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ST0003-CN080612STORM WATER POLLUTION PREVENTION PLAN "SWPPP~ For Construction of: PAVING, UTILITY AND DRAINAGE IMPROVEMENTS TO COPPELL ROAD FROM COOPER LANE TO SANDY LAKE ROAD COPPELL, TEXAS PERMITTEES: CITY OF COPPELL 255 PARKWAY BOULEVARD COPPELL, TEXAS 75019 AND TISEO PAVING COMPANY, INC. 419 E. HWY 80 DALLAS, TEXAS, 75227 City of Coppell -Copy Prepared by: Brock Environmental Services, LLC. 422 East I-30 Suite F Royse City, Texas 75189 972-636-7717 May 2008 Entire Contents copyright ©by Brock Environmental Services, LLC. Al/rights reserved. Reproduction in who% or part without permission is prohibited. Table of Contents 1. INTRODUCTION,----------------------------------------------------------------------------------------- A. Responsibility of Primary and Secondary Operators _____--_- II. PROJECT DESCRIPTION.----------------------------------------------------------------------- A. Nature of Construction Activity__________________________________________________, B. Sequence of Construction Activities________________________________________, C. Discharges Associated with Construction Support Activity, D. Estimate of Total Site Area and Disturbed Area___________________ E. Existing Site Conditions and Soil Data____________________________________ F. Storm Water Management--------------------------------------------------------- G. Receiving Waters ------------------------------------------------------------------------ H. Standard Industrial Classification Codes________________________________ I. Endangered Species Information_____________________________________________ J. Historic Preservation Information______________________________________________ K. Common Plan Development_____________________________________________________ L. Notice of Intent /Notice of Termination___________________________________ III. STORM WATER POLLUTION MEASURES AND CONTROLS_________ A. Erosion and Sediment Controls____________________________________________________ 1. Soil Stabilization.-------------------------------------------------------------- 2. Structural Controls----------------------------------------------------------- 3. Storm Water Management Practices_________________________ 4. Storm Water Management Controls___________________________ B. Other Controls---------------------------------------------------------------------------------- 1. Dust Control / Offsite Vehicle Tracking______________________ 2. Waste Disposal---------------------------------------------------------------- 3. Sanitary/Septic----------------------------------------------------------------- 4. Water Source------------------------------------------------------------------- 5. Construction Phase "Best Management Practices". 6. Hazardous Material Storage---------------------------------------- 7. Spill Prevention and Response___________________________________ 8. Concrete Saw Cutting___________________________________________________ 1 3 4 ------------------ 4 5 6 7 7 7 7 7 7 8 ------------------- 8 8 ------------------8 8 9 10 10 10 10 10 ------------------- 11 11 11 12 12 12 13 Table of Contents Continued... 9. Concrete Truck Washout Requirement__________________________________ _______________ 14 10. Storm Water Runoff from Concrete Batch Plants_________________ ________________14 IV. STATE AND LOCAL PROGRAMS------------------------------------------------------------- ----------------14 V. INSPECTION AND MAINTENANCE----------------------------------------------------------- ----------------15 A. Material Storage lnspections--------------------------------------------------------- ---------------15 B. Soil Stabilization Inspections_________________________________________________________ _______________15 C. Erosion and Sediment Control Inspections________________________________ _______________15 VI. MODIFICATIONS / REVISIONS TO SWPPP________________________________________ ________________16 VII. PROCEDURAL REQUIREMENTS ------------------------------------------------------------- ----------------16 VIII. PREPARER'S CERTIFICATION ----------------------------------------------------------------- ----------------19 /X, 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 E. ENDANGERED SPECIES AND HISTORICAL PLACES CERTIFICATION F. UPDATE FORM/CHANGE IN EXISTING 5/TE CONDITIONS/RECORD OF STABILIZATION MEASURES G. RECORD OF MAJOR GRADING ACT/VITIES /'/. RECORD TEMPORARY OR PERMANENT CEASED CONSTRUCT/ONACT/V/T/ES /. PROJECT DESCRIPTION, l/ICIN/TY MAP, EROSION AND SEDIMENT CONTROL PLANS W/TH DRAINAGE CHARACTERISTICS, DETAILSAND SPECIFICATIONS /. INSPECTOR QUAL/FICATIONSAND INSPECT/ON REPORTS K. NCTCOG BEST MANAGEMENT PRACTICE'S L. TPDES GENERAL PERMIT NUMBER TXR 150000 RELATING TO DISCHARGES FROM CONSTRUCTION ACTT VI TIES M. CONCRETE BATCH PLANTS REQUIREMENTS /DMR REPORT N. SPILL PREVENTION AND RESPONSE PROCEDURES, CONTACT NUMBERS AND SPILL RESPONSE FORMS O. DEFINITIONS Storm Water Pollution Prevention Plan `SWPPP" - I. INTRODUCTION Brock Environmental Services, LLC. This Storm Water Pollution Prevention Plan (SWP3) has been prepared for the proposed construction for; Paving, Utility and Drainage Improvements to Coppell Rd. from Cooper Lane to Sandy Lake Road in the City of Coppell, Dallas County Texas. This plan includes the elements necessary for compliance with the Texas general permit for construction activities (Permit No.TXR 150000) administered by the Texas Commission on Environmental Quality (TCEQ) under the Texas Pollutant Discharge Elimination System (TPDES) Program. 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 70% vegetative coverage. 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. .,. ~..K..... .,._.... ~. _ .. _ , ___. _...__ Entire Contents copyright ©by Brock Environmental Services, LLC Al/ rights reserved. Reproduction in who% or part without permission is prohibited. May, 2008 Page 1 of 18 Storm Water Pollution Prevention Plan SWPPP" Brock Environmental Services, LLC. 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 Certification, Delegation Letter, Notice of Intent (NOI), Construction Site Notices, Project Description, and Inspector Qualifications and Reports. The Primary Operator referred to in this SWPPP is Tiseo Paving Company, Inc. The Secondary Operator is the City of Coppell. The MS4 Operator for this project is: the City of Coppell Address: City of Coppell Attn: Public Works P.O. Box 9478 Coppell, TX 75019 The MS4 Operator (City of Coppell) wil/need to be notified of this project 7 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 wel% All site notices are located in Appendix C. Entire Contents copyright ©by Brock Environmental Services, LLC. Al/ rights reserved. Reproduction in who% or part without permission is prohibited. May, 2008 Page 2 of 18 Storm Water Pollution Prevention Plan `SWPPP" Brock Environmental Services, LLC. A. Responsibility of Secondary and Primary Operators _ The Secondary Operator is the City ofCoppell. The Secondary Operator 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 III 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 best management practices as necessary to remain compliant with the conditions of this 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 Operatoris Tiseo Paving Company, lnc. 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 • To ensure that this project meets the requirements of the TPDES General Permit • Post the signed, dated copy of the Construction Site Notice, 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 Storm Water Pollution Prevention Plan (this SWPPP) must be completed and implemented for the project prior to Construction • A copy of the signed and certified construction site notice must be provided to the operator of any municipal separate storm sewer system - receiving the discharge at least seven days prior to the commencement of construction activities and upon completion of the project submit a signed construction site notice with the date of completion for the project ,.,., ,. _ a,... ,. ti. .. .._ ... .. _,., .. ~. .. ~.. _ . ~ w~..