32 0.41 0.52 1.04 1.95 3.10 6.04 70 0.09 0.12 0.15 0.18 0.22 0.26 0.35 0.45 0.56 1.14 2.13 3.40 6.63 80 0.09 0.12 0.15 0.19 0.23 0.27 0.37 0.48 0.60 1.23 2.31 3.68 7.18 90 0.09 0.12 0.16 0.19 0.24 0.28 0.39 0.51 0.64 1.32 2.48 3.95 7.71 100 0.09 0.12 0.16 0.20 0.25 0.30 0.41 0.53 0.68 1.41 2.64 4.21 8.21 125 0.09 0.13 0.17 0.22 0.27 0.32 0.45 0.60 0.76 1.60 3.02 4.81 9.39 150 0.10 0.13 0.18 0.23 0.28 0.35 0.49 0.66 0.84 1.78 3.36 5.37 10.47 175 0.10 0.14 0.18 0.24 0.30 0.37 0.53 0.71 0.91 1.95 3.69 5.89 11.49 200 0.10 0.14 0.19 0.25 0.32 0.39 0.56 0.76 0.98 2.11 3.99 6.38 12.45 250 0.10 0.15 0.20 0.27 0.34 0.42 0.62 0.85 1.10 2.40 4.56 7.29 14.23 300 0.10 0.15 0.21 0.28 0.36 0.46 0.67 0.93 1.22 2.67 5.09 8.14 15.87 350 0.10 0.16 0.22 0.30 0.38 0.49 0.72 1.00 1.32 2.92 5.58 8.92 17.41 400 0.11 0.16 0.23 0.31 0.40 0.51 0.77 1.07 1.42 3.16 6.04 9.67 18.86 450 0.11 0.16 0.23 0.32 0.42 0.54 0.81 1.13 1.51 3.38 6.48 10.37 20.25 500 0.11 1 0.17 0.24 0.33 0.44 1 0.56 0.85 1.20 1.59 3.59 6.90 11.05 21.57 600 0.11 1 0.17 0.25 0.35 0.47 0.60 0.92 1.31 1.75 4.00 7.70 12.33 24.06 700 0.11 1 0,18 0.26 0.37 0.49 0.64 0.99 1.42 1.90 4.37 8.44 13.52 26.39 800 0.11 1 0.18 0.27 0.38 0.52 0.67 1.05 1.51 2.04 4.73 9.14 14.65 28.59 900 0.11 1 0,18 0.28 0.39 0.54 0.70 1.11 1.60 2.18 5.07 9.81 15.72 30.69 1000 0.12 0.19 0.28 0.41 0.56 0.73 1.17 1.69 2.30 5.39 10.44 16.74 32.69 1500 0.12 0.20 0.32 0.46 0.64 0.86 1.40 2.07 2.85 6.82 13.31 21.35 41.69 2000 0.12 0.21 0.34 0.50 0.71 0.97 1.60 2.39 3.32 8.07 15.80 25.37 49.55 3000 0.13 0.23 0.37 0.57 0.82 1.13 1.93 2.93 4.12 10.22 20.13 32.35 63.19 4000 0.13 0.24 0.40 0.62 0.91 1 1.27 1 2.20 1 3.38 1 4.80 12.09 23.90 38.44 75.10 5000 0.14 0.25 0.43 0.67 0.99 1 1.39 1 2.43 1 3.78 1 5.40 13.77 27.31 43.95 1 85.86 Overview Revised 04/10 S'O'W �. 2' (p O' O 6D G I S�F ()O Z C m W j 0 n 0 P, (D (D W C) D ra 7 V O N V (n N V Oi N O 7 y (n o (n (n o (n (n o v, O N 0 0 0 0 0 0 0 0 0 0 N O C W 0 (WO 0 0 0 A 0 0 V 0 CD 0 W 0 (AP 0 0 0 0 0 0 0 0 0 0 0 n V W (0 A W W O W V O N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O (o O> (O O 0 O 0 co 0 O 0 O 0 V 0> O O 0 0 0 0 Ot 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O o O A W O W o O W O W O N'.... 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CD m o 0 im y .toy v O Er d• n 'm v. = 3 c s n N N 2 g J 'O _ N N j ^ --I ^ m m -n (O N J O m o 0a a (D v oN m d N (D m s 3 I' a (D !, CD m_ IDy o J m -I J CJ1 a O a y d awJ nDai �(mo� c) ID ID Q c a ^oma 3'03 � ^J i y E I S O a J Q ID 0, �m Q 'm oa o C) m 3 < o v o J m n m o "3v -o � N m w o a m y CD v -o m<n 3 m m m o W J. m mon a�N -Q m(mom a^'0 c�D o o o m n W �'O y m m y 3 ry O J t0 O y SD y N � C •� y N T O p y N m CD Z3 0 y N .T C � y O y O O C m y J V v <' Q m > > 0m �o N O J O y m y 0 Construction General Permit (CGP) G.1 Sites That Are Required to Comply with Part 2.1.2.1 The purpose of this part is to help you determine if the requirements in Part 2.1.2.1 apply to your site. G.1.1 Step 1 - Determine if Your Site is Within 50 Feet of a Surface Water Part 2.1.2.1 applies to you only if your earth-disturbing activities will occur within 50 feet of a surface water that receives stormwater discharges from your site. Figure G- 1 illustrates when a site would be required to comply with the requirements in Part 2.1.2.1 due to their proximity to a surface water. If the surface water is not located within 50 feet of the earth-disturbing activities, Part 2.1.2.1 does not apply. Figure G - 1. Example of earth-disturbing activities within 50 feet of a surface water. t�.,,:,,, , area of � ; ':tt Surface Water'.. j f r h Disturbance , n � I s ieri, Buffer / t Oft , r - t� iso R '•� + \. -- _-----.�...--�.�. R a:�L , , ➢i a jz k. � � 11 P If you determine that your earth-disturbing activities will occur within 50 feet of a surface water that receives stormwater discharges from your site, the requirements in Part 2.1.2.1 apply, except for certain circumstances that are described in Step 2. Note that where some natural buffer exists but portions of the area within 50 feet of the surface water are occupied by preexisting development disturbances, or if at portion of area within 50 feet of the surface water is owned by another party and is not under your control, the buffer requirements in Part 2.1.2.1 still apply, but with some allowances. 0,,,,,.. G-2 of 24 Construction General Permit (CGP) Clarity about how to implement the compliance alternatives for these situations is provided in G.2.1.2 and G.2.2.2 below. Note that EPA does not consider designed stormwater control features (e.g., stormwater conveyance channels, storm drain inlets, stormwater basins) that direct storm water to surface waters more than 50 feet from the disturbance to constitute surface waters for the purposes of determining if the buffer requirements apply. G.1.2 Step 2 - Determine if Any Exceptions to the Requirements in Part 2.1.2.1 Apply The following exceptions apply to the requirements in Part 2.1.2.1: • If there is no discharge of stormwater to surface waters through the area between the disturbed portions of the site and any surface waters located within 50 feet of your site, you are not required to comply with the requirements in this Part.This includes situations where you have implemented controls measures, such as a berm or other barrier, that will prevent such discharges. • Where no natural buffer exists due to preexisting development disturbances (e.g., structures, impervious surfaces) that occurred prior to the initiation of planning for the current development of the site, you are not required to comply with the requirements in this Part. Where some natural buffer exists but portions of the area within 50 feet of the surface water are occupied by preexisting development disturbances, you are required to comply with the requirements in this Part. For the purposes of calculating the sediment load reduction for either compliance alternative 2 or 3 below, you are not expected to compensate for the reduction in buffer function that would have resulted from the area covered by these preexisting disturbances. Clarity about how to implement the compliance alternatives for these situations is provided in G.2.1.2 and G.2.2.2 below. If during your project, you will disturb any portion of these preexisting disturbances, the area removed will be deducted from the area treated as natural buffer. • For "linear construction projects" (see Appendix A), you are not required to comply with this requirement if site constraints (e.g., limited right-of-way) prevent you from complying with the requirements of the alternatives in Part 2.1.2.1a, provided that, to the extent practicable,you limit disturbances within 50 feet of the surface water and/or you provide supplemental erosion and sediment controls to treat stormwater discharges from earth disturbances within 50 feet of the surface water. You must also document in your SWPPP your rationale for why it is infeasible for you to comply with the requirements in Part 2.1.2.1a, and describe any buffer width retained and/or supplemental erosion and sediment controls installed. • For "small residential lot" construction (i.e., a lot being developed for residential purposes that will disturb less than 1 acre of land, but is part of a larger residential project that will ultimately disturb greater than or equal to 1 acre), you have the option of complying with the requirements in Part G.2.3 of this appendix. • The following disturbances within 50 feet of a surface water are exempt from the requirements in this Part: - Construction approved under a CWA Section 404 permit; or G-3 of 24 Construction General Permit (CGP) - Construction of a water-dependent structure or water access areas (e.g., pier, boat ramp, trail). Note that you must document in your SWPPP if any disturbances related to any of the above exceptions occurs within the buffer area on your site. G.2 COMPLIANCE ALTERNATIVES GUIDANCE If in Part G.1 of this guidance you determine that the buffer requirements apply to your site,you have three compliance alternatives from which you can choose: 1. Provide and maintain a 50-foot buffer undisturbed natural buffer (Part 2.1.2.1 a.i);' or 2. Provide and maintain an undisturbed natural buffer that is less than 50 feet and is supplemented by additional erosion and sediment controls,which in combination achieves the sediment load reduction equivalent to a 50-foot undisturbed natural buffer (Part 2.1.2.la.ii);' or 3. If it is infeasible to provide and maintain an undisturbed natural buffer of any size, you must implement erosion and sediment controls that achieve the sediment load reduction equivalent to a 50-foot undisturbed natural buffer (Part 2.1.2.1 a.iii).1 The compliance alternative selected above must be maintained throughout the duration of permit coverage. The following provides detailed guidance for how you can comply with each of the compliance alternatives. Part G.2.1 below provides guidance on how to provide and maintain natural buffers consistent with the alternatives 1 and 2, above. Part G.2.2 below provides guidance on how to comply with the requirement to provide a 50-foot buffer equivalent through erosion and sediment controls consistent with alternatives 2 and 3, above. G.2.1 Guidance for Providing and Maintaining Natural Buffers The following guidance is intended to assist you in complying with the requirements to provide and maintain a natural buffer during construction. This part of the guidance applies to you if you choose either alternative 1 (50-foot buffer) or alternative 2 (a buffer of< 50 feet supplemented by additional erosion and sediment controls that achieve the equivalent sediment load reduction as the 50-foot buffer), or if you are providing a buffer in compliance with one of the small residential lot compliance alternatives in Part G.2.3 below. 1 For the compliance alternatives in 1 and 2, you are not required to enhance the quality of the vegetation that already exists in the buffer, or provide vegetation if none exists(e.g., arid and semi-arid areas). You only need to retain and protect from disturbance the natural buffer that existed prior to the commencement of construction. Any preexisting structures or impervious surfaces are allowed in the natural buffer provided you retain and protect from disturbance the natural buffer area outside the preexisting disturbance. Similarly, for alternatives 2 and 3, you are required to implement and maintain sediment controls that achieve the sediment load reduction equivalent to the undisturbed natural buffer that existed on the site prior to the commencement of construction. In determining equivalent sediment load reductions, you may consider naturally non-vegetated areas and prior disturbances. See Part G.2.2 of this Appendix for a discussion of how to determine equivalent reductions. G-4 of 24 Construction General Permit (CGP) G.2.1.1 Buffer Width Measurement Where you are retaining a buffer of any size, the buffer should be measured perpendicularly from any of the following points,whichever is further landward from the water: 1. The ordinary high water mark of the water body, defined as the line on the shore established by fluctuations of water and indicated by physical characteristics such as a clear, natural line impressed on the bank, shelving, changes in the character of soil, destruction of terrestrial vegetation, and/or the presence of litter and debris; or 2. The edge of the stream or river bank, bluff, or cliff, whichever is applicable. Refer to Figure G-2 and Figure G-3. You may find that specifically measuring these points is challenging if the flow path of the surface water changes frequently, thereby causing the measurement line for the buffer to fluctuate continuously along the path of the waterbody. Where this is the case, EPA suggests that rather than measuring each change or deviation along the water's edge, it may be easier to select regular intervals from which to conduct your measurement. For instance,you may elect to conduct your buffer measurement every 5 to 10 feet along the length of the water. Additionally, note that if earth-disturbing activities will take place on both sides of a surface water that flows through your site, to the extent that you are establishing a buffer around this water, it must be established on both sides. For example, if you choose alternative 1 above, and your project calls for disturbances on both sides of a small stream, you would need to retain the full 50 feet of buffer on both sides of the water. However, if your construction activities will only occur on one side of the stream, you would only need to retain the 50-foot buffer on the side of the stream where the earth- disturbance will occur. t .� G-5 of 24 Construction General Permit (CGP) Figure G - 2. This image shows buffer measurement from the ordinaryhigh water mark of the water body, as indicated by a clear natural line impressed on the bank, shelving, changes in the character of the soil, destruction of terrestrial vegetation, and/or the presence of litter/debris. gr0. Y C A. Jr Surface Water Bu ` -Ig'-' ' ,er fit ' \r ' I y��,�3 ,..,N��,�i»T 3 /iwi ,r ,,>*„ 1r�.�t,�EE ,t%Y''�f ', •,s✓'/1,',;, is.,, '-':/ f,'...,., . ... .t. tow.��itS;��,,,X.' Figure G - 3. This image shows buffer measurement from the edge of the bank, bluff, or cliff, whichever is applicable. Edge of bank/bluff/chit 7 NNN -- .-, ''', a Buffer �,u er- 1 Surface Water i Fg” !� T.. 1 G -6 of 24 Construction General Permit (CGP) G.2.1.2 Limits to Disturbance Within the Buffer You are considered to be in compliance with this requirement if you retain and protect from construction activities the natural buffer that existed prior to the commencement of construction. If the buffer area contains no vegetation prior to the commencement of construction (e.g., sand or rocky surface), you are not required to plant any additional vegetation. As noted above, any preexisting structures or impervious surfaces are allowed in the buffer provided you retain and protect from disturbance the vegetation in the buffer outside the preexisting disturbance. To ensure that the water quality protection benefits of the buffer are retained during construction, you are prohibited from conducting any earth-disturbing activities within the buffer during permit coverage. In furtherance of this requirement, prior to commencing earth-disturbing activities on your site, you must delineate, and clearly mark off,with flags, tape, or a similar marking device, the buffer area on your site. The purpose of this requirement is to make the buffer area clearly visible to the people working on your site so that unintended disturbances are avoided. While you are not required to enhance the quality of the vegetation that already exists within the buffer, you are encouraged to do so where such improvements will enhance the water quality protection benefits of the buffer. (Note that any disturbances within the buffer related to buffer enhancement are permitted and do not constitute construction disturbances.) For instance, you may want to consider targeted plantings where limited vegetation exists, or replacement of existing vegetation where invasive or noxious plant species (see http://plants.usda.gov/Java/noxiousDriver) have taken over. In the case of invasive or noxious species, you may want to remove and replace them with a diversity of native trees, shrubs, and herbaceous plants that are well-adapted to the climatic, soil, and hydrologic conditions on the site. You are also encouraged to limit the removal of naturally deposited leaf litter,woody debris, and other biomass, as this material contributes to the ability of the buffer to retain water and filter pollutants. If a portion of the buffer area adjacent to the surface water is owned by another party and is not under your control, you are only required to retain and protect from construction activities the portion of the buffer area that is under your control. For example, if you elect alternative 1 above (provide and maintain a 50-foot buffer), but 10 feet of land immediately adjacent to the surface water is owned by a different party than the land on which your construction activities are taking place and you do not have control over that land, you must only retain and protect from construction activities the 40-foot buffer area that occurs on the property on which your construction activities are taking place. EPA would consider you to be in compliance with this requirement regardless of the activities that are taking place in the 10-foot area that is owned by a different party than the land on which your construction activities are taking place that you have no control over. G.2.1.3 Discharges to the Buffer You must ensure that all discharges from the area of earth disturbance to the natural buffer are first treated by the site's erosion and sediment controls (for example, you must comply with the Part 2.1.2.2 requirement to establish sediment controls around the downslope perimeter of your site disturbances), and if necessary to prevent erosion caused by stormwater flows within the buffer, you must use velocity dissipation devices. The purpose of this requirement is to decrease the rate of stormwater flow and G-7 of 24 Construction General Permit (CGP) encourage infiltration so that the pollutant filtering functions of the buffer will be achieved. To comply with this requirement, construction operators typically will use devices that physically dissipate stormwater flows so that the discharge entering the buffer is spread out and slowed down. G.2.1.4 SWPPP Documentation You are required to document in your SWPPP the natural buffer width that is retained. For example, if you are complying with alternative 1, you must specify in your SWPPP that you are providing a 50-foot buffer. Or, if you will be complying with alternative 2, you must document the reduced width of the buffer you will be retaining (and you must also comply with the requirements in Part 2.1.2.1c to describe the erosion and sediment controls you will use to achieve an equivalent sediment reduction, as described in Part G.2.2 below). Note that you must also show any buffers on your site plan in your SWPPP consistent with Part 7.2.6.3. Additionally, if any disturbances related to the exceptions in Part 2.1.2.1e occur within the buffer area, you must document this in the SWPPP. G.2.2 Guidance for Providing the Equivalent Sediment Reduction as the 50-foot Buffer If you are selecting Alternative 2 (provide and maintain a buffer that is less than 50 feet that is supplemented by additional erosion and sediment controls that, together, achieve the equivalent sediment load reduction as the 50-foot buffer) or Alternative 3 (implement erosion and sediment controls that achieve the equivalent sediment load reduction as the 50-foot buffer), the following guidance is intended to assist you in demonstrating that you will achieve the equivalent sediment reduction as the 50-foot buffer. G.2.2.1 Determine Whether it is Feasible to Provide a Reduced Buffer EPA recognizes that there will be a number of situations in which it will be infeasible to provide and maintain a buffer of any width. While some of these situations may exempt you from the buffer requirement entirely (see G.1.2), if you do not qualify for one of these exemptions, there still may be conditions or circumstances at your site that make it infeasible to provide a natural buffer. For example, there may be sites where a significant portion of the property on which the earth-disturbing activities will occur is located within the buffer area, thereby precluding the retention of natural buffer areas. EPA believes there are likely to be other examples of situations that make it infeasible to provide any buffer area. Therefore, in choosing between the 2 different compliance alternatives (Alternative 2 or 3), you should only elect to comply with Alternative 2 if it is feasible for you to retain any natural buffer on your site. (Note: For any buffer width retained, you are required to comply with the requirements in Part G.2.1, above, concerning the retention of vegetation and restricting earth disturbances.) Similarly, if you determine that it is infeasible to provide a natural buffer of any size during construction, you should elect to comply with Alternative 3. After making this determination, you should proceed to Part G.2.2.2 to determine how to provide controls that, together with any buffer areas that is being retained, if applicable,will achieve an equivalent sediment load reduction as the 50-foot buffer. G-8 of 24 Construction General Permit (CGP) G.2.2.2 Design Controls That Provide Equivalent Sediment Reduction as 50-foot Buffer You must next determine what additional controls must be implemented on your site that, alone or in combination with any retained natural buffer, achieve a reduction in sediment equivalent to that achieved by a 50 foot buffer. Note that if only a portion of the natural buffer is less than 50 feet, you are only required to implement erosion and sediment controls that achieve the sediment load reduction equivalent to the 50 foot buffer for discharges through that area. You would not be required to provide treatment of stormwater discharges that flow through 50 feet or more of natural buffer. See Figure G-4. Figure G - 4 Example,o, f how to comply with,,,,,.,'-t he requirement to provide the equivalent sediment reduction when only a portion of your earth-disturbances discharge to a buffer of less than 50- 5i1 feet. a Discharges through this \ ‘ , r4Surface area are required tei be treated to m .; t ,,, provide the equivalent sediment reduction as the 50-foot bluffer. .... req Discharges through this area are &' not required tobe treated to °rmw , provide the equivalent sediment i y reduction as the 50-foot buffer since the 50-foot bufferrs provided. 'ow a g Area f - earth Disiturba11ce s t To comply with this requirement,you are required to do the following: Step1 - Estimate the sediment reduction expected from your site if you had retained a 50 foot natural buffer; Step 2 - Design controls that alone or in combination with any width of buffer retained achieve the equivalent sediment removal efficiency as that expected from the 50 foot buffer; and Step 3 - Document in your SW PPP how your controls will achieve the equivalent sediment removal efficiency of the 50 foot buffer. G-9 of 24 Construction General Permit (CGP) Guidelines to help you work through these requirements are provided below. a. Step 1 - Estimate the Sediment Reduction from the 50-foot Buffer In order to design controls that match the sediment removal efficiency of a 50- foot buffer,you first need to know what this efficiency is for your site. The sediment removal efficiencies of natural buffers vary according to a number of site-specific factors, including precipitation,soil type, land cover,slope length, width,steepness, and the types of sediment controls used to reduce the discharge of sediment prior to the buffer. EPA has simplified this calculation by developing buffer performance tables covering a range of vegetation and soil types for the areas covered by the CGP. See Attachment 1,Tables G-8 through G- 15. Note: buffer performance values in Tables G-8 through G- 15 represent the percent of sediment captured through the use of perimeter controls (e.g., silt fences) and 50-foot buffers at disturbed sites of fixed proportions and slopes.2 Using Tables G-8 through G- 15 (see Attachment 1), you can determine the sediment removal efficiency of a 50-foot buffer for your geographic area by matching the vegetative cover type that best describes your buffer area and the type of soils that predominate at your site. For example, if your site is located in Massachusetts (Table G-9), and your buffer vegetation corresponds most closely with That of tall fescue grass, and the soil type at your site is best typified as sand, your site's sediment removal efficiency would be 81 percent. In this step,you should choose the vegetation type in the tables that most closely matches the vegetation that would exist naturally in the buffer area on your site regardless of the condition of the buffer. However, because you are not required to plant any additional vegetation in the buffer area, in determining what controls are necessary to meet this sediment removal equivalency in Step 2 below,you will be able to take credit for this area as a fully vegetated "natural buffer." Similarly,if a portion of the buffer area adjacent to the surface water is owned by another party and is not under your control,you can treat the area of land not 2 EPA used the following when developing the buffer performance tables: • The sediment removal efficiencies are based on the U.S.Department of Agriculture's RUSLE2("Revised Universal Soil Loss Equation 2") model for slope profiles using a 100-foot long denuded slopes. • Sediment removal was defined as the annual sediment delivered at the downstream end of the 50-foot natural buffer(tons/yr/acre)divided by the annual yield from denuded area(tons/yr/acre). • As perimeter controls are also required by the CGP,sediment removal is in part a function of the reduction due to a perimeter control(i.e.,silt fence) located between the disturbed portion of the site and the upstream edge of the natural buffer and flow traveling through a 50-foot buffer of undisturbed natural vegetation. • It was assumed that construction sites have a relatively uniform slope without topographic features that accelerate the concentration for erosive flows. • It was assumed that vegetation has been removed from the disturbed portion of the site and a combination of cuts and fills have resulted in a smooth soil surface with limited retention of near-surface root mass To represent the influence of soil,EPA analyzed 11 general soil texture classifications in its evaluation of buffer performance. To represent different types of buffer vegetation,EPA evaluated 4 or more common vegetative types for each