~. Entire Contents copyright ©by Brock Environmenta/Services, LLC. Al/ rights reserved. Reproduction in whole or part without permission is prohibited. May, 2008 Page 3 of 18 Storm Water Pollution Prevention Plan `SWPPP" Brock Environmental Services, LLC. • A signed copy of the SWPPP must be retained at the project site at all times - • The Primary Operator 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 • The Primary Operator 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. Refer to TPDES general permit for specific requirements • 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 II. PROJECT DESCRIPTION A. Nature of Construction Activity This project consists of paving, utility and drainage improvements to Coppell Road. Various water lines will be installed in the roadway. The pavement will be constructed with eight inch thick reinforced concrete pavement, which will sit atop eight inches of lime stabilized subgrade. A 6" integral curb will be installed along the length of the project. Construction activities include: installation of erosion controls, preparation of R.O.W., removal of existing pavement, installation of underground utilities, construction of new roadway, sidewalk and driveways, drainage structures, pavement markings and lastly landscaping and final stabilization. Construction activities include three principal groupings of activities BM P installation, grubbing/clearing, and grading/revegetation. These activities will be overlapping to some degree. Sediment control BMP installation will begin, grading /revegetation activities will follow, excavation for utilities, placement of paving, seeding and sodding for final stabilization. All of the above activities will be consecutive through each phase of the project. For large projects: No onsite dirt work will begin until a minimum of: seven (7) days after the Notice of Intent has been submitted to the Texas Commission OF Environmental Quality (TCEQ) if filing by paper method, if filing electronically you will be issued immediate non-provisional coverage. Once s the NOI has been filed with the TCEQ, a copy of the NOI must be submitted to the City of Garland. Entire Contents copyright ©by Brock Environmental Services, LLC. Al/ rights reserved. Reproduction in whole or part without permission is prohibited. May, 2008 Page 4 of 18 Storm Water Pollution Prevention Plan "SWPPP" Brock Environmental Services, LLC. The second grouping of activities includes the clearing and grading, preparation of right of way, stockpiling and removal, excavation and _ embankment for the roadway and storm sewer/culverts, installation of water lines paving and its infrastructure. The last activities will be placement of topsoil, final grading and landscaping.. 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 MS4 Operator. Refer to Appendix C. B. Sequence of Construction Activities The anticipated sequences of construction activities, which will disturb significant amounts of soil, are provided below. Overall, the project is anticipated to begin 7 days after submitting the Construction Site Notice and after the utility locates are confirmed, and is scheduled to take approximately 14 months to complete. 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. • Removal of existing roadway • Excavation for new drainage structures • Installation of water lines • Paving for roadways, drives and sidewalks • Pavement markings • Final grading, Landscaping and 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 MS4 Operator and a Notice of Termination to the TCEQ. A detailed site description maybe found in Appendix l.~ Project Description Primay Operator 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 Sediment Barriers and Silt Traps (if installed) throughout the duration of the project. Replace if required. Remove silt and mud, if ` required in order to restore sediment containment capacity. 3. Proceed with underground utility construction, subject to the pollutant control requirements of this plan. Entire Contents copyright ©by Brock Environmental.Services, LLC. All rights reserved. Reproduction in who% or part without permission is prohibited. May, 2008 Page 5 of 18 Storm Water Pollution Prevention Plan "SWPPP" Brock Environmental Services, LLC. 4. Upon completion of the grading and utilities, make sure the Construction Entrances, Sediment Barriers and Sediment Traps are clean and functional. 5. Maintain erosion control measures during all phases of site paving and landscaping or temporary vegetation. 6. Remove and dispose of the Construction Entrances, Sediment Barriers and Sediment Traps 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: (a) the activities are located within one (1)-mile from the boundary of the permitted construction site and directly support the construction activity; (b) a storm water pollution prevention plan is developed according to the provisions of this general permit and includes appropriate controls and measures to reduce erosion and discharge of pollutants in storm water 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 are authorized under separate TPDES authorization. Separate TPDES authorization may include the TPDES Multi Sector General Permit, TXR050000 (related to storm water discharges associated with industrial activity), separate authorization under this general permit if applicable, coverage under an alternative general permit if available, or authorization under an individual water quality permit. Batch Plant. 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 all 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. 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. Entire Contents copyright ©by Brock Environmental Services, LLC. All rights reserved. Reproduction in whole or part without permission is prohibited. May, 2008 Page 6 of 18 Storm Water Pollution Prevention Plan `SWPPP" Brock Environmental Services, LLC. 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. Stock Piles Areas where excavated or additional materials (fill) will be stored will be shown on the erosion plan. Locations for structural controls and details for any of the above areas must be show on the Erosion Control P/an. If the locations of these areas arse not known at the time the SWPPP is developed, it is the responsibility of the General Contractor to update the Plans to show the exact location of these areas or contact Brock Environmental Service, LLC. for assistance with these updates D. Estimate of Total Site Area and Disturbed Areas The total area for this project consists of approximately 7.4 acres of which 7.4 acres will be disturbed by this project. E. Soil Data /Quality of Discharge from site. Soils consist of the Wilson-Rader-Axtell loamy type. Refer to the Geotechnical report for additional information regarding soil type. There is no information on the quality of discharge from the site. F. Storm Water Management -- Storm water runoff will be provided by ditches, inlets and storm sewer system which carry drainage within the R.O.W. to the lows within the roadways and project site, which drains to natural facilities maintained by the City of Coppell. G. Surface Waters and Wetlands The potential receiving water body is: Cottonwood Branch to Denton Creek to the Elm Fork Trinity River. 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 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 J J. Historic Preservation Information --- There are no written agreements regarding historic preservation with respect to this project, to the best of our knowledge. See Appendix Entire Contents copyright ©by Brock Environments/Services, LLC. All rights reserved. Reproduction in who% or part without permission is prohibited. May, 2008 Page 7 of 18 Storm Water Pollution Prevention Plan `SWPPP" Brock Environmental Services, LLC. K. Common Plan 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, and the Operator of the project must file an NOI and upon completion of the project an NOT must be filed. L. Notice of Intent /Notice of Termination /Notice of Change Sma// Projects Projects covered by this Permit which have a combined exposed area less than 5 acres are classified as a "Small Construction Activity" per part II of the TPDES General Permit No. TXR150000. Being a "Small Construction Activity" the site is not required to submit an NOI. Large Projects primary operators must submit a Notice of Intent (NOI), using a form provided in Appendix D, at least seven (7) days prior to commencing construction activities, or if utilizing electronic submittal, prior to commencing construction activities. If an additional primary operator is added after the initial NOI is submitted, the new primary operator must submit an NOI at least seven (7) days before assuming operational control, or if utilizing electronic NOI submittal, prior to assuming operational control. If the primary operator changes after the initial NOI is submitted, the new primary operator must submit a paper NOI or an electronic NOI at least ten (10) days before assuming operational control; ~. 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. 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. The Contractor is responsible py y y ices, LLC. All rights reserved. ~~~ ~~~~~ ~ ~ ~ , ~ ~ ~~ ~~~~ ~ ~ ~~~~~ Entire Contents co n ht ©b Brock Environmental Serv ~~ Reproduction in whole or part without permission is prohibited. May, 2008 Page 8 of 18 Storm Water Pollution Prevention Plan `SWPPP" Brock Environmental Services, LLC. for planting vegetation (and establishing at least 70% coverage) on all ground disturbed during construction. The Primary Operator is responsible for watering and maintaining the vegetation until final project is accepted by the Secondary Operator. Erosion control and stabilization measures must be initiated as soon as practicable in portions of the site where construction activities have temporarily ceased. Stabilization measures that provide a protective cover must be initiated as soon as practicable in portions of the site where construction activities have permanently ceased. Except as provided in (A) through (D) below, these measures must be initiated no more than 14 days after the construction activity in that portion of the site has temporarily or permanently ceased: (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) Where construction activity on a portion of the site has temporarily ceased, and earth disturbing activities will be resumed within 21 days, temporary erosion control and stabilization measures are not required on that portion of site. (C) In arid areas, semiarid areas, and areas experiencing droughts where the initiation of stabilization measures by the 14th day after construction activity has temporarily or permanently ceased or is precluded by grid conditions, erosion control and stabilization measures must be initiated as soon as practicable. Where vegetative controls are not feasible due to grid conditions, the operator shall install non-vegetative erosion controls. If non-vegetative controls are not feasible, the operator shall install temporary sediment controls as required in Paragraph (D) below. (D) 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. Final stabilization must be achieved prior to termination of permit coverage. Refer to Appendix K °Best Management Practices° for details on stabilization .