state/territory covered under the permit.For each vegetation type evaluated,EPA considered only permanent, non-grazed and non-harvested vegetation,on the assumption that a natural buffer adjacent to the surface water will typically be undisturbed. EPA also evaluated slope steepness and found that sediment removal efficiencies present in Tables G-8 through G-15 are achievable for slopes that are less than nine percent. G-10 of 24 Construction General Permit (CGP) under control as having the equivalent vegetative cover and soil type that predominates on the portion of the property on which your construction activities are occurring. For example, if your earth-disturbances occur within 50 feet of a surface water, but the 10 feet of land immediately adjacent to the surface water is owned by a different party than the land on which your construction activities are taking place and you do not have control over that land, you can treat the 10 foot area adjacent to the stream as having the equivalent soil and vegetation type as predominates in the 40 foot area under your control. You would then make the same assumption in Step 2 for purposes of determining the equivalent sediment removal. Alternatively, you may do your own calculation of the effectiveness of the 50-foot buffer based upon your site-specific conditions, and may use this number as your sediment removal equivalency standard to meet instead of using Tables G-8 through G- 15.This calculation must be documented in your SWPPP. b. Step 2 - Design Controls That Match the Sediment Removal Efficiency of the 50- foot Buffer Once you have determined the estimated sediment removal efficiency of a 50- foot buffer for your site in Step 1, you will be required to select stormwater controls that will provide an equivalent sediment load reductions. These controls can include the installation of a single designed control, such as a sediment pond, additional perimeter controls, or other type of device. Alternatively, you may elect to install a combination of stormwater controls and to retain some amount of a buffer. Whichever control(s) you select, you must demonstrate in your SWPPP that the controls will provide at a minimum the same sediment removal capabilities as the 50-foot buffer (Step 1). You are allowed to take credit for the removal efficiencies of your required perimeter controls in your calculation of equivalency, because these were included in calculating the buffer removal efficiencies in tables G-8 through G- 15. (Note: You are reminded that the controls must be kept in effective operating condition until you have completed final stabilization on the disturbed portions of the site discharging to the surface water.) To make the determination that your controls and/or buffer area achieve an equivalent sediment load reduction as the 50-foot buffer, you will need to use a model or other type of calculator. As mentioned above, there are a variety of models available that can be used to support your calculation, including USDA's RUSLE-series programs and the WEPP erosion model, SEDCAD,SEDIMOT, or other models. A couple of examples are provided in Attachment 3 to help illustrate how this determination could be made. If you are retaining a buffer of less than 50 feet, you may take credit for the removal that will occur from the reduced buffer and only need to provide additional controls to make up the difference between the removal efficiency of a 50 foot buffer and the removal efficiency of the narrower buffer. For example, if you are retaining a 30 foot buffer,you can account for the sediment removal provided by the 30-foot buffer retained, and you will only need to design controls to make up for the additional removal provided by the 20-foot of buffer that is not being provided.To do this, you would plug the width of the buffer that is G-11 of 24 Construction General Permit (CGP) retained into RUSLE or another model, along with other stormwater controls that will together achieve a sediment reduction equivalent to a natural 50-foot buffer. As described in Step 1 above, you can take credit for the area you have retained as a "natural buffer" as being fully vegetated, regardless of the condition of the buffer area. For example, if your earth-disturbances occur 30 feet from a surface water, but the 10 feet of land immediately adjacent to the surface water is owned by a different party than the land on which your construction activities are taking place and you do not have control over that land, you can treat the 10-foot area as a natural buffer, regardless of the activities that are taking place in the area. Therefore, you can assume (for purposes of your equivalency calculation) that your site is providing the sediment removal equivalent of a 30-foot buffer, and you will only need to design controls to make up for the additional removal provided by the 20- foot of buffer that is not being provided. c. Step 3 - Document How Site-Specific Controls Will Achieve the Sediment Removal Efficiency of the 50-foot Buffer In Steps 1 and 2, you determined both the expected sediment removal efficiency of a 50-foot buffer at your site, and you used this number as a performance standard to design controls to be installed at your site,which alone or in combination with any retained natural buffer, achieves the expected sediment removal efficiency of a 50-foot buffer at your site.The final step is to document in your SWPPP the information you relied on to calculate the equivalent sediment reduction as an undisturbed natural buffer. EPA will consider your documentation to be sufficient if it generally meets the following: - For Step 1, refer to the table in Attachment 1 that you used to derive your estimated 50-foot buffer sediment removal efficiency performance. Include information about the buffer vegetation and soil type that predominate at your site, which you used to select the sediment load reduction value in Tables G -8 through G - 15. Or, if you conducted a site-specific calculation for sediment removal efficiency, provide the specific removal efficiency, and the information you relied on to make your site-specific calculation. - For Step 2: (1) Specify the model you used to estimate sediment load reductions from your site; and (2) the results of calculations showing how your controls will meet or exceed the sediment removal efficiency from Step 1. If you choose Alternative 3, you must also include in your SWPPP a description of why it is infeasible for you to provide and maintain an undisturbed natural buffer of any size. G-12 of 24 Construction General Permit (CGP) G.2.3 Small Residential Lot Compliance Alternatives In this part of Appendix G, EPA ®®___ ____®_e_-__ __.__________�®_ provides additional ; A small residential lot is a lot or grouping of lots compliance alternatives for 3 being developed for residential purposes that will operators of small residential disturb less than 1 acre of land, but that is part of a lots. In accordance with Part ; larger residential project that will ultimately disturb 2.1.2.1 e.iv, operators of small ; greater than or equal to 1 acre. residential lots who do not provide a 50-foot buffer are not required to make the demonstration outlined in Part G.2.2.2. Instead, qualifying operators can comply with the buffer requirement by choosing to implement a set of traditional sediment and erosion controls from the menu of practices provided in Part G.2.3.2. EPA has developed two different alternatives for compliance. The following steps describe how a small residential lot operator would achieve compliance with these 2 alternatives. G.2.3.1 Step 1 -Determine if You are Eligible for the Small Residential Lot Compliance Alternatives In order to be eligible for the small residential lot compliance alternatives, the following conditions must be met: a. The lot or grouping of lots meets the definition of "small residential lot"; and b. The operator must comply with all other requirements in Part 2.1.2.1, including: i. Ensure that all discharges from the area of earth disturbance to the natural buffer are first treated by the site's erosion and sediment controls, and use velocity dissipation devices if necessary to prevent erosion caused by stormwater within the buffer; ii. Document in the SWPPP the natural buffer width retained on the property, and show the buffer boundary on your site plan; and Hi. Delineate, and clearly mark off, with flags, tape, or other similar marking device, all natural buffer areas. G.2.3.2 Step 2-Implement the Requirements of the Small Residential Lot Compliance Alternative Selected You must next choose from one of two small residential lot compliance alternatives and implement the stormwater control practices associated with that alternative. Note: The compliance alternatives provided below are not mandatory. Operators of small residential lots can alternatively choose to comply with the any of the options that are available to other sites in Part 2.1.2.1a, described in Parts G.2.1 and G.2.2 in this appendix. a. Small Residential Lot Compliance Alternative 1 Alternative 1 is a straightforward tiered-technology approach that specifies the controls that a small residential lot must implement based on the buffer width retained. To achieve compliance with Alternative 1, you must implement the G-13 of 24 Construction General Permit (CGP) controls specified in Table G- 1 based on the buffer width to be retained.See footnote 3, below, for a description of the controls you must implement. For example, if you are an operator of a small residential lot that will be retaining a 35-foot buffer and you choose Small Residential Lot Compliance Alternative 1, you must implement double perimeter controls between earth disturbances and the surface water. In addition to implementing the applicable control, you must also document in your SWPPP how you will comply with Alternative 1. Table G 1. Alternative 1 Requirements3 piri 400t fdttiRM,Af4etaib<50 tT0 fl toot Buffer beta g • • offer No Additional Requirements Double Perimeter Controls Double Perimeter Controls and 7-Day Site Stabilization b. Small Residential Lot Compliance Alternative 2 Alternative 2 specifies the controls that a builder of a small lot must implement based on both the buffer width retained and their risk of sediment discharge. By incorporating the sediment risk, this approach may result in the implementation of controls that are more appropriate for ifse site's specific conditions. Step 1 -Determine Your Site's Sediment Risk Level To meet the requirements of Alternative 2, you must first determine your site's sediment discharge "risk level" based on the site's slope, location, and soil type. To help you to determine your site's sediment risk level, EPA has developed five different tables for different slope conditions. You must select the table that most closely corresponds to your site's average slope. For example, if your site's average slope is 7 percent, you would use Table G-4 to determine your site's sediment risk. After you determine which table applies to your site, you must then use the table to determine the "risk level" (e.g., "low", "moderate", or "high") that corresponds to your site's location and predominant soil type.4 For example, based on Table G-3, a site located in New Hampshire with a 4 percent average slope and with predominately sandy clay loam soils would fall into the "moderate"risk level. Description of Additional Controls Applicable to Small Residential Lot Compliance Alternatives 1 and 2: • No Additional Requirements:If you implement a buffer of 50 feet or greater,then you are not subject to any additional requirements.Note that you are required to install perimeter controls between the disturbed portions of your site and the buffer in accordance with Part 2.1.2.2. • Double Perimeter Control:In addition to the reduced buffer width retained on your site,you must provide a double row of perimeter controls between the disturbed portion of your site and the surface water spaced a minimum of 5 feet apart. • Double Perimeter Control and 7-Day Site Stabilization:In addition to the reduced buffer width retained on your site and the perimeter control implemented in accordance with Part 2.1.2.2,you must provide a double row of perimeter controls between the disturbed portion of your site and the surface water spaced a minimum of 5 feet apart,and you are required to complete the stabilization activities specified in Parts 2.2.1.2a and/or 2.2.1.2b within 7 calendar days of the temporary or permanent cessation of earth-disturbing activities. One source for determining your site's predominant soil type is the USDA's Web Soil Survey located at http://websoilsurvey.nres.usda.aov/app/WebSoilSurvev.asiox. G-14 of 24 Construction General Permit (CGP) Table G - 2. Risk Levels for Sites with Average Slopes of<_ 3 Percent Soil Type Sandy Clay Loam, Loamy Loam, Silt, Silty Clay Loam or Sand or Silty Sandy Loam or Location Clay Clay-Loam Sand Clay Silt Loam Guam Moderate Moderate Moderate Moderate High' Puerto Rico Moderate Moderate Moderate Moderate High Virgin Islands Low Moderate Low Moderate j Moderate American Samoa Moderate Moderate Moderate Moderate High Massachusetts and New Hampshire Low Moderate Low, Low Piloderate Idaho Low Low .. Low Low ' Low New Mexico : Low Loi Low Low Washington D.C. „ • Moderate Low Low Moderate Table G - 3. Risk Levels for Sites with Average Slopes of>3 Percent and <_ 6 Percent Soil Type Sandy Clay Loam, Loamy Loam,Silt, Silty Clay Loam or Sand or Silty Sandy Loam or Location Clay Clay-Loam Sand Clay Silt Loam Guam Moderate Moderate Moderate Moderate High Puerto Rico Moderate Moderate Moderate Moderate High Virgin Islands Moderate Moderate Moderate Moderate High American Samoa High Nigh Moderate High High Massachusetts and New Hampshire Moderate Moderate Law Moderate High Idaho Low. Low Low Low Loin New Mexico Low LOW, 1z Low Low Moderate Washington D.C. Moderate Moderate Moderate Moderate I High C G-15 of 24 Construction General Permit (CGP) Table G - 4. Risk Levels for Sites with Avera•e Slo•es of> 6 Percent and <_ 9 Percent Soil Type Sandy Clay n!,''„=.