__ measures. .. .:. Entire Contents copyright ©by Brock Environmental Services, LLC. Al/rights reserved. Reproduction in whole or part without permission is prohibited. May, 2008 Page 9 of 18 Storm Water Pollution Prevention Plan `SWPPP" Brock Environmental Services, LLC. 2. Structural Controls 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. • Inlet Protection • Rock Filter Dam • Construction Entrance • Seeding and Sodding 3. Storm Water Management Practices The following are some management considerations, which may be employed in conjunction with the erosion and sediment controls described above: 1. Construction will be sequenced so that no area remains exposed for unnecessarily long periods of time. 2. Materials are scheduled to be on-hand to complete the work without delay 3. The time of year is considered, and crews will be prepared for sudden thunderstorms. 4. Erosion and sediment controls will be installed immediately. 5. A regular maintenance schedule for erosion and sediment control practices should be carried out. -- 6. One individual is designated as responsible for implementing the erosion and sediment control plan. 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 the contractor 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 each contractor to reduce dust as needed. After construction, the site will be stabilized as described elsewhere in order to reduce dust. 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 Entire Contents copyright ©by Brock Environmental Services, LLC. AlI rights reserved. Reproduction in who% or part without permission is prohibited. May, 2008 Page 10 of 18 Storm Water Pollution Prevention Plan SWPPP" Brock Environmental Services, LLC. 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, the Operator (s) will also implement the following measures: 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. .. . ~.. __m , ..~ _ _ ,.... ~_ ..,.... ~_, .... ,, ._ _.~ ,.. _ ~.r Entire Contents copyright ©by Brock Environmental Services, LLC AlI rights reserved. Reproduction in whole or part without permission is prohibited. May, 2008 Page 11 of 18 Storm Water Pollution Prevention Plan `SWPPP" Brock Environmental Services, LLC. 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 • Water treatment chemicals (coagulant, acid, sodium bicarbonate) • Concrete • Paints • Fertilizers Entire Contents copyright ©by Brock Environmental Services, LLC. All rights renewed. Reproduction in whole or part without permission is prohibited. May, 2008 Page 12 of 18 Storm Water Pollution Prevention Plan "SWPPP" Brock Environmental Services, LLC. 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. Develop pre-determined, safe slurry disposal areas. 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. 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. ~,_ . , w.., . _.. ~ .,ti.,., _ , ~, ...,.., Entire Contents copyright ©by Brock Environmental Services, LLC. All rights reserved. Reproduction in who% or part without permission is prohibited. May, 2008 Page 13 of 18 Storm Water Pollution Prevention Plan `SWPPP" Brock Environmental Services, LLC. 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. The discharge of wash out water shall not cause or contribute to groundwater contamination. If a SWP3 is required to be implemented, the SWP3 shall include concrete wash out areas on the associated map. 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 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. 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 storm water 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 storm water management site plans or site permits approved by state or local official for which the permittee receives written notice. (c) If the permittee is required to prepare a separate management plan, including but not limited to a Water Pollution Abatement Plan or Contributing Zone Plan in accordance with 30 TAC Chapter 213 (related to the Edwards Aquifer), then a copy of that plan must be either included in the SWP3 or made readily available upon request to authorized personnel of the TCEQ. The permittee shall maintain a copy of the approval letter for the plan in its SWP3. ... ~ e ..... ~... ,.. ,. ~ . Entire Contents copyright ©by Brock Environmental Services, LLC. Al/ rights reserved. Reproduction in whole or part without permission is prohibited. May, 2008 Page 14 of 18 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 (14) calendar days and after a rain event greater than '/z inch or every (7) seven calendar day on a designated day of the week. Inspections shall be conducted, and a written report prepared by a qualified personnel familiar with the TPDES general permit, this SWPPP and the project. The Primary Operator will provide qualified personnel to conduct the mandatory inspections, keep a current copy of the SWPPP on the project site, post the Project Construction Site Notices (Appendix C), and insert inspection report forms (Appendix J) (and all other documents relating to storm water pollution prevention) in the Plan. 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 should be inspected at least once every seven (7) 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: 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. Inlet Protection: Sediment should be removed when it reaches approximately one-half the height of the fence. If a sump is used, Sediment should be removed when the volume of the basin is reduced by 50%. Rock Berms: Additional stone/rock or woven wire should be added as needed to provide storm water velocity reduction and maintain the stability of the rock berm. Entire Contents copyright ©by Brock Environmental Services, LLC. All rights reserved. Reproduction in whole or part without permission is prohibited. May, 2008 Page 15 of 18 Storm Water Pollution Prevention Plan SWPPP" Brock Environmental Services, LLC. Vegetation: Protect newly seeded areas from excessive runoff and traffic until vegetation is established. Establish a watering and fertilizing schedule. 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 hatching. 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. In the event that sediment escapes the construction site, off-site accumulations of sediment must be removed at a frequency sufficient to minimize adverse impacts. An example of this may be the situation where sediment has washed into the street and could be carried into the storm sewers by the next rainfall and/or pose a safety hazard to users of public streets. Inspections 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 the storage area. Inspection reports shall be completed including scope of the inspection, name(s) and qualifications of personnel making the inspection, the date of the inspection, observed major construction activities, and actions taken as a result of the inspection. The inspection report should state whether the site was in compliance or identify any incidents of non compliance. The report shall be signed in accordance with the TPDES general permit and filed in the SWPPP. A sample Inspection report is included in Appendix J. Inspection report shall be kept in the Secondary Operators file, along with the Storm Water Pollution -- Prevention Plan, for at least three years from the date that the site achieves final stabilization. Entire Contents copyright ©by Brock Environmental Services, LLC. All rights reserved. Reproduction in who% or part without permission is prohibited. May, 2008 Page 16 of 18 Storm Water Pollution Prevention Plan "SWPPP" Brock Environmental Services, LLC. VI. MODIFICATIONS / REVISIONS TO SWPPP 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 F) 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 Owner/contractor responsibility until final stabilization is achieved. Owner and contractors implementing this SWPPP must remain alert to the need to periodically refine and update this SWPPP in order to accomplish the intended goals. VII. PROCEDURAL REQUIREMENTS During construction, the Primary and Secondary Operators and subcontractors must comply with the following requirements of the TCEQ TPDES Storm Water -- General Permit: This SWPPP must be certified by the Primary and Secondary Operators for the Project prior to ground disturbance. It is the Responsibility for all Primary Operators of the project to submit an NOI with the TCEQ and a NOT up on completion of the project. The NOI must be completed, signed and postmarked at least 7 days prior to beginning of the Project's on-site work. Each entity meeting the criteria for an operator must submit an NOI to the TCEQ, Storm Water & General Permits Team, MC-228, P. O. Box 13087, Austin, Texas 78711-3087. A copy of the NOI must be provided to the operator of any MS4 receiving the discharge. If the applicant becomes aware that it failed to submit any relevant facts, or submitted incorrect information in an NOI, the correct information must be provided to the executive director using the Notice of Change (NOC) form within 14 days after discovery. If relevant information provided in the NOI changes, a NOC must be submitted within 14 days of the change. A copy of the NOC must be provided to the operator of any MS4 receiving the discharge. For small projects and for Secondary Operators, a copy of the signed TPDES Construction Site Notice must be conspicuously posted near the main entrance of the site prior to commencing construction activities, and the Notices must be maintained in that location until completion of the construction activity. -' Projects requiring only a Construction Site Notices and all Secondary Operators, must submit a copy of the signed TPDES Construction Site Notice to Entire Contents copyright ©by Brock Environmental Services, LLC. All rights reserved. Reproduction in whole or part without permission is prohibited. May, 2008 Page 17 of 18 Storm Water Pollution Prevention Plan `SWPPP" Brock Environmental Services, LLC. the MS4 Operator upon completion of all construction, with the dates of completion filled in on the bottom of the Construction Site Notice. -- The Primary and Secondary Operators are 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 operators/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. The Secondary Operator, its Primary Operator and/or subcontractors 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 the Owner and/or contractor 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. The Secondary Operator must approve modifications specific to construction projects prior to implementation by the Primary Operator and/or subcontractor 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 must be updated within seven calendar days from the date of inspection each time there is significant modifications to construction activities, Primary Operator/subcontractors, or pollutant control practices. The Record of SWPPP Revision is located in Appendix F. 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. ~.~..... ~ .... _~_._a... ... ., ed.,_ ~ ...~~, _. ,.~.....,. Entire Contents copyright ©by Brock Environmental Services, LLC. AlI rights reserved. Reproduction in whole or part without permission is prohibited. May, 2008 Page 18 of 18 VIII. Preparers Certification Name of Preparer.• BROCK ENVIRONMENTAL SERVICES, LLC. 422 East Interstate 30, Suite F Royse City, Texas 75189 972-636-7717 office 972-636-7719 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. "l certify under penalty of law that this document and al/attachments were prepared under my direction or supervision in accordance with a system designated to assure that qualified personnel 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. " Signature: Printed Name: Je~Snie D. Brock, President Company Name: B/r3ock Evnvironmental Services, LLC. Date: ~-~~~ `~ ' ~ 0 APPENDIX A CERTIFICATIONS -. AppendixA Contractor Certification Sub Contractor Certifications SWPPP Certification: The Owner (Secondary Operator) and the General Contractor(s) (Primary Operator) 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, a%ctrical, landscaping etc. .-._ It is the Responsibility of the General Contractor to ensure that the Sub Contractors complete and sign the Subcontractors certifications. All signed certifications are to remain in the SWPPP throughout the duration of the project. Storm Water Pollution Prevention Plan Secondary /Primary Operator Certification Form Site Description: As identified on the Storm Water Pollution Prevention Plan (SWPPP) Project Name• Paving Utility and Drainage Improvements to Coppell Road Project Location• From Cooper Lane to Sandy Lake Road Coppell, Texas A duly authorized representative of the Owner and a duly authorized representative of the Contractor must be identified and sign the following certification statement. (Separate documents maybe signed ifdesired). Persons signing this certification must do so in compliance with the signatory requirements of the permit as found at CFR 122.22 as follows: For a corporation: by a responsible corporate office. For the purpose of this section, a responsible corporate officer means: a president, secretary, treasurer, orvice-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 manger of one or more manufacturing, production or operating facilities employing more than 250 persons or having gross annual sales or expenditures exceeding $25,000,000 (in second quarter 1980 dollars) if authority to sign documents has been assigned or delegated to the manager in accordance with corporate procedures. For a partnership or sole proprietorship: by a general partner or the proprietor, respectively. For the municipality, State, Federal or other public agency: by either a principal executive officer or ranking elected official. For purposes of this section, a principal executive officer of a federal agency includes (1) the chief executive officer of the agency, or (2) a senior executive officer having responsibility for the overall operations of a principal geographic unit of the agency (e.g. Regional Administrators of EPA). "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 myknow/edge 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. " SECOND ERATOR: CITY OF COPPELL gy: Title: ~~ ~~~_ Date: i Print Name: / /h~ Lti'~ PRIMARY OPERATOR' TISEO PAVING COMPANY. INC. Title: y ~ Date: By: Printed Name:~~e.~~" ~'~Y.l~i,( This certification is to be kept on fi/e with the SWPPP for this project. Do not send to the TCEQ. SUBCONTRACTOR CERTIFICATION STORM WATER POLLUTION PREVENTION PLAN Subcontractor Certification for: Project Name• Paving Utility and Drainage Improvements to Coppell Road Project Location• From Cooper Lane to Sandy Lake Road Coppell Texas Each contractor and subcontractor engaged in activities that disturb surface soils must be identified and must sign the following certification statement. Name of Subcontractor: Address: Telephone No: Type of Construction Services to be Provided: Certification Statement: "I certify under penalty of/aw that l understand the terms and conditions of the general National Pollutant Discharge E/imination System (NPDES) permit that authorizes the storm water discharges associated with industrial activity from the construction site identified as part of this certification': This certification is hereby signed in reference to the above named construction: Name: Title. Signature: Date: ,~- APPENDIX B DELEGATION LETTER Appendix B Delegation Letter Owner's (Secondary Operator) 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 (Primary Operator) 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. May 19, 2008 "Executive Director" TCEQ Storm Water and General Permits Team: MC-148 P.O. Box 13087 Austin, TX 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. Name: Tiseo Paving Company, Inc Title: Primary Operator /Daily Operational Controls °" Project Name• Pavir~ Utility and Drainaae Improvements to Coppell Road Project Location• From Coffer Lane to Sandy Lake Road Coppell Texas 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. "l 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 qua/ified personne/properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsib/e for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and com te. m aware there are specific penalties for submitting false information, including fhe abilities. of fine and imprisonment for knowing violations. " Si nature: Date: 6l'='-/ g ~ ~ / Printed Name: ,~~~ ~" ~~'%~~ Title:T~/ Secondary Operator: City of Coppell C ~~ ~Du ~ ~~ ~QW~ o ~ M ~ w w ~' V r~ ~ >, 0 ~ v .