-,P-,.'.,.(v,-;,',,'i',..'-:,'..4.4...,',,..',,,07.-,,!.',,,„'-,,':i',-'_;''4i'f.:'"g,.",i•-'i,i1l ,41 Loam, Loamy Loam,Silt, ,i7'ai-;‘,„:t Silty Clay Loam Sand or Silty Sandy Loam A':',;:!3,.';-..t?4i',..,e','..,,.,i77,,:g.,4:,,,:.,."..,t.;',„r*:,4:,',,: Location Clay or Clay-Loam Sand Clay or Silt Loam Guam Moderate ia '3 Moderate lg y v .,,;,° ;. Puerto Rico Moderate L .: f ' Moderate Moderate h Virgin Islands Moderate Moderate Moderate Moderate 2` i A, American Samoa Hl 1l , , ojg High , : ., Massachusetts and New Moderate Moderate M®derate Moderate Hampshire 7 Idaho i ,' New Mexico . a _ Moderate Washington D.C. Moderate Moderate Moderate Moderateg Table G - 5. Risk Levels for Sites with Averae Slopes of > 9 Percent and<_ 15 Percent w‘--7I:'4"'.,--,f,,z''r‘:'-,t-v:1„.k1i',-',,'-.;t,''',,4:6':.,',-',.,,:''4,,,:,4,,4--,PT5,,!,,,,,7 .,t-,:',,'-',;,l:.,-a;''':,',.,%.,V.-:-:,'. Soil Type Sandu Clay Silty Clay Loam, Loamy Loam,Silt, Loam or Clay- Sand or Silty Sandy Loam Location Clay Loam Sand Clay or Silt Loam Guam High 'tgh Hi Highs > "Ig _ Puerto Rico High F igh ( ` t tai : Virgin Islands Moderate * 14141tModerate ,tea American Samoa �°High `°* .. High .0' 'k',* "' I� }g -, it,* Massachusetts and New Hampshire Moderate Moderate Moderate Moderate h Idaho ,"°,', - P.,'>>. New Mexico - Moderate Moderate Moderae Washington D.C. ModerateHigh Moderate Moderate igh C G 16 of 24 Construction General Permit (CGP) Table G - 6. Risk Levels for Sites with Avera•e Slo•es of> 15 Percent Soil Type Sandy Clay Silty Clay Loam, Loamy Loam,Silt, Loam or Clay- 1 lay- Sand or Silty Sandy Loam Location Clay Loam Sand Clay or Silt Loam Guam cal ""\..;r. ' '✓ \, . Puerto Rico IthiiicAn Virgin Islands l „-,,....-4,- ...*.. 11 \ ;€ American Samoa ifs t' Hlm b y Massachusetts and New er s - High Moderate m � t Hampshire -” � ',.,',\''';:/,,,,:, t f , �. � �, 3�� � � � „F9� ;�1Vloderate Idaho ,. �r ,r' g , ✓� ' a.: � it New Mexico Moderate Moderate Moderate Moderate Washington D.C. •��`� &......, -g . Moderate e Step 2-Determine Which Additional Controls Apply Once you determine your site's "risk level", you must next determine the additional controls you need to implement on your site, based on the width of buffer you plan to retain. Table G 7 specifies the requirements that apply based on the "risk level" and buffer width retained. See footnote 3, above, for a description of the additional controls that are required. For example, if you are the operator of a small residential lot that falls into the "moderate"risk level, and you decide to retain a 20 foot buffer, using Table G 7 you would determine that you need to implement double perimeter controls to achieve compliance with Part 2.1.2.1. You must also document in your SW PPP your compliance with Alternative 2. Table G - 7. Alternative 2 Re'uirements2 e .j'' ® ""1 y ' s ! B s �� s 4.�r� , rAtLjs' ':: t• e / � Low Risk Na Additional No Additional Double Perimeter Double Perimeter Requirements Requirements Control Control Moderate Risk No Additional Double Perimeter Double Perimeter Double Perimeter Requirements Control Control Control and 7 Day Site Stabilization High Risk a No Additional Double Perimeter Double Perimeter Double Perimeter Requirements Control Control and 7- Control and 7 ; Day Site Day Site Stabilization Stabilization C G-17 of 24 Construction General Permit (CGP) ATTACHMENT 1 Sediment Removal Efficiency Tables EPA recognizes that very high removal efficiencies, even where theoretically achievable by a 50-foot buffer, may be very difficult to achieve in practice using alternative controls. Therefore in the tables below, EPA has limited the removal efficiencies to a maximum of 90%. Efficiencies that were calculated at greater than 90%are shown as 90%, and this is the minimum percent removal that must be achieved by alternative controls. Table G - 8. Estimated 50-foot Buffer Performance in Idaho* Estimated %Sediment Removal Sandy Clay Silty Clay Loam, Loam, Silt, Loam or Loamy Sand Sandy Loam Type of Buffer Vegetation** Clay Clay-Loam Sand or Silty Clay or Silt Loam Tall Fescue Grass 42 52 44 48 85 Medium-density Weeds 28 30 28 26 60 Low-density Warm-season 25 26 24 24 55 Grama Grass) Northern Mixed Prairie Grass 28 30 28 26 50 Northern Range Cold Desert 28 28 24 26 50 Shrubs *Applicable for sites with less than nine percent slope **Characterization focuses on the under-story vegetation Table G - 9. Estimated 50-foot Buffer Performance in Massachusetts and New Ham•shire* Estimated%Sediment Removal Sandy Clay Silty Clay Loam, Loam,Silt, Loam or Loamy Sand Sandy Loam Type of Buffer Vegetation** Clay Clay-Loam Sand or Silty Clay or Silt Loam Warm-season Grass(i.e., 79 90 90 90 90 Switchgrass, Lemongrass) Cool-season Dense Grass � (Kentucky Bluegrass, Smooth 78 90 90 90 90 Bromegrass, Timothy) Tall Fescue Grass 76 90 81 89 90 Medium-density Weeds 66 76 60 72 66 *Applicable for sites with less than nine percent slope **Characterization focuses on the under-story vegetation 5 The buffer performances were calculated based on a denuded slope upgradient of a 50-foot buffer and a perimeter controls, as perimeter controls are a standard requirement (see Part 2.1.2.2). G-18 of 24 Construction General Permit (CGP) Table G - 10. Estimated 50-foot Buffer Performance in New Mexico* Estimated%Sediment Removal Sandy Clay` Silty Clay Loam, Loam,Silt, Loam or Loamy Sand Sandy Loam Type of Buffer Vegetation ** Clay Clay-Loam .Sand or Slty Clay or Silt Loam Tall Fescue grass 71 85 80 86 90 Medium-density Weeds 56 73 55 66 78 Low-density Warm-season Native Bunchgrass(i.e., 53 70 51 62 67 Grama Grass) Southern Mixed Prairie Grass 53 71 52 63 50 Southern Range Cold Desert 56 73 55 65 53 Shrubs *Applicable for sites with less than nine percent slope **Characterization focuses on the under-story vegetation Table G - 11. Estimated 50-foot Buffer Performance in Washington, DC* 1'16' Estimated%Sediment Removal Silty Clay Loam, Loam,Silt, Loam or Loamy Sand` Sandy Loam Type of Buffer Vegetation ** Clay Clay-Loam Sand or Silty Clay or Silt Loam Warm-season Grass(i.e., 82 90 90 90 90 Switchgrass, Lemongrass) Cool-season Dense Grass (Kentucky Bluegrass, Smooth 81 90 90 90 90 Bromegrass,Timothy) Tall Fescue Grass 79 90 83 89 90 Medium-density Weeds 71 79 66 75 74 *Applicable for sites with less than nine percent slope **Characterization focuses on the under-story vegetation Table G - 12. Estimated 50-foot Buffer Performance in American Samoa* Estimated%Sediment Removal Sandy Clay, Silty Clay Loam, Loam, Silt, Loam or Loamy Sand Sandy Loam Type of Buffer Vegetation ** Clay Clay-Loam Sand or Silty Clay or Silt Loam Bahiagrass(Permanent cover) 82 90 90 90 83 Warm-season Grass(i.e., 82 90 90 90 85 Switchgrass, Lemongrass) Dense Grass 82 90 90 90 83 Tall Fescue Grass 82 89 82 89 79 Medium-density Weeds 70 73 62 75 59 *Applicable for sites with less than nine percent slope **Characterization focuses on the under-story vegetation ' Now G-19 of 24 Construction General Permit (CGP) CTable G - 13. Estimated 50-foot Buffer Performance in Guam* Estimated%Sediment Removal �z Sandy Clay iw1`: Silty Clay Loam, I Loam, Silt, ,_ Loam or Loamy Sand Sandy Loam Type of Buffer Vegetation** Clay Clay-Loam Sand or Silty Clay or Silt Loam Bahiagrass(Permanent 80 90 90 90 89 cover) Warm-season Grass(i.e., 80 90 90 90 90 Switchgrass, Lemongrass) Dense Grass 79 90 90 90 89 Tall Fescue Grass 76 90 80 88 87 Medium-density Weeds 63 73 53 68 61 *Applicable for sites with less than nine percent slope **Characterization focuses on the under-story vegetation Table G - 14. Estimated 50-foot Buffer Performance in Puerto Rico* Estimated%Sediment Removal Sandy Clay ,,,., r, Loam or Loamy Sand Sandy Loam Type of Buffer Vegetation** Clay Clay-Loam Sand or Silty Clay or Silt Loam Bahiagrass(Permanent -II 83 90 90 90 90 cover) Warm-season Grass(i.e., 83 90 90 90 90 Switchgrass, Lemongrass) Dense Grass 83 90 90 90 90 Tall Fescue Grass 82 90 84 90 89 Medium-density Weeds 72 78 65 76 64 *Applicable for sites with less than nine percent slope **Characterization focuses on the under-story vegetation Table G - 15. Estimated 50-foot Buffer Performance in Virgin Islands* Sandy Clay Silty Clay Loam, Loam, Silt, Loam or Loamy Sand Sandy Loam Type of Buffer Vegetation'* Clay Clay-Loam Sand or Silty Clay or Silt Loam Bahiagrass(Permanent 85 90 90 90 90 cover) Warm-season Grass(i.e., 86 90 90 90 90 Switchgrass, Lemongrass) Dense Grass 85 90 90 90 90 Tall Fescue Grass 85 90 88 90 89 Medium-density Weeds 75 77 71 78 63 *Applicable for sites with less than nine percent slope **Characterization focuses on the under-story vegetation G-20 of 24 Construction General Permit (CGP) ATTACHMENT 2 Using the Sediment Removal Efficiency Tables-Questions and Answers - What if my specific buffer vegetation is not represented in Tables G-8 through G- 15? Tables G-8 through G- 15 provide a wide range of factors affecting buffer performance; however, there may be instances where the specific buffer vegetation type on your site is not listed. If you do not see a description of the type of vegetation present at your site, you should choose the vegetation type that most closely matches the vegetation type on your site. You can contact your local Cooperative Extension Service Office (www.csrees.usda.gov/Extension) for assistance in determining the vegetation type in Tables G-8 through G- 15 that most closely matches your site-specific vegetation. - What if there is high variability in local soils? EPA recognizes that there may be a number of different soil type(s) on any given construction site. General soil information can be obtained from USDA soil survey reports (htto://websoilsurvey.nrcs.usda.gov) or from individual site assessments performed by a certified soil expert. Tables G-8 through G- 15 present eleven generic soil texture classes, grouping individual textures where EPA has determined that performance is similar. If your site contains different soil texture classes, you should use the soil type that best approximates the predominant soil type at your site. - What if my site slope is greater than 9 percent after final grade is reached? As indicated in the buffer performance tables, the estimated sediment removal efficiencies are associated with disturbed slopes of up to 9 percent grade. Where your graded site has an average slope of greater than 9 percent,you should calculate a site-specific buffer performance. - How do I calculate my own estimates for sediment reduction at my specific site? If you determine that it is necessary to calculate your own sediment removal efficiency using site- specific conditions (e.g., slopes at your site are greater than 9 percent), you can do so by choosing from a range of available mathematical models that are available to facilitate this calculation, including USDA's RUSLE-series programs and the WEPP erosion model,SEDCAD, SEDIMOT, or other equivalent models. - What is my estimated buffer performance if my site location is not represented by Tables G- 8 through G- 15? If your site is located in an area not represented by Tables G-8 through G - 15, you should use the table that most closely approximates conditions at your site. You may also choose to conduct a site-specific calculation of the buffer performance. - What if only a portion of my site drains to the buffer area? If only a portion of your site drains to a surface water,where that water is within 50 feet of your construction activities, you are only required to meet the equivalency requirement for the stormwater flows corresponding to those portions of the site. See Example 2 below for an example of how this is expected to work. G-21 of 24 Construction General Permit (CGP) ATTACHMENT 3 Examples of How to Use the Sediment Removal Efficiency Tables Example 1. Comparatively Wet Location (7.5 acre site located in Massachusetts) The operator of a 7.5-acre construction site in Massachusetts has determined that it is infeasible to establish a buffer of any size on their site, and is now required to select and install controls that will achieve an equivalent sediment load reduction as that estimated in G-9 for their site conditions. The first step is to identify what percentage of eroded sediment is estimated to be retained from a 50-foot buffer. For this example, it is assumed that the site has a relatively uniform gentle slope (3 percent), so Table G-9 can be used to estimate the 50-foot buffer sediment load reduction. If the site's buffer vegetation is best typified by cool-season dense grass and the underlying soil is of a type best described as loamy sand, the 50-foot buffer is projected to capture 90 percent of eroded sediment from the construction site. The second step is to determine what sediment controls can be selected and installed in combination with the perimeter controls already required to be implemented at the site (see Part 2.1.2.2), which will achieve the 90 percent sediment removal efficiency from Table G-9. For this example, using the RUSLE2 profile model, it was determined that installing a pair of shallow- sloped diversion ditches to convey runoff to a well-designed and maintained sediment basin provides 99 percent sediment removal. Because the estimated sediment reduction is greater than the required 90 percent that a 50-foot buffer provides, the operator will have met the buffer requirements. See Figure G-5. The operator could also choose a different set of controls, as long as they achieve at least a 90 percent sediment removal efficiency. G-22 of 24 Construction General Permit (CGP) Figure G - 5. Example 1 - Equivalent Sediment Load Reductions ata 7.5 ac Site in MA. ,17switr4iiii,p477,4747,;„,,;„44,1:777::::::;:i:4•:7::: Swale �• roe\\, -: , `fi'i s. :# q a u c• �, �� ai- R �1 , ',,r,..