~ C~ cv +r c ~ a~ E ~° c ~ o }, ~~ a~i ~ w~ o ~ (0 M O ~ L T ~ T •~°-~ a ~ o ~~ ~ ~E ~ M o E ~ T ~ U~~mc ~ T oV0 ~ E-cn~aa ~I PAVING COMPANY -_ 419 East Highway 80 P.O. Box 270040 Dallas, Texas 75227-0040 May 19, 2008 "Executive Director" TCEQ Storm Water and General Permits Team: MC-148 P.O. Box 13087 Austin, TX 78711-3087 Dear Executive Director, Tel (972) 289-0723 Fax (972) 216-5637 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: Brock Environmental Services, LLC. Project Name• Paving Utility and Drainage Improvements to Coppell Road Project Location• From Cooper Lane to Sandy Lake Road Coppell, Texas 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. "l 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 properlygathered 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. l am aware there are specific penalties for submitting false information, including the possibi ' " s of fine and imprisonment for knowing violations" Signature: Date:~~Z~O$ Printed Name:~~~2r' ~~1~ Title: Y. Company Name: TISEO PAVING COMPANY. INC. ~ata~Qcaled 1974 APPENDIX C CONSTRUCTION SITE NOTICES Appendix C TPDES Construction Site Notices Large Site Notice (Primary Operator) /Secondary Operator Site Notice Small Construction Site Notice /Small Construction Site for Low Erosion Potential Contractor's (Primary Operator) 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. Owner's responsibility (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; Sma// 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 ,_. MS40perator as well. -,~ ~, ~~~ ~~ ,~ ~ ~ ® ~ rrw LARGE CONSTRUCTION SITE NOTICE FOR THE Texas Commission on Environmental Quality (TCEQ) Storm Water Program TPDES GENERAL PERMIT TXR150000 "SECONDAR Y OPERA TOR "NOTICE This notice applies to secondary operators of construction sites operating under Part II.E.3. of the TPDES General Permit Number TXR150000 for discharges of storm water runoff from construction sites equal to or greater than five acres, including the larger common plan of development. The information on this notice is required in Part III.E.2. of the general permit. Additional information regarding the TCEQ storm water permit program may be found on the Internet at: http•//www tceq_state.tx.us/nav/permits/sw~ermits.html Site-Specific TPDES Authorization Number: )perator Name: CITY OF COPPELL Contact Name and Phone Number: KEN GRIFFEN #972-304-3686 CONSTRUCTION FOR: PAVING, UTILITY AND DRAINAGE IMPROVEMENTS TO COPPELL ROAD Project Description: Physical address or description of the FROM COOPER LANE TO SANDY LAKE ROAD sites location, and estimated start date and projected end COPPELL, TEXAS or date that disturbed soils will be stabilized. date , CONSTRUCTION PERIOD: START DATE: JUNE 9, 2008 END DATE: AUGUST 9, 2009 ON SITE IN TISEO PROJECT TRAILER AND Location of Storm Water Pollution Prevention Plan (SWP3 ; ) TISEO PAVING MAIN OFFICE For Large Construction Activities Authorized Under Part II.E.3. (Obtaining Authorization to Discharge) the following certification must be completed: 1 (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 ILE.2. of TPDES General Permit TXRI 50000 and agree to comply with the terms of this permit. A storm water 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 if discharges enter an MS4. I am aware there are significant penalties for providing false information or for conducti ed d_ischarges, including the possibility of fine and imprisonment for knowing violations. y Signature and Title ~ ~~ ~ ~ Date %~ C-~ ~ Date Notice Removed MS4 operator notified per Part II.F.3. ~ ~ ~[ r ~ O N ~ ~ n d_U~X U~o= o ~- °~ a UQaU .. C v E c~ Du ~ 0 ~ ~ ~ o0w~ ~ F ~ w v w ~ ~, ~ Upon completion of project mail a signed and dated copy of this Construction Site Notice to the MS4 Operator in the envelope provided with the date notice was removed and MS4 Operator notified. ~ - ~^~ ~~ ~ ,~~^ -wm~ ~ nr LARGE CONSTRUCTION SITE NOTICE FOR THE Texas Commission on Environmental Quality (TCEQ) Storm Water Program TPDES GENERAL PERMIT TXR150000 "SECONDAR Y OPERA TOR "NOTICE This notice applies to secondary operators of construction sites operating under Part II.E.3. of the TPDES General Permit Number TXR150000 for discharges of storm water runoff from construction sites equal to or greater than five acres, including the larger common plan of development. The information on this notice is required in Part IILE.2. of the general permit. Additional information regarding the TCEQ storm water permit program may be found on the Internet at: http•//www tceq state.tx.us/nav/permits/sw~ermits.html Site-Specific TPDES Authorization Number: Operator Name: CITY OF COPPELL Contact Name and Phone Number: KEN GRIFFEN #972-304-3686 CONSTRUCTION FOR: PAVING, UTILITY AND DRAINAGE IMPROVEMENTS TO COPPELL ROAD Project Description: Physical address or description of the FROM COOPER LANE TO SANDY LAKE ROAD sites location, and estimated start date and projected end COPPELL, TEXAS date, or date that disturbed soils will be stabilized. CONSTRUCTION PERIOD: START DATE: JUNE 9, 2008 END DATE: AUGUST 9, 2009 ON SITE IN TISEO PROJECT TRAILER AND Location of Storm Water Pollution Prevention Plan SWP3 : ( ) TISEO PAVING MAIN OFFICE For Large Construction Activities Authorized Under Part II.E.3. (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 ILE.2. of TPDES General Permit TXR150000 and agree to comply with the terms of this permit. A storm water 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 Date Date Notice Removed MS4 operator notified per Part IL F.3. ~ ~ N ti ~• N (D ~ ~ n ~G ~ ~ o ~ ~ ~0 ~~;' ~ `° ~ G ~ ~_ .. c~ -v D c7 -~° O~~ ~ ~~o - X ~ 0 X ~ n ~ J ~ ~ ~ ~ p - ~ ~ ~ ~ ~ -~~ ~~ ~~~ ~~ ~ ~ a LARGE CONSTRUCTION SITE NOTICE FOR THE Texas Commission on Environmental Quality (TCEQ) Storm Water Program TPDES GENERAL PERMIT TXR150000 "PRIMARY OPERATOR" NOTICE This notice applies to construction sites operating under Part II.E.3. of the TPDES General Permit Number TXR150000 for discharges of storm water runoff from construction sites equal to or greater than five acres, including the larger common plan of development. The information on this notice is required in Part III.E.2. of the general permit. This notice shall be posted along with a copy of the signed Notice of Intent (NOI), as applicable. Additional information regarding the TCEQ storm water ,._. permit program may be found on the Internet at: http•//www tceq_state tx.us/nav/Qermits/sw~ermits.html Site-Specific TPDES Authorization Number: Operator Name: TISEO PAVING CO. ROBERT CAUDILL -VICE PRESIDENT Contact Name and Phone Number: cell# 214-957-7933 off# 972-289-0723 CONSTRUCTION FOR: PAVING, UTILITY AND DRAINAGE IMPROVEMENTS TO COPPELL ROAD Project Description: Physical address or description of the FROM COOPER LANE TO SANDY LAKE ROAD sites location, and estimated start date and projected end COPPELL, TEXAS date, or date that disturbed soils will be stabilized. CONSTRUCTION PERIOD: START DATE: JUNE 9, 2008 END DATE: AUGUST 9, 2009 ON SITE IN TISEO PROJECT TRAILER AND Location of Storm Water Pollution Prevention Plan: TISEO PAVING MAIN OFFICE APPENDIX D NOI /NOT / NOC FORM a N N 0 0 ~y /`~ ^~ 1 70 F~ M~1 ~ ,~ DOOOz~ O CC/] ~ ~ ~' ~ ~ ~ m o z ~ c~u ~~~~c i ~ =. w a.,O O .,.~ l~ vi ~3.0 nrrr -1 ~ ~ ~ X `O ~ ,~ rn ~ ~ ~ (D A A• ~ p cu :-: O O c ~ i~ _~ O _ ~ ~ ~ '~ c~i, v v •"•' u ~ • c C ~ ~ o ~, ~ ~ . ~ ~ ~' ~ ~~ ~ c?' o•~ o ~ . ~•' o ~~ao ^s ~ z w ~ o ~ g ~ ~ ~ =.aO ~ ~ ~ ~ a ~ `~ ~•o , .. c v z ~. ~ •~ a- N ~ ~ ~ o va C1-cs CD ~ o O 0 ,.. ~ co ,~ ~ „ „y ~ o ~, w O ~ z ~ o :r o a'~ A A ~ A ~ ~ ~ ' ~• ~ ~ ,~ o ~ ~ o cu a r: ~ ~ • ,~ a N ~ ,n N (9 -~ ~ k ~_ _ ~ N W~. ~ v W w ^s•"~ ~owc~~' ~~ O ~c ~ w ~ ~ ~o~ ~ ~ ~~.~ ~ ~ ~*~ O ~ < w O ~ ~ ,~.. A 0 ~ O ~ ~ ~ ~• O y N ~ ~ • i O ~ ~ i < A O _ ~ r~ w ~ n N N•< D ~ U . ~ O ~•t y ~ ~ ~ • .-. w y Q' R- ~ w G ~ 1 dQ ~ o CD cu C'i7 ~] c o • ~ co ~ ~~oo ~ ~C ~~ <'U ~~:~ O ~ • A C ~ ~ p ~ w C `'~ ~ _ .•r "*~ i U "'~. v Q ~ . , 00 C ~ ~ ~ N O •0 ~° ~ D~cnZ~ cAc ~ C N ~ coo r rn rn m ~ ~ o ~ 'ts ~ V N A ~ w ~ ~ ~ N-ai -~ ' x Na~,o ~ iu . ~ w o o ~ ~. ~ ~~ ~ z ,.-. ~ "s' ~~ cn N O ~ ~ ~, w ~ d 0 ~ y...3 v O o w o A. .~~ T . rY ~ A K O ] O l .~ ~ ~ ~ ~ A ~ O ~ ~ . -. O ~ c9 ~ lD N ~ ~ ~ '-. ~ K ~ ~ w ~ ~ .=r ~ ~ ~ aQ ~••r b r'"ty y ~ 0 Q ` ~ d < ~ K ~ "~' rN+ "'! Q. r 'A•F V1 0 O A r"'r CD O ~ 'Cy ~ ~ ~ r + ~ ~• N .. ti ~ ~ `,~ R. ~~ ° ~ -o w N~ 'O Vn S O W ~ ~ ~ A O ~ vOi ~ ~ a w '' r: " `-~~ < ~ ,~ o ~ o , o w • ~ ~~ A ~ ~ ~ O C ~ O ... W . ~' CrJ ~O o ~' o ~ e-r O e~-1~ 1-7I Q ~ O ~~z ~~~ ~~z "r• ~ C ~ ~ ICI ~~'~ ~_• ~°zy w O• ~' ~ ~ ~~ H ,"-F c~ ~ 'fHE_S~ ~O syx~y Copy of Record -Texas Commission on Environmental Quality - www.tceq.state.tx.us ._. Texas Commission on Environmental Quality Construction Notice of Intent Today's date is: 2008-05-21 Customer (Applicant) Identification What is the applicant's Customer CN600426225 Number (CN)? Type of Customer Organization Prefix Legal Name TISEO PAVING CO Suffix Federal Tax ID 382209998 State Franchise Tax ID 13822099985 DUNS Number Number of Employees 21-100 Independently Owned and Operated? Yes Regulated Entity Identification What is the Regulated Entity's Number -~ (RN)? What is the name of the Regulated COPPELL ROAD Entity {RE)? Does the RE site have a physical No address? Because there is no physical address, COPPELL ROAD- FROM COOPER describe how to locate this site: LANE TO SANDY LAKE ROAD City COPPELL State TX ZIP 75019 County DALLAS Latitude (N} (##.~) 32.5734 Longitude (V11) (-###.#~t####) -97.024 What is the primary business of this PAVING AND DRAINAGE entity? IMPROVEMENTS Primary SIC Code 1611 Secondary SIC Code 1623 Primary NAICS Code Secondary NAICS Code Customer (Applicant) Address & Phone .- What is the applicant's role with the Operator RE? What date did this applicant begin any 05121!2008 regulated activity at this site? If in the Page 1 of 5 https://www6.tceq.state.tx.us/steers/index.cfin?fuseaction=epr.viewcor&log=94693&subm... 5/21 /2008 Copy of Record -Texas Commission on Environmental Quality - www.tceq.state.tx.us future, enter today's date. (mm/dd/yyyy) _ Mailing Address (include Suite or Bldg. PO BOX 270040 here, if applicable) Routing (such as Mail Code, Dept., or Attn:) City DALLAS State TX ZIP 75227 If Outside U.S.: Foreign Postal Code and Country Phone (##f#-#~i#-####) 9722890723 Extension Fax (###-##~####) 9722165637 E-mail SPATE@TISEOPAVING.COM Mailing Address (include Suite or Bldg. here, if applicable): Routing (such as Mail Code, Dept., or Attn:): City: State: ZIP: If Outside U.S.: Foreign Postal Code: and Country: Phone: (###-###-#~il##) Extension: Fax: (###-###~###t#) E-mail: Operator Contact Organization Name TISEO PAVING CO Prefix First ROBERT Middle Last CAUDILL Suffix Title VICE PRESIDENT Mailing Address (include Suite or Bldg. PO BOX 270040 here, if applicable) Routing (such as Mail Code, Dept., or Attn:) City DALLAS State TX ZIP 75227 If Outside U.S.: Foreign Postal Code and Country: Phone (###-#fl#-#!k##) 9722890723 Page 2 of 5 https://www6.tceq. state.tx.us/steers/index.cfin?fuseaction=epr.viewcor&log=94693&subm... 5/21 /2008 Copy of Record -Texas Commission on Environmental Quality - www.tceq.state.tx.us Extension Fax (~-####) E-mail Page 3 of 5 9722165637 RCAUDILL@TISEOPAVING.COM Application Contact Same as another contact? Organization Name Prefix First Middle Last Suffix Title Mailing Address (include Suite or Bldg. here, if applicable) Routing (such as Mail Code, Dept., or Attn:) City State ZIP If Outside U.S.: Foreign Postal Code and Country: Phone (~-~-####) Extension Fax (#N#-###-#k) E-mail Operator Contact TISEO PAVING CO SHANE PATE ESTIMATOR PO BOX 270040 DALLAS TX 75227 9722890723 9722165637 SPATE@TISEOPAVING.COM CNOI General Characteristics Is the project located on Indian Country Lands? What is the Primary Standard Industrial Classification (SIC) Code? If applicable, what is the Secondary SIC Code? Is the project site part of a larger common plan of development or sale? What is the total number of acres disturbed? What is the name of the water body to receive the storm water runoff or potential runoff from the site? What is the segment number of the classified water body receiving the discharges from the construction site? Does the discharge from the construction site reach additional classified water bodies? No 1611 1623 No 7.4 ELM FORK TRINITY RIVER 822 No https://www6.tceq.state.tx.us/steers/index.cfin?fuseaction=epr.viewcor&log=94693&subm... 5/21 /2008 Copy of Record -Texas Commission on Environmental Quality - www.tceq.state.tx.us Is the discharge into an MS4? Yes What is the name of the MS4 CITY OF COPPELL Operator? Are any of the surface water bodies No receiving discharges from the construction site on the latest EPA- approved CWA 303(d) list of impaired waters? is the discharge or potential discharge No within the Recharge Zone, Contributing zone, or Contributing zone within the Transition zone of the Edwards Aquifer? I certify that a storm water pollution Yes prevention plan has been developed, will be implemented prior to construction, and is compliant with any applicable local sediment and erosion control plans prepared. I certify that I have obtained a copy and Yes understand the terms and conditions of the Construction General Permit (rXR150000). I understand that a Notice of Yes Termination must be submitted when this authorization is no longer needed. I certify that the full legal name of the Yes entity applying for this permit has been provided and is legally authorized to do business in Texas. Certification I certify that I am authorized under 30 Texas Administrative Code Subchapter 305.44 to sign this document and can provide documentation in proof of such authorization upon request. 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. 1. I am Louie Tiseo OPERATOR 2. I have protected my account/password and am in full complaince with the electronic signature submitted to receive account ER012996. 3. I have the authority to submit this data on behalf of the operator of the storm water discharge site named above. 4. This action constitutes an electronic signature equivalent to my written signature. 5. I am knowingly and intentionally signing Construction Notice of Intent . 6. My signature indicates that I am in agreement with the information on this form, and authorize its submittal to the TCEQ. Page 4 of 5 https://www6.tceq.state.tx.us/steers/index.cfm?fuseaction=epr.viewcor&log=94693 &subm... 5/21 /2008 Copy of Record -Texas Commission on Environmental Quality - www.tceq.state.tx.us Page 5 of 5 _ OPERATOR Signature: Louie Tiseo OPERATOR Account Number: Signature IP Address: Signature Date: Form Hash Code at time of Signature: Fee Payment Transaction by: Paid by: Fee Amount: Paid Date: TransactionNoucher number: Submission Reference Number: Submitted by: Submitted Timestamp: Submitted From: Confirmation Number: Steers Version: ER012996 216.201.216.170 2008-05-21 563CCA04BE64F9231D8B062AEF6A7804 The application fee payment transaction was made by ER012996/Louie Tiseo The application fee was paid by ARTHUR TISEO 225 The application fee was paid on 2008- 05-21 The transaction number is 582EA000036960 and the voucher number is 49493 The application reference number is 5168 The application was submitted by ER012996/Louie Tiseo The application was submitted on 2008-05-21 at 13:25:27 CDT The application was submitted from IP address 216.201.216.170 The confirmation number is 23461 The STEERS version is 5.37 Additional Information Application Creator: This account was created by Louie Tiseo https://www6.tceq. state.tx.us/steers/index.cfin?fuseaction=epr.viewcor&log=94693&subm... 5/21 /2008 --- Appendix D NOI /NOT / NOC Form This Form is for Primary Operator only if it is a large job; Notice oflntentForm-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 ComQany O~c+erand 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 SPECIE HISTORICAL PLACE: -- Appendix E Endangered Species and Historical Places This Appendix contains information on any Endangered Species or Historical Places that may be adversely impacted by the construction project. Both the Owner (Secondary Operator) and Contractor (Primary Operator) must sign the certification statement prepared for this project. Endangered Species and Historical Places Certification Impact on The list of possible threatened and endangered species is attached. A review Endangered Species of the site found no evidence that this project will have an adverse impact on any listed threatened or endangered plant or animal species. Impact on The list of sites registered with the National Register of Historic Places is Historical Places attached. A review of the site found no evidence that this project will have an adverse impact on any historic site listed on the National Register of Historic Sites. Signature: ~~C~c.~~..- ~~''''~'~ Certifying SWPPP for: Printed Name: Ronnie D. Brock, Vice President Paving, Utility and Drainage Company Name: Brock Environmental Services Improvements to Coppell Road Date: ~'l ~ -~~ Coppell, Texas "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 a valuated 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. " Secondary Operator/ Owner Certification Second ator: CITY OF COPPELL gy: Title: ~ ~~~~ ~ Date: /~~~~ Print ame:( ~~ ~~~/~~ _ Primary Operator/Contractor Certification Primary Operator: TISEO PAVING COMPANY INC. ~ g ~~~~ Title: Y, /` ; Date: 22 l7~ Y~ Printed Name:~G~~,~-~'~ I~GC~iI~ Southwest Region Ecological Services f ~~~~ ~~~~~ _ n `-h ' ~' Endan ered S ecies List -~~, ;~.~x., g p ..,~ Back to Start List of species by county for Texas: Counties Selected: Dallas Select one or more counties from the following list to view a county list: Anderson ,~ Andrews Angelina Aransas _ ~ Archer _„J ViewCounty!iist Dallas County Common Name Scientific Name bald eagle Haliaeetus leucocephalus black-capped Vireo Vireo atricapilla golden-cheeked Dendroica warbler (=wood) chrysoparia least tern Sterna antillarum piping Plover Charadrius melodus whooping crane Grus americana Species Listing Species Species Critical. Group Status Image Distribution Map Habtat Birds r DM ~ .f Birds f ~?~~~ E , ~- Birds ~~ ?- E ® ' _'•r Birds ~'°' ~' ~~ _r-~ E ~ ~ _ ~l' Birds E, T Birds f ~ _~__. E, EXPN ~ _., ~~ Page 1 of 1 More Info httpa/www.fws.gov/southwest/es/EndangeredSpecies/lists/ListSpecies.cfin 5/16/2008 National Register of Historical Places -TEXAS (TX), Dallas County Page 1 of 16 1 N ~ ,~ w 1 y ~- t8 ~' ~~ 1- fA ~ Z ~ f IR jH ~nw~} ~ r..t~a nK.:. .j f ~ ~ ~ t~fi}~.' _~!,yf ~f~,r T't.