~.'„ c ''.'::11',...1'',4;ii-' ` ,�r' ' ' ii-,,, ',-,::::."''''''''':...s Basin s b �� ,�� Diversion Dike y rage Now i ',,,distance---80 e8 teet i� " ,,, ,,,zo,.*%...v,.—,,,„,\v,..,,,'•‘. „i,..:‘,A*,.74..t '44,:ii'?°1:ilt,,,,,,,,,.. " 0 •'-',"?, ,,:t"..'"i:"'"'"'. ','.,,,!:4::::. : „, T i . ting _� , - !... Diversion Dike /A Example 2. Arid Location With Pre-existing Disturbances in the Natural Buffer(6.5 acre site located in New Mexico) An operator of a site in New Mexico determines that it is not practicable to provide a 50-foot buffer, but a 28 foot buffer can be provided. Because the operator will provide a buffer that is less than 50 feet, the operator must determine which controls, in combination with the 28-foot buffer, achieve a sediment load reduction equivalent to the 50-foot buffer. In this example, the project will disturb 6.5 acres of land, but only 1.5 acres of the total disturbed area drains to the buffer area. Within the 28 foot buffer area is al preexisting concrete walkway.Similar to Example 1, the equivalence analysis starts with Step 1 (Part G.2.2.2) with a review of the New Mexico buffer performance (Table G 10). The operator determines that the predominate vegetation type in the buffer area is prairie grass and the soil type is similar to silt, and that the site is of a uniform, shallow slope (e.g., 3 percent grade). Although the operator will take credit for the disturbance caused by the concrete walkway as a natural buffer in Step 2, here the operator can treat the entire buffer area as being naturally vegetated with prairie grass. Based on this information, the operator refers to Table G 10 to estimate that the 50 foot buffer would retain 50 percent of eroded soil. The second step is to determine, based on the 50 percent sediment removal efficiency found in Table G 10,what sediment controls in combination with the 28-foot buffer area, can be G-23 of 24 Construction General Permit (CGP) implemented to reduce. sediment loads by 50 percent or more.The operator does not have to account the reduction n buffer function caused by the preexisting walkway, and can take credit for the entire 28-foot buffer being fully vegetated in the analysis. For this example, using the RUSLE2 profile model, the operator determined that installing a fiber roll barrier between the silt fence (already required by Part 2.1.2.2) and the 28-foot buffer will achieve an estimated 84 percent sediment removal efficiency.See Figure G 6. Note that this operator is subject to the requirement in Part 2.1.2.1 b.i to ensure that discharges through the silt fence, fiber roll barrier, and 28 foot buffer do not cause erosion within the buffer. The estimated sediment reduction is greater than the required 50 percent; therefore the operator will have met the buffer alternative requirement. Figure G - 6. Example 2- Equivalent Sediment Load Reductions ata 6.5 ac Site in NM. 1.5 • :,:f,''I',!„..-':3.T'''''''*:,:-:.,11,,'''''':'''':.: acres •gaining to buffeir� draining x s � � Silt Fence Ee Fiber Roll!!,,r,r.:1,!,,r,,,,A‘i':1,—.;ct:.?1,'}';‘'''''''00'1'' ''.4 x` // �e v / & - � ,.-. ,.'1;',',';'..1i' r .�) '' r /.., �;, .,ate' ti z. , c ' - 28-ft Vegetated Buffer f"."' Concrete ` Walkway ' '_ E ♦ � z.� &:; r l ern,, G-24 of 24 Appendix L TPDES Genera/ Penn& Number TXR 150000 For Construction Activities This Appendix contains a copy of the TPDES 2013 General Permit for Construction Activities. You may use this copy for reference if needed if you have any questions about the TXR150000. 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Design, install, and maintain effective erosion controls and sediment controls to minimize the discharge of pollutants. At a minimum, such controls must be designed, installed, and maintained to: (a) Control stormwater volume and velocity within the site to minimize soil erosion; (b) If any stormwater flow will be channelized at the site, stormwater controls must be designed to control both peak flowrates and total stormwater volume to minimize erosion at outlets and to minimize downstream channel and streambank erosion; (c) Minimize the amount of soil exposed during construction activity; (d) Minimize the disturbance of steep slopes; (e) Minimize sediment discharges from the site. The design, installation, and maintenance of erosion and sediment controls must address factors such as the amount, frequency, intensity and duration of precipitation, the nature of resulting stormwater runoff, and soil characteristics, including the range of soil particle sizes expected to be present on the site; (f) If earth disturbance activities are located in close proximity to a surface water, provide and maintain appropriate natural buffers if feasible and as necessary, around surface waters, depending on site-specific topography, sensitivity, and proximity to water bodies. Direct stormwater to vegetated areas to increase sediment removal and maximize stormwater infiltration. If providing buffers is infeasible, the permittee shall document the reason that natural buffers are not feasible, and shall implement additional erosion and sediment controls to reduce sediment load; (g) Preserve native topsoil at the site, unless infeasible; and (h) Minimize soil compaction in post-construction pervious areas. In areas of the construction site where final vegetative stabilization will occur or where infiltration practices will be installed, either: (1) restrict vehicle and equipment use to avoid soil compaction; or (2) prior to seeding or planting areas of exposed soil that have been compacted,use techniques that condition the soils to support vegetative growth, if necessary and feasible; TCEQ does not consider stormwater control features (e.g., stormwater conveyance channels, storm drain inlets, sediment basins) to constitute"surface waters"for the purposes of triggering the buffer requirement in Part III.G.(f) above. Soil stabilization. Stabilization of disturbed areas must, at a minimum, be initiated immediately whenever any clearing, grading, excavating, or other earth disturbing activities have permanently ceased on any portion of the site, or temporarily ceased on any portion of the site and will not resume for a period exceeding 14 calendar days. In the context of this requirement, "immediately" means as soon as practicable, but no later than the end of the next work day, following the day when the earth disturbing activities have temporarily or permanently ceased. Temporary stabilization must be completed no more than 14 calendar days after initiation of soil stabilization measures, and final stabilization must be achieved prior to termination of permit coverage. In arid, semi-arid, and drought-stricken areas where initiating vegetative stabilization measures immediately is infeasible, alternative non-vegetative stabilization measures must be employed as soon as practicable. Dewatering Discharges from dewatering activities, including discharges from dewatering of trenches and excavations, are prohibited, unless managed by appropriate controls. Pollution prevention measures Design, install, implement, and maintain effective pollution prevention measures to minimize the discharge of pollutants. At a minimum, such measures must be designed, installed, implemented, and maintained to: (a) Minimize the discharge of pollutants from equipment and vehicle washing, wheel wash water, and other wash waters. Wash waters must be treated in a sediment basin or alternative control that provides equivalent or better treatment prior to discharge; (b) Minimize the exposure of building materials, building products, construction wastes, trash, landscape materials, fertilizers, pesticides, herbicides, detergents, sanitary waste, and other materials present on the site to precipitation and to stormwater; and (c) Minimize the discharge of pollutants from spills and leaks, and implement chemical spill and leak prevention and response procedures. Prohibited discharges. The following discharges are prohibited: (a) Wastewater from wash out of concrete trucks, unless managed by an appropriate control (see Part V of the general permit); (b) Wastewater from wash out and cleanout of stucco, paint, form release oils, curing compounds and other construction materials; (c) Fuels, oils, or other pollutants used in vehicle and equipment operation and maintenance; and (d) Soaps or solvents used in vehicle and equipment washing. Surface outlets When discharging from basins and impoundments, utilize outlet structures that withdraw water from the surface, unless infeasible. C C Appendix M Concrete Batch P/ant Requirements Material Management Sheet Pollution Prevention Team Employee Training Form Quarterly Visual Monitoring Form Annual Comprehensive Compliance Form Non-Storm Water Discharges DMR Report Rain Gauge Log This Appendix contains information regarding the use of Supporting Concrete Batch Plants for Construction Activities and copies of the DMR Report required for Concrete Batch Plants. LowC Page 1of7 Storm Water Runoff from Concrete Batch Plants ......._._....................._............ ...... Discharges of storm water runoff from concrete batch plants at regulated construction sites may be authorized under the provisions of this general permit provided that the following requirements are met for concrete batch plant(s) authorized under this permit. If discharges of storm water runoff from concrete batch plants are not covered under this general permit, then discharges must be authorized under an alternative general permit or individual permit. This permit does not authorize the discharge or land disposal of any wastewater from concrete batch plants at regulated construction sites. Authorization for these wastes must be obtained under an individual permit or an alternative general permit. Section A. Benchmark Sampling Requirements 1. Operators of concrete batch plants authorized under this general permit must sample the storm water runoff from the concrete batch plants according to the requirements of this section of this general permit, and must conduct evaluations on the effectiveness of the SWP3 based on the following benchmark monitoring values: Benchmark Benchmark Sampling Sample Type Parameter Value Frequency Oil and Grease 15 mg/L 1/quarter (*1)(*2) Grab (*3) Total Suspended 100 mg/L 1/quarter (*1)(*2) Grab (*3) Solids pH 6.0 - 9.0 1/quarter (*1)(*2) Grab (*3) Standard Units Total Iron 1.3 mg/L 1/quarter(*1)(*2) Grab (*3) (*1) When discharge occurs. Sampling is required within the first 30 minutes of discharge. If it is not practicable to take the sample, or to complete the sampling, within the first 30 minutes, sampling must be completed within the first hour of discharge. If sampling is not completed within the first 30 minutes of discharge, the reason must be documented and attached to all required reports and records of the sampling activity. (*2) Sampling must be conducted at least once during each of the following periods. The first sample must be collected during the first full quarter that a storm water discharge occurs from a concrete batch plant authorized under this general permit. January through March April through June July through September October through December Page 3 of 7 Description of Potential Pollutant Sources - The SWP3 must provide a description of potential sources (activities and materials) that may reasonably be expected to affect the quality of storm water discharges associated with concrete batch plants authorized under this permit. The SWP3 must describe practices that that will be used to reduce the pollutants in these discharges to assure compliance with this general permit, including the protection of water quality, and must ensure the implementation of these practices. The following must be developed, at a minimum, in support of developing this description: (a) Drainage -The site map must include the following information: (1) the location of all outfalls for storm water discharges associated with concrete batch plants that are authorized under this permit; (2) a depiction of the drainage area and the direction of flow to the outfall(s); (3) structural controls used within the drainage area(s); (4) the locations of the following areas associated with concrete batch plants that are exposed to precipitation: vehicle and equipment maintenance activities (including fueling, repair, and storage areas for vehicles and equipment scheduled for maintenance); areas used for the treatment, storage, or disposal of wastes; liquid storage tanks; material processing and storage areas; and loading and unloading areas; and (5) the locations of the following: any bag house or other dust control device(s); recycle/sedimentation pond, clarifier or other device used for the treatment of facility wastewater (including the areas that drain to the treatment device); areas with significant materials; and areas where major spills or leaks have occurred. Inventory of Exposed Materials - A list of materials handled at the concrete batch plant that may be exposed to storm water and that have a potential to affect the quality of storm water discharges associated with concrete batch plants that are authorized under this general permit. Spills and Leaks - A list of significant spills and leaks of toxic or hazardous pollutants that occurred in areas exposed to storm water and that drain to storm water outfalls associated with concrete Page 5 of 7 concrete production at the facility, but must be a minimum of once per month while the facility is in operation. The inspection must take place while the facility is in operation and must, at a minimum, include all areas that are exposed to storm water at the site, including material handling areas, above ground storage tanks, hoppers or silos, dust collection/containment systems, truck wash down and equipment cleaning areas. Follow-up procedures must be used to ensure that appropriate actions are taken in response to the inspections. Records of inspections must be maintained and be made readily available for inspection upon request. Employee Training - An employee training program must be developed to educate personnel responsible for implementing any component of the SWP3, or personnel otherwise responsible for storm water pollution prevention, with the provisions of the SWP3. The frequency of training must be documented in the SWP3, and at a minimum, must consist of one training prior to the initiation of operation of the concrete batch plant. Record Keeping and Internal Reporting Procedures - A description of spills and similar incidents, plus additional information that is obtained regarding the quality and quantity of storm water discharges, must be included in the SWP3. Inspection and maintenance activities must be documented and records of those inspection and maintenance activities must be incorporated in the SWP3. Management of Runoff - The SWP3 shall contain a narrative consideration for reducing the volume of runoff from concrete batch plants by diverting runoff or otherwise managing runoff, including use of infiltration, detention ponds, retention ponds, or reusing of runoff. Comprehensive Compliance Evaluation - At least once per year, one or more qualified personnel (i.e., a person or persons with knowledge of this general permit, the concrete batch plant, and the SWP3 related to the concrete batch plant(s) for the site) shall conduct a compliance evaluation of the plant. The evaluation must include the following. Visual examination of all areas draining storm water associated with regulated concrete batch plants for evidence of, or the potential for, pollutants entering the drainage system. These include but are not limited to: cleaning areas, material handling areas, above ground storage tanks, hoppers or silos, dust collection/containment systems, and truck wash down and equipment cleaning areas. Measures implemented to reduce pollutants in runoff (including Page 7 of 7 Concrete Truck Wash Out Requirements This general permit authorizes the wash out of concrete trucks at construction sites regulated under Sections ILEA., 2., and 3. of this general permit, provided the following requirements are met. Authorization is limited to the land disposal of wash out water from concrete trucks that are associated with off-site production facilities. Wash out water associated with on-site concrete production facilities must be authorized under a separate TCEQ general permit or individual permit. 1. Direct discharge of concrete truck wash out water to surface water in the state, including discharge to storm sewers, is prohibited by this general permit. 2. Concrete truck wash out water shall be discharged to areas at the construction site where structural controls have been established to prevent direct discharge to surface waters, or to areas that have a minimal slope that allow infiltration and filtering of wash out water to prevent direct discharge to surface waters. Structural controls may consist of temporary :berms, temporary shadow pits, temporary storage tans wi h s?ow late release, or other reasonable measures to prevent runoff from the construction site. 3. Wash out of concrete trucks during rainfall events shall be minimized. The direct discharge of concrete truck wash out water is prohibited at all times, and the operator shall insure that its BMPs are sufficient to prevent the discharge of concrete truck washout as the result of rain. 4. The discharge of wash out water shall not cause or contribute to groundwater contamination. 5. If a SWP3 is required to be implemented, the SWP3 shall include concrete wash out areas on the associated map. BATCH PLANT MATERIAL MANAGEMENT Material management is important in that the best way to avoid a problem is prevention. On a construction site, the material storage area(s) can become a major source of risk due to possible mishandling of materials or accidental spills.An inventory of the material storage area the potential to come into contact with storm water. This will help raise your awareness and assist in planning effective controls. PETROLEUM PRODUCTS DATE IN/DATE OUT BATCH PLANT CHEMICALS(concrete hardeners and bagged concrete) HAZARDOUS PRODUCTS OTHER MATERIALS Pollution Prevention Team Team Member: Responsibilities: Team Member: Responsibilities: Team Member: Responsibilities: Team Member: Responsibilities: Team Member: Responsibilities: STORM WATER POLLUTION Employee Training PREVENTION PLAN Form SWP3 Goals Pollution Prevention Team Good Housekeeping Spill Prevention & Response Materials Handling & Storage Equip. &Vehicle Washing Procedures Other Employees: Date: By: Signature: Copy: Field File C k 4 >" a7 } .i M 'CC co, 4- ar O O >„ 0 D NN w) r.., e- Vi a) Lil 0 c o�. z c .0 ( . z - 4 •a o � .E Nm 0 NL '� I.. 4-1 o N �, C O y d V > o >- 'y } C o w w a 0 a E ca as 1— c c a) N O c a, - - c a Q. L c > I -- cca a a N t- s N N a.) a c 06 N a +, N c M c }, a c a) E a 'i a c Qvs V = s i C c e") ~ a) O F- a) c - a) Cr. a) _c a c 0 •Q a) ++ a) a) N 4- a) Cl) 4- a a co CD a)(0 cut N 0 i p N N O O O v .r. a •++ t) ) iir, _ E N ca Q. p a Q �O O 0 a) O cs 0 2 co to o a C. m C9 m 0 STORM WATER POLLUTION Employee Training PREVENTION PLAN Form SWP3 Goals Pollution Prevention Team Good Housekeeping Spill Prevention & Response Materials Handling & Storage Equip. &Vehicle Washing Procedures Other Employees: Date: By: Signature: Copy: Field File C Quarterly Visual Monitoring Form Fill out a separate form for each sample you collect(one form per outfall). Outfall number: Person colleting/examining sample: Quarter/year: Date&time collected: Date&time examined: Rainfall amount: Qualifying:Yes or No Runoff source: rainfall or snowmelt Parameter Parameter Description Parameter Characteristics Color Does the water appear to be colored? Describe: Yes No Clarity Is the water clear or transparent, Which of the following best describes the clarity of the water? meaning can you see through it?Yes Clear Milky Opaque Other(describe) No Oil sheen Can you see a rainbow effect or sheen Which of the following best describes the water sheen?Oily on the water surface?Yes No Silver Iridescent Odor Describe, Does the sample have an odor?Yes 1 o Floating solids Describe: Is there something floating on the surface of the sample?Yes No Suspended solids Describe: Is there something suspended in the water column or sample?Yes No Settled solids Describe: Is there something settled at the bottom of the sample?Yes No Foam Describe: Is there foam or material forming on top of the water?Yes No Detail any concerns,corrective actions taken, and any other obvious indicators of pollution present in the sample: Collector's signature: c.. N c 0 U C a) O Q :.., N 0 c Q > 0 L a) t y V RS L c O a U L c 0 a "6 0 a) Z C O L 0 yL W Cl) o 0 } o. U CC 0 Q c a Cs0 c C.. V N O LI+..., CM V C C .0 U' � C C I,L tfl © if) L U ; a at = C o . a+ Z C a) Rs . c Q a E > ) O W >- U L 0 1 a) 0. N c TS E F. a � L N 03 -CS L F. C > V a) .a , N N N Cr E 0 ,- 0 = 0 .0 N c ow t *5 0 N O �, c o o y 0 Q >, R Cl) a) E W O O C C O 0 0 0 0 0 V C i C :a+ X •0 V C Md °) 0) a) >, Q V c CD O al O C a) �' o V 70 0 0 i E N v Ca N 'C L N O .v i .F °- a C N a) C m m 0 . Rs ,� _ O O. N i N cu V C) 0 N C) a) d O i 7 •Rs N d 0 � C d = 'iM r "a 4+ 0010 ++ 0 Rf U) N 3 ) _0 C) — a co 0 +; d N c 0 c . 0 U 0 i coo ,a; .; 0. g Rs m < .E Eai a a a .= a a a) .I. 3 wa Annual Comprehensive Compliance Narrative discussion of compliance with the current SWP3: Annual Comprehensive Compliance Revision of the SWP3? SWP3 Updated Element Yes No N/A Any additional elements (e.g. structural controls or BMPs) that should be added or modified for prevention of pollution The site map The inventory of exposed materials The description of good housekeeping measures The description of nonstructural controls Any other elements of the plan that were found to be inaccurate or that will be modified Signature: Date: Non-Storm Water Discharges Approved Nan-Storni Water Discharges Type of Discharge Process or Activity Narrative Description of Non-Storm Water Discharge Investigation: Non-Storm Water Discharge Investigation Date Findings Corrective Action Taken Certification: I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system,or those persons directly responsible for gathering the information,the information submitted is to the best of my knowledge and belief,true,accurate,and complete. I am aware there are significant penalties for submitting false information,including the possibility of fines and imprisonment for knowing violations. 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R CO m W i F- 7 c a 7 c a 0 E a 9 c a 0 c a y > E R Em , a1 > m ET,ca, ,am c„1. iam p„,, E ,am E , E im Ecm. iam E >- 0 F- w w cn ❑ H w w n ❑ F= CC Q 0 ❑ F- Wee 0 ❑ F- CY W 0 a c3 E E E E C m Y C m Y m Y m Y m Y Q CC •• F- a •• F- N •• F- CC C F- R •• H. C7 �' C7 _ °' C7 °� C7 °' 0 c m . E CC m m (C E R C)) c(6 C E c :173'ca m C CC CC C)) (EC CTC ',732 cCa 0 I- WW U) ❑ F- WW U) ❑ F- WW U) ❑ I- WW U) ❑ F- WW U) M C C C E C -a m m m m m m se m se F- F- I- F- 3 F- t ca C) m R M m co rn m ca C) m co C m O. CL D. O ca E ',732 cEo e0 E ( m E a _ :,-5 1 :',i" E ._— A E >, E ',7, 2_ 2 E cC m ca CC .— eC m .— co m ca R .