-uC f i~- ~•K ~yg~hY ~»__ ~~` ~ t ~~ ,r.. f. ~ ~ TEXAS -Dallas County Alcalde Street--Crockett School Historic District (added 1995 - District - #95000330) 200--500 Alcalde, 421--421A N. Carroll and 4315 Victor, Dallas Historic Significance: Architecture/Engineering Architect, builder, or engineer: Bulger, C.W. Architectural Style: Bungalow/Craftsman, Queen Anne, Colonial Revival Area of Significance: Architecture Period of Significance: 1900-1924, 1925-1949 Owner: Private ,Local Gov't Historic Function: Domestic, Education Historic Sub-function: School, Single Dwelling Current Function: Domestic, Education Current Sub-function: School, Single Dwelling Angle, D. M., House (added 1985 -Building - #85000710) 800 Beltline, Cedar Hill Historic Significance: Architecture/Engineering Architect, builder, or engineer: Unknown Architectural Style: Late Victorian Area of Significance: Architecture Period of Significance: 1875-1899 Owner: Private Historic Function: Domestic Historic Sub-function: Single Dwelling Current Function: Domestic Current Sub-function: Single Dwelling Belo, Alfred Horatio, House (added 1975 -Building - #75001965) 2115 Ross Ave., Dallas Historic Significance: Event, Architecture/Engineering _,.. Architect, builder, or engineer: Unknown Architectural Style: Other, Classical Revival Area of Significance: Architecture, Communications http://www.nationalregisterofhistoricplaces.com/tx/Dallas/state.html 5/16/2008 National Register of Historical Places -TEXAS (TX), Dallas County Page 2 of 16 Period of Significance: 1875-1899 Owner: Private Historic Function: Domestic Historic Sub-function: Single Dwelling Current Function: Vacant/Not In Use Bianchi, Didaco and Ida, House (added 1995 -Building - #95000311) Also known as Phase IV--East Dallas DAL/DA 599 4503 Reiger Ave., Dallas Historic Significance: Architectwe/Engineering Architect, builder, or engineer: Lang & Witchell Architectwal Style: Mission/Spanish Revival Area of Significance: Architectwe Period of Significance: 1900-1924 Owner: Private Historic Function: Domestic Historic Sub-function: Single Dwelling Current Function: Domestic Current Sub-function: Single Dwelling Bryan--Peak Commercial Historic District (added 1995 - District - #95000327) 4214--4311 Bryan Ave. and 1325--1408 N. Peak, Dallas ~' Historic Significance: Architectwe/Engineering, Event Area of Significance: Architectwe, Commerce Period of Significance: 1900-1924, 1925-1949 Owner: Private Historic Function: Commerce/Trade, Government, Recreation And Culture Historic Sub-function: Business, Department Store, Post Office, Specialty Store, Theater Current Function: Commerce/Trade, Government, Vacant/Not In Use Current Sub-function: Business, Correctional Facility, Specialty Store Bryant, William, Jr., House (added 1985 -Building - #85000711) S. Broad and Cooper, Cedar PIill Historic Significance: Person, Architecture/Engineering Architect, builder, or engineer: Unknown Architectwal Style: Late Victorian Historic Person: Bryant,William,Jr. Significant Year: 1889 Area of Significance: Architecture, Commerce Period of Significance: 1875-1899 Owner: Private Historic Function: Domestic Historic Sub-function: Single Dwelling http://www.nationalregisterofl~istoricplaces.com/tx/Dallas/state.html 5/16/2008 National Register of Historical Places -TEXAS (TX), Dallas County Page 3 of 16 Current Function: Domestic Current Sub-function: Single Dwelling Busch Building (added 1980 -Building - #80004489) Also known as Kirby Building 1501--1509 Main St., Dallas Historic Significance: Event, Architecture/Engineering Architect, builder, or engineer: Lang &Witchell, Barnett,Hayes & Barnett Architectural Style: Skyscraper, Late Gothic Revival Area of Significance: Architecture, Commerce Period of Significance: 1900-1924 Owner: Private Historic Function: Commerce/Trade Historic Sub-function: Department Store Current Function: Commerce/Trade Busch--Kirby Building (Boundary Increase) (added 1996 - Building - #96001015) Also known as Kirby Building;A. Harris and Co.;See Also:Busch Building 1501--1509 Main St., Dallas Historic Significance: Event, Architecture/Engineering Architect, builder, or engineer: Lang &Witchell "' Architectural Style: Late Gothic Revival, Art Deco Area of Significance: Commerce, Architecture Period of Significance: 1900-1924, 1925-1949 Owner: Private Historic Function: Commerce/Trade Historic Sub-function: Business, Department Store Current Function: Vacant/Not In Use Cedar Springs Place * * * (added 1991 -District - #91001901) 2531 Lucas Dr., Dallas Historic Significance: ArchitectureBngineering, Event Architect, builder, or engineer: Centennial Architects, Sharp,Walter Architectural Style; International Style Area of Significance: Architecture, Social History, Community Planning And Development Period of Significance: 1925-1949 Owner: Local Gov't Historic Function: Domestic Historic Sub-function: Institutional Housing Current Function: Domestic Current Sub-function: Institutional Housing ~. Central Congregational Church (added 1995 -Building - #95000307) Also known as Phase IV--East Dallas DAL/DA 96 http://www.nationalregisterofhistoricplaces.com/tx/Dallas/state.html 5/16/2008 National Register of Historical Places -TEXAS (TX), Dallas County Page 4 of 16 1530 N. Carroll, Dallas Historic Significance: Architecture/Engineering Architectural Style: Late Gothic Revival Area of Significance: Architecture Period of Significance: 1900-1924 Owner: Private Historic Function: Religion Historic Sub-function: Religious Structure Current Function: Religion Current Sub-function: Religious Structure ~,. Chevrolet Motor Company Building (added 2003 -Building - #03000277) 3221 Commerce, Dallas Historic Significance: Event, Architecture/Engineering Architect, builder, or engineer: Lang and Witchell, Hughes-O'Rourke Construction Co. Architectural Style: Early Commercial Area of Significance: Architecture, Industry Period of Significance: 1900-1924, 1925-1949, 1950-1974 Owner: Private Historic Function: Government, Industry/Proces singBxtraction Historic Sub-function: Government Office, Manufacturing Facility ^~ Current Function: Domestic Current Sub-function: Multiple Dwelling Claremont Apartments (added 1995 -Building - #95000313) Also known as Phase IV--East Dallas DAL/DA 186 4636 Ross Ave., Dallas Historic Significance: Architecture/Engineering Architectural Style: Mission/Spanish Revival Area of Significance: Architecture Period of Significance: 1900-1924 Owner: Private Historic Function: Domestic Historic Sub-function: Multiple Dwelling Current Function: Domestic Current Sub-function: Multiple Dwelling Clements Hall * * (added 1980 -Building - #80004087) 3200 Dyer St., Dallas Historic Significance: Event, Architecture/Engineering Architect, builder, or engineer: Shepley,Rutan & Coolidge Architectural Style: Other, Colonial Revival Area of Significance: Architecture, Education, Community Planning And Development Period of Significance: ] 900-1924 Owner: Private http://www.nationalregisterofliistoricplaces.com/tx/Dallas/state.html 5/16/2008 National Register of Historical Places -TEXAS (TX), Dallas County Page 5 of 16 Historic Function: Education Historic Sub-function: College Current Function: Education Current Sub-function: College Colonial Hill Historic District (added 1995 -District - #95000334) Bounded by Pennsylvania Ave., I-45, US 75 and Hatcher, Dallas Historic Significance: Event, ArchitectureBngineering Architectural Style: Classical Revival, Bungalow/Craftsman Area of Significance: Community Planning And Development, Architecture Period of Significance: 1900-1924, 1925-1949 Owner: Private Historic Function: Commerce/Trade, Domestic Historic Sub-function: Business, Single Dwelling Current Function: Commerce/Trade, Domestic Current Sub-function: Business, Single Dwelling Continental Gin Company (added 1983 -Building - #83003134) 3301-3333 Elm St., 212 and 232 Trunk Ave., Dallas Historic Significance: Architecture/Engineering Architect, builder, or engineer: Buchannon and Guessler, Stevenson,D.L. Architectural Style: Early Commercial Area of Significance: Invention, Architecture, Industry, Commerce Period of Significance: 1875-1899, 1900-1924 Owner: Private Historic Function: Commerce/Trade, Industry/Proces sing/Extraction Historic Sub-function: Manufacturing Facility, Warehouse Current Function: Commerce/Trade, Industry/Processing/Extraction Current Sub-function: Manufacturing Facility, Warehouse ,. Dallas County Courthouse ** (added 1976 -Building - #76002019) Houston and Commerce Sts., Dallas Historic Significance: Architecture/Engineering Architect, builder, or engineer. Orlopp & Kusener Architectural Style: Romanesque Area of Significance: Architecture Period of Significance: 1875-1899 Owner: Local Gov't Historic Function: Government Historic Sub-function: Courthouse .... Current Function: Government Dallas Downtown Historic District (added 2004 -District - http://www.nationalregisterofhistoricplaces.com/tx/Dallas/state.html 5/16/2008 National Register of Historical Places -TEXAS (TX), Dallas County Page 6 of 16 #04000894) Roughly bounded by Federal, N. St. Paul, Pacific, Harwood, S. Pearl, Commerce, S Ervay, Akard, Commerce and Field, Dallas Historic Significance: Event, Architecture/Engineering Architect, builder, or engineer: et.al., Ahlschlager, Walter Architectural Style: Late Victorian, Late 19th And 20th Century Revivals Area of Significance: Community Planning And Development, Architecture, Commerce Period of Significance: 1875-1899, 1900-1924, 1925-1949, 1950-1974 Owner: Private ,Local Gov't Historic Function: Commerce/Trade, Government, Landscape, Recreation And Culture Historic Sub-function: Business, City Hall, Financial Institution, Park, Plaza, Post Office, Theater Current Function: Commerce/Trade, Government, Landscape, Recreation And Culture, Religion, Vacant/Not In Use, Work In Progress Current Sub-function: Business, City Hall, Financial Institution, Park, Plaza, Religious Structure, Theater Dallas Fire Station No. 16 (added 1997 -Building - #97000363) 5501 Columbia Ave., Dallas Historic Significance: Event, Architecture/Engineering Architect, builder, or engineer: Johnson,G.G., Overbeck,H.A. Architectural Style: Prairie School, Mission/Spanish Revival Area