- E ❑ F- w W v) ❑ H R' Q' U) ❑ F- Q' FY U) ❑ 1 C w U) ❑ F- WW U) Appendix N Spill Prevention and Response Procedures, Contact Numbers and Spill Response Forms Spill Prevention and Response Procedures - Areas where potential spills that can contribute pollutants to storm water runoff, and the drainage areas from these locations, must be identified in the SWP3. Where appropriate, the SWP3 must specify material handling procedures, storage requirements, and use of equipment. Procedures for cleaning up spills must be identified in the SWP3 and made available to the appropriate personnel. SPILL PREVENTION AND RESPONSE Consistent with the general permit requirements, all potential pollutants will be handled and disposed of in a manner that does not cause contamination of storm water. Non-sediment pollutants that may be present during construction activities include: • Petroleum products including fuel, lubricants, hydraulic fluids, and form oils • Polymer used for soil stabilization • Water treatment chemicals (coagulant, acid, sodium bicarbonate) • Concrete • Paints • Fertilizers These materials, and other materials used during construction with the potential to impact storm water, will be stored, managed, used, and disposed of in a manner that minimizes the potential for releases to the environment and especially into storm water. Emergency contacts for the project are included at the end of this section. General Materials Handling Practices The following general practices will be used throughout the project to reduce the potential for spills. • Potential pollutants will be stored and used in a manner consistent with the manufacturer's instructions in a secure location. To the extent practicable, material storage areas should not be located near storm drain inlets and should be equipped with covers, roofs, or secondary containment as needed to prevent storm water from contacting stored materials. Chemicals that are not compatible (such as sodium bicarbonate and hydrochloric acid) shall be stored in segregated areas so that spilled materials cannot combine and react. • Materials disposal will be in accordance with the manufacturer's instructions and applicable local, state, and federal regulations. • Materials no longer required for construction will be removed from the site as soon as practicable. • Adequate garbage, construction waste, and sanitary waste handling and disposal facilities will be provided to the extent necessary to keep the site clear of obstruction and BMPs clear and functional. Specific Materials Handling Practices • All pollutants, including waste materials and demolition debris, that occur on-site during construction will be handled in a way that does not contaminate storm water. • All chemicals including liquid products, petroleum products, water treatment chemicals, and wastes stored on site will be covered and contained and protected from vandalism. • Maintenance and repair of all equipment and vehicles involving oil changes, hydraulic system drain down, de-greasing operations, fuel tank drain down and removal, and other activities which may result in the accidental release of contaminants, will be conducted under cover during wet weather and on an impervious surface to prevent the release of contaminants onto the ground. Materials spilled during maintenance operations will be cleaned up immediately and properly disposed of. • Wheel wash water will be settled and discharged on site by infiltration. Wheel wash water will not be discharged to the storm water system or the storm water treatment system. • Application of agricultural chemicals, including fertilizers and pesticides, will be conducted in a manner and at application rates that will not result in loss of chemical to storm water runoff. Manuf&ent re' recommendations will be followed for application rates and procedures. • pH-modifying sources will be managed to prevent contamination of runoff and storm water collected on site. The most common sources of pH-modifying materials are bulk cement, cement kiln dust (CKD), fly ash, new concrete washing and curing waters, waste streams generated from concrete grinding and sawing, exposed aggregate processes, and concrete pumping and mixer washout waters. Spill Response The primary objective in responding to a spill is to quickly contain the material(s) and prevent or minimize their migration into storm water runoff and conveyance systems. If the release has impacted on-site storm water, it is critical to contain the released materials on site and prevent their release into receiving waters. If a spill of pollutants threatens storm water at the site, the spill response procedures outlined below must be implemented in a timely manner to prevent the release of pollutants. • The site superintendent will be notified immediately when a spill, or the threat of a spill, is observed. The superintendent will assess the situation and determine the appropriate response. • If spills represent an imminent threat of escaping project site and entering the receiving waters, facility personnel will respond immediately to contain the release and notify the superintendent after the situation has been stabilized. • If oil sheen is observed on surface water (e.g., settling ponds, detention pond, and swales), absorbent pads and/or booms will be applied to contain and remove the oil. The source of the oil sheen will elao be ide-ntified and removed or repaired as necessafy to prevent further releases. • The site superintendent, or his designee, will be responsible for completing the spill reporting form and for reporting the spill to the appropriate state or local agency (see Forms at the end of this section). Notification In the event of a spill, make the appropriate notification(s)consistent with the following procedures: • Any spill of oil which 1)violates water quality standards, 2) produces a "sheen" on a surface water, or 3)causes a sludge or emulsion must be reported immediately by telephone to the National Response Center Hotline. • Any oil, hazardous substance, or hazardous waste release which exceeds the reportable quantity *see below for reference* must be reported immediately by telephone to the National Response Center Hotline. • Any spill of oil or hazardous substance to waters of the state must be reported immediately by telephone to the EPA National Response Center. Spill Report Form LOCATION OF SPILL AT PROJECT: Date: Time: Regulatory agencies notified (date, time, person, agency, and how): Material spilled: Quantity spilled: Source: Cause: Extent of injuries (if any): Immediate remedial actions taken at time of spill: Measures taken or planned to prevent recurrence: Was Storm Water Pollution Prevention Plan "SWPPP" Updated: Was Erosion Control Plan updated to show Spill Location: This report prepared by: (Signature) (Date) (Job title) Appendix 0 Definitions 0 Definitions Arid Areas-Areas with an average annual rainfall of 0 to 10 inches. Best Management Practices (BMPs) - Schedules of activities, prohibitions of practices, maintenance procedures, structural controls, local ordinances, and other management practices to prevent or reduce the discharge of pollutants. BMPs also include treatment requirements, operating procedures, and practices to control construction site runoff, spills or leaks, waste disposal, or drainage from raw material storage areas. Commencement of Construction - The initial disturbance of soils associated with clearing, grading, or excavation activities, as well as other construction-related activities (e.g., stockpiling of fill material, demolition) Common Plan of Development - A construction activity that is completed in separate stages, separate phases, or in combination with other construction activities. A common plan of development(also known as a "common plan of development or sale") is identified by the documentation for the construction project that identifies the scope of the project, and may include plats, blueprints, marketing plans, contracts, building permits, a public notice or hearing, zoning requests, or other similar documentation and activities. A common plan of development does not necessarily include all construction projects within the jurisdiction of a public entity (e.g., a city or university). Construction of roads or buildings in different parts of the jurisdiction would be considered separate "common plans," with only the interconnected parts of a project being considered part of a "common plan" (e.g.. a building and its associated parking lot and driveways, airport runway and associated taxiways, a building complex, etc.). Where discrete construction projects occur within a larger common plan of development or sale but are located '/ mile or more apart, and the area between the projects is not being disturbed, each individual project can be treated as a separate plan of development or sale, provided that any interconnecting road, pipeline or utility project that is part of the same"common plan"is not included in the area to be disturbed. Discharge- For the purposes of this permit, the drainage, release, or disposal of pollutants in storm water and certain non-storm water from areas where soil disturbing activities (e.g., clearing, grading, excavation, stockpiling of fill material, and demolition), construction materials or equipment storage or maintenance (e.g., fill piles, borrow area, concrete truck washout, fueling), or other industrial storm water directly related to the construction process (e.g., concrete or asphalt batch plants)are located. Edwards Aquifer - As defined under Texas Administrative Code § 213.3 of this title (relating to the Edwards Aquifer), that portion of an arcuate belt of porous, water-bearing, predominantly carbonate rocks known as the Edwards and Associated Limestone's in the Balcones Fault Zone trending from west to east to northeast in Kinney, Uvalde, Medina, Bexar, Comal, Hays, Travis, and Williamson Counties; and composed of the Salmon Peak Limestone, McKnight Formation, West Nueces Formation, Devil's River Limestone, Person Formation, Kainer Formation, Edwards Formation, and Georgetown Formation. The permeable aquifer units generally overlie the less-permeable Glen Rose Formation to the south, overlie the less-permeable Comanche Peak and Walnut Formations north of the Colorado River, and underlie the less-permeable Del Rio Clay regionally. Edwards Aquifer Recharge Zone - Generally, that area where the stratigraphic units constituting the Edwards Aquifer crop out, including the outcrops of other geologic formations in proximity to the Edwards Aquifer, where caves, sinkholes, faults, fractures, or other permeable features would create a potential for recharge of surface waters into the Edwards Aquifer. The recharge zone is identified as that area designated as such on official maps located in the offices of the Texas Commission on Environmental Quality and the appropriate regional office. The Edwards Aquifer Map Viewer, located at http://www.tceq.state.tx.us/compliance/field ops/eapp/mapdisclaimer.html, can be used to determine where the recharge zone is located. Brock Environmental Services, LLC March 2013 Edwards Aquifer Contributing Zone - The area or watershed where runoff from precipitation flows down gradient to the recharge zone of the Edwards Aquifer. The contributing zone is located upstream (up gradient) and generally north and northwest of the recharge zone for the following counties: all areas within Kinney County, except the area within the watershed draining to Segment 2304 of the Rio Grande Basin; all areas within Uvalde, Medina, Bexar, and Comal Counties; all areas within Hays and Travis Counties, except the area within the watersheds draining to the Colorado River above a point 1.3 miles upstream from Tom Miller Dam, Lake Austin at the confluence of Barrow Brook Cove, Segment 1403 of the Colorado River Basin; and all areas within Williamson County, except the area within the watersheds draining to the Lampasas River above the dam at Stillhouse Hollow reservoir, Segment 1216 of the Brazos River Basin. The contributing zone is illustrated on the Edwards Aquifer map viewer at http://www.tceq.state.tx.us/compliance/field ops/eapp/mapdisclaimer.html. Facility or Activity- For the purpose of this permit, a construction site or construction support activity that is regulated under this general permit, including all contiguous land and fixtures (e.g., ponds and materials stockpiles), structures, or appurtances used at a construction site or industrial site described by this general permit. Final Stabilization-A construction site status where any of the following conditions are met: (a) All soil disturbing activities at the site have been completed and a uniform (i.e., evenly distributed, without large bare areas) perennial vegetative cover with a density of at least 70% of the native background vegetative cover for the area has been established on all unpaved areas and areas not covered by permanent structures, or equivalent permanent stabilization measures (such as the use of riprap, gabions, or geotextiles) have been employed. (b) For individual lots in a residential construction site by either: (1) The homebuilder completing final stabilization as specified in condition (a) above; or (2) The homebuilder establishing temporary stabilization for an individual lot prior to the time of transfer of the ownership of the home to the buyer and after informing the homeowner of the need for, and benefits of, final stabilization. If temporary stabilization is not feasible, then the homebuilder may fulfill this requirement by retaining perimeter controls or other best management practices, and informing the homeowner of the need for removal of temporary controls and the establishment of final stabilization. (c) For construction activities on land used for agricultural purposes (e.g. pipelines across crop or range land), final stabilization may be accomplished by returning the disturbed land to its preconstruction agricultural use. Areas disturbed that were not previously used for agricultural activities, such as buffer strips immediately adjacent to surface water and areas that are not being returned to their preconstruction agricultural use must meet the final stabilization conditions of condition (a) above. (d) In arid, semi-arid, and drought-stricken areas only, all soil disturbing activities at the site have been completed and both of the following criteria have been met: (1) Temporary erosion control measures (e.g., degradable rolled erosion control product) are selected, designed, and installed along with an appropriate seed base to provide erosion control for at least three years without active maintenance by the operator, and (2) The temporary erosion control measures are selected, designed, and installed to achieve 70 percent vegetative coverage within three years. Hyperchlorination of Waterlines- Treatment of potable water lines or tanks with chlorine for disinfection purposes, typically following repair or partial replacement of the waterline or tank, and subsequently flushing the contents. Brock Environmental Services, LLC March 2013 Indian Country Land-(from 40 CFR 122.2) (1) all land within the limits of any Indian reservation under the jurisdiction of the United States government, notwithstanding the issuance of any patent, and, including rights-of-way running through the reservation; (2) all dependent Indian communities with the borders of the United States whether within the originally or subsequently acquired territory thereof, and whether within or without the limits of a state; and (3) all Indian allotments, the Indian titles to which have not been extinguished, including rights-of-way running through the same. Indian Tribe - (from 40 CFR 122.2) any Indian Tribe, band, group, or community recognized by the Secretary of the Interior and exercising governmental authority over a Federal Indian Reservation. Large Construction Activity- Construction activities including clearing, grading, and excavating that result in land disturbance of equal to or greater than five (5) acres of land. Large construction activity also includes the disturbance of less than five (5) acres of total land area that is part of a larger common plan of development or sale if the larger common plan will ultimately disturb equal to or greater than five (5) acres of land. Large construction activity does not include routine maintenance that is performed to maintain the original line and grade, hydraulic capacity, or original purpose of the site (e.g., the routine grading of existing dirt roads, asphalt overlays of existing roads, the routine clearing of existing right-of- ways, and similar maintenance activities.) Municipal Separate Storm Sewer System (MS4) - A separate storm sewer system owned or operated by the United States, a state, city, town, county, district, association, or other public body (created by or pursuant to state law) having jurisdiction over the disposal of sewage, industrial wastes, storm water, or other wastes, including special districts under state law such as a sewer district, flood control or drainage district, or similar entity, or an Indian tribe or an authorized Indian tribal organization, that discharges to surface water in the state. Notice of Change(NOC)-Written notification to the executive director from a discharger authorized under this permit, providing changes to information that was previously provided to the agency in a notice of intent form. Notice of Intent (NOI) - A written submission to the executive director from an applicant requesting coverage under this general permit. Notice of Termination(NOT)-A written submission to the executive director from a discharger authorized under a general permit requesting termination of coverage. Operator - The person or persons associated with a large or small construction activity that is either a primary or secondary operator as defined below: Primary Operator-the person or persons associated with a large or small construction activity that meets either of the following two criteria: (a) The person or persons have operational control over construction plans and specifications, including the ability to make modifications to those plans and specifications; or (b) The person or persons have day-to-day operational control of those activities at a construction site that are necessary to ensure compliance with a storm water pollution prevention plan (SWP3)for the site or other permit conditions (e.g., they are authorized to direct workers at a site to carry out activities required by the SWP3 or comply with other permit conditions). Secondary Operator - The person whose operational control is limited to the employment of other operators or to the ability to approve or disapprove changes to plans and specifications. A secondary operator is also defined as a primary operator and must comply with the permit requirements for primary operators if there are no other operators at the construction site. Brock Environmental Services, LLC March 2013 Outfall - For the purpose of this permit, a point source at the point where storm water runoff associated with construction activity discharges to surface water in the state and does not include open conveyances connecting two municipal separate storm sewers, or pipes, tunnels, or other conveyances that connect segments of the same stream or other water of the U.S. and are used to convey waters of the U.S. Permittee -An operator authorized under this general permit. The authorization may be gained through submission of a notice of intent, by waiver, or by meeting the requirements for automatic coverage to discharge storm water runoff and certain non-storm water discharges. Point Source - (from 40 CFR §122.2) Any discernible, confined, and discrete conveyance, including but not limited to, any pipe, ditch, channel, tunnel, conduit, well, discrete fissure, container, rolling stock concentrated animal feeding operation, landfill leachate collection system, vessel or other floating craft from which pollutants are, or may be, discharged. This term does not include return flows from irrigated agriculture or agricultural storm water runoff. Pollutant - Dredged spoil, solid waste, incinerator residue, sewage, garbage, sewage sludge, filter backwash, munitions, chemical wastes, biological materials, radioactive materials, heat, wrecked or discarded equipment, rock, sand, cellar dirt, and industrial, municipal, and agricultural waste discharged into any surface water in the state. The term "pollutant" does not include tail water or runoff water from irrigation or rainwater runoff from cultivated or uncultivated rangeland, pastureland, and farmland. For the purpose of this permit,the term "pollutant"includes sediment. Pollution - (from Texas Water Code §26.001(14)) The alteration of the physical, thermal, chemical, or biological quality of, or the contamination of, any surface water in the state that renders the water harmful, detrimental, or incurious to humans, animal life, vegetation, or property or to public health, safety, or welfare, or impairs the usefulness or the public enjoyment of the water for any lawful or reasonable purpose. Rainfall Erosivity Factor(R factor)-the total annual erosive potential that is due to climatic effects, and is part of the Revised Universal Soil Loss Equation (RUSLE). Semiarid Areas-areas with an average annual rainfall of 10 to 20 inches Separate Storm Sewer System -A conveyance or system of conveyances (including roads with drainage systems, streets, catch basins, curbs, gutters, ditches, man-made channels, or storm drains), designed or used for collecting or conveying storm water; that is not a combined sewer, and that is not part of a publicly owned treatment works (POTW). Small Construction Activity- Construction activities including clearing, grading, and excavating that result in land disturbance of equal to or greater than one (1) acre and less than five (5) acres of land. Small construction activity also includes the disturbance of less than one (1) acre of total land area that is part of a larger common plan of development or sale if the larger common plan will ultimately disturb equal to or greater than one (1) and less than five (5) acres of land. Small construction activity does not include routine maintenance that is performed to maintain the original line and grade, hydraulic capacity, or original purpose of the site (e.g., the routine grading of existing dirt roads, asphalt overlays of existing roads, the routine clearing of existing right-of-ways, and similar maintenance activities.) Storm Water(or Storm Water Runoff)- Rainfall runoff, snow melt runoff, and surface runoff and drainage. Storm Water Associated with Construction Activity- Storm water runoff from a construction activity where soil disturbing activities (including clearing, grading, excavating) result in the disturbance of one (1) or more acres of total land area, or are part of a larger common plan of development or sale that will result in disturbance of one (1)or more acres of total land area. Structural Control (or Practice)-A pollution prevention practice that requires the construction of a device, or the use of a device, to capture or prevent pollution in storm water runoff. Structural controls and practices may include but are not limited to: silt fences, earthen dikes, drainage swales, sediment traps, check dams, subsurface drains, storm drain inlet protection, rock outlet protection, reinforced soil retaining systems, gabions, and temporary or permanent sediment basins. Brock Environmental Services, LLC March 2013 Surface Water in the State- Lakes, bays, ponds, impounding reservoirs, springs, rivers, streams, creeks, estuaries, wetlands, marshes, inlets, canals, the Gulf of Mexico inside the territorial limits of the state (from the mean high water mark (MHWM) out 10.36 miles into the Gulf), and all other bodies of surface water, natural or artificial, inland or coastal, fresh or salt, navigable or non-navigable, and including the beds and banks of all water-courses and bodies of surface water, that are wholly or partially inside or bordering the state or subject to the jurisdiction of the state; except that waters in treatment systems which are authorized by state or federal law, regulation, or permit, and which are created for the purpose of waste treatment are not considered to be water in the state. Temporary Stabilization - A condition where exposed soils or disturbed areas are provided a protective cover or other structural control to prevent the migration of pollutants. Temporary stabilization may include temporary seeding, geotextiles, mulches, and other techniques to reduce or eliminate erosion until either permanent stabilization can be achieved or until further construction activities take place. Waters of the United States - (from 40 CFR, Part122, Section 2) Waters of the United States or waters of the U.S. means: (a) All waters which are currently used, were used in the past, or may be susceptible to use in interstate or foreign commerce, including all waters which are subject to the ebb and flow of the tide; (b) All interstate waters, including interstate wetlands; (c) All other waters such as intrastate lakes, rivers, streams (including intermittent streams), mudflats, sand-flats, w .tlands, sloughs, praif e p ttthcies, wet r e,_;.,o,.,,,,s. playa lakes, or natural ponds that the use, degradation, or destruction of which would affect or could affect interstate or foreign commerce including any such waters: (1) Which are or could be used by interstate or foreign travelers for recreational or other purposes; (2) from which fish or shellfish are or could be taken and sold in interstate or foreign commerce; or (3) Which are used or could be used for industrial purposes by industries in interstate commerce; (d) All impoundments of waters otherwise defined as waters of the United States under this definition; (e) Tributaries of waters identified in paragraphs (a)through (d) of this definition; (f) The territorial sea; and (g) Wetlands adjacent to waters (other than waters that are themselves wetlands) identified in paragraphs (a)through (f)of this definition. Waste treatment systems, including treatment ponds or lagoons designed to meet the requirements of CWA (other than cooling ponds as defined in 40 CFR T 423.11(m) which also meet the criteria of this definition) are not waters of the United States. This exclusion applies only to manmade bodies of water which neither were originally created in waters of the United States (such as disposal area in wetlands) nor resulted from the impoundment of waters of the United States. Waters of the United States do not include prior converted cropland. Notwithstanding the determination of an area=s status as prior converted cropland by any other federal agency, for the purposes of the Clean Water Act, the final authority regarding Clean Water Act jurisdiction remains with EPA. Brock Environmental Services, LLC March 2013