of Significance: Architecture, Community Planning And Development Period of Significance: 1900-1924, 1925-1949 Owner: Private Historic Function: Government Historic Sub-function: Fire Station Current Function: Recreation And Culture Current Sub-function: Museum ~. Dallas Hall (added 1978 -Building - #78002913) Southern Methodist University campus, Dallas Historic Significance: Event, Architecture/Engineering Architect, builder, or engineer: Shepley,Rutan & Coolidge Architectural Style: Other, Colonial Revival Area of Significance: Architecture, Education Period of Significance: 1900-1924 Owner: Private Historic Function: Education Historic Sub-function: College Current Function: Education Current Sub-function: College Dallas High School Historic District (added 1996 -District - http://www.nationalregisterofhistoricplaces.com/tx/Dallas/state.html 5/16/2008 National Register of Historical Places -TEXAS (TX), Dallas County Page 7 of 16 #96000035) Also known as Dallas Technical High School;Norman Robert ~' Crozier Technical 2218 Bryan St., Dallas Historic Significance: Event Area of Significance: Education Period of Significance: 1900-1924, 1925-1949, 1950-1974 Owner: Local Gov't Historic Function: Education Historic Sub-function: School Current Function: Vacant/Not In Use Dallas National Bank (added 2005 -Building - #05000419) 1530 Main and 1511 Commerce St., Dallas Historic Significance: Architecture/Engineering, Event Architect, builder, or engineer: Coburn, Smith & Evans, Hexter & Chambers Architectural Style: Gothic Revival, Skyscraper Area of Significance: Economics, Architecture Period of Significance: 1925-1949, 1950-1974 Owner: Private , Historic Function: Commerce/Trade Historic Sub-function: Business Current Function: Work In Progress Dallas Scottish Rite Temple (added 1980 -Building - #80004088) Harwood and Young Sts., Dallas Historic Significance: Event, Architecture/Engineering Architect, builder, or engineer: Hubble,B.H., Greene,H.M. Architectural Style: Beaux Arts Area of Significance: Architecture, Social History Period of Significance: 1900-1924 Owner: Private Historic Function: Social Historic Sub-function: Clubhouse Current Function: Social Current Sub-function: Clubhouse Dallas Tent and Awning Building (added 1999 -Building - #99041292) Also known as Murray Building 3401 Commerce St., Dallas Historic Significance: Event, Architecture/Engineering Architect, builder, or engineer: Jordon, J.M. Architectural Style: Early Commercial .,..,.. Area of Significance: Architecture, Industry Period of Significance: 1900-1924, 1925-1949 Owner: Private http://www.nationalregisterofhistoricplaces.com/tx/Dallas/state.html 5/16/2008 National Register of Historical Places -TEXAS (TX), Dallas County Page 8 of 16 Historic Function: Industry/Processing/Extraction Historic Sub-function: Manufacturing Facility '"'~ Current Function: Domestic Current Sub-function: Multiple Dwelling ,. Dallas Union Terminal * * (added 1975 -Building - #75001966) 400 S. Houston St., Dallas Historic Significance: Event, Architecture/Engineering Architect, builder, or engineer: Hunt,Jarvis Architectural Style: Beaux Arts Area of Significance: Architecture, Transportation Period of Significance: 1900-1924 Owner: Local Gov't Historic Function: Transportation Historic Sub-function: Rail-Related Current Function: Transportation Current Sub-function: Rail-Related ,. DeGolyer Estate ** (added 1978 -Building - #78002914) Also known as Everette DeGolyer House (Rancho Encinal) 8525 Garland Rd., Dallas Historic Significance: Person, Event, Architecture/Engineering Architect, builder, or engineer: Schutt,Burton, Scott,Denman ~.. Architectural Style: Mission/Spanish Revival, Other Historic Person: DeGolyer,Everette Significant Year: 1940, 1938 Area of Significance: Architecture, Science, Landscape Architectwe Period of Significance: 1925-1949 Owner: Local Gov't Historic Function: Domestic Historic Sub-function: Single Dwelling Current Function: Landscape Current Sub-function: Park -` Dealey Plaza Historic District * * * (added 1993 -District - #93001607) Roughly bounded by Pacific Ave., Market St., Jackson St. and right of way of Dallas Right of Way Management Company, Dallas Historic Significance: Person, Event, Architecture/Engineering Architect, builder, or engineer: Multiple Architectural Style: Romanesque, Early Commercial, Chicago Historic Person: Kennedy,John F.,et al. -- Significant Year: 1963 Area of Significance: Politics/Government, Landscape Architecture, Architecture http://www.nationalregisterofhistoricplaces.com/tx/Dallas/state.html 5/16/2008 National Register of Historical Places -TEXAS (TX), Dallas County Page 9 of 16 Period of Significance: 1875-1899, 1900-1924, 1925-1949, 1950-1974 Owner: Historic Function: Domestic, Government, Landscape Historic Sub-function: Government Office, Plaza, Single Dwelling Current Function: Domestic, Government, Landscape Current Sub-function: Government Office, Plaza, Single Dwelling Dixon--Moore House (added 1995 -Building - #95000320) Also known as Phase IV--East Dallas DAL/DA 96 (South) 2716 Peabody, Dallas Historic Significance: Architecture/Engineering Architectural Style: Other Area of Significance: Architecture Period of Significance: 1900-1924 Owner: Private Historic Function: Domestic Historic Sub-function: Single Dwelling Current Function: Domestic Current Sub-function: Single Dwelling Ellis, James H. and Molly, House (added 1995 -Building - #95000323) Also known as Phase IV--East Dallas DAL/DA 1302 2426 Pine, Dallas Historic Significance: Architecture/Engineering Architectural Style: Other Area of Significance: Architecture Period of Significance: 1900-1924 Owner: Private Historic Function: Domestic Historic Sub-function: Secondary Structure, Single Dwelling Current Function: Domestic Current Sub-function: Secondary Structure, Single Dwelling ~, Emanuel Lutheran Church (added 1995 -Building - #95000315) Also known as Phase IV--East Dallas DAL/DA 194 4301 San Jacinto, Dallas Historic Significance: Architecture/Engineering Architectural Style: Late Gothic Revival Area of Significance: Architecture Period of Significance: 1925-1949 Owner: Private Historic Function: Religion --- Historic Sub-function: Religious Structure Current Function: Religion Current Sub-function: Religious Structure http://www.nationalregisterofhistoricplaces.com/tx/Dallas/state.html 5/16/2008 National Register of Historical Places -TEXAS (TX), Dallas County Page 10 of 16 Fannin, James W., Elementary School (added 1995 -Building - #95000314) Also known as Phase IV--East Dallas DAL/DA 185 4800 Ross Ave., Dallas Historic Significance: Architecture/Engineering Architect, builder, or engineer: Lang & Witchell Architectural Style: Late Gothic Revival Area of Significance: Architecture Period of Significance: 1900-1924 Owner: Private Historic Function: Education Historic Sub-function: School Current Function: Education Current Sub-function: School ,, Florence, Fred, Hall * * (added 1980 -Building - #80004089) 3330 University Blvd., Dallas Historic Significance: Event, Architecture/Engineering Architect, builder, or engineer: DeWitt & Lemmon Architectural Style: Other, Colonial Revival Area of Significance: Architecture, Education, Community Planning And Development Period of Significance: 1900-1924 Owner: Private Historic Function: Education Historic Sub-function: College Current Function: Education Current Sub-function: College Forest Avenue High School, Old (added 1995 -Building - #95000318) Also known as Madison,James,High School;Phase IV--East Dallas DAL/DA 49 3000 Martin Luther King, Jr., Blvd., Dallas Historic Significance: Architecture/Engineering Architect, builder, or engineer: Ittner, W.P. Architectural Style: Renaissance Area of Significance: Architecture Period of Significance: 1900-1924 Owner: Private Historic Function: Education Historic Sub-function: School Current Function: Education Current Sub-function: School ~,. G & J Manufacturing (added 2002 -Building - #02000992) 3912 Willow St., Dallas Historic Significance: Event Area of Significance: Industry, Education http://www.nationalregisterofhistoricplaces.com/tx/Dallas/state.html 5/16/2008 National Register of Historical Places -TEXAS (TX), Dallas County Page 11 of 16 Period of Significance: 1925-1949, 1950-1974 Owner: Private Historic Function: Industry/Processing/Bxtraction Historic Sub-function: Manufacturing Facility Current Function: Commerce/Trade Current Sub-function: Business Gilbert, Samuel and Julia, House (added 1988 -Building - #88002063) Also known as The Gilbert Homestead;The Old Rock House 2540 Farmers Branch Ln., Farmers Branch Historic Significance: Information Potential, ArchitectureBngineering Architect, builder, or engineer: Unknown Architectural Style: Greek Revival, Other Area of Significance: Architecture, Historic -Non-Aboriginal Cultural Affiliation: Anglo-American Period of Significance: 1850-1874, 1875-1899, 1900-1924, 1925-1949 Owner: Local Gov't Historic Function: Domestic Historic Sub-function: Single Dwelling Current Function: Landscape, Recreation And Culture Current Sub-function: Museum, Park ._._. Goodyear Tire and Rubber Company Building and B.F. Goodrich Building (added 2002 -Building - #02000009) Also known as Howard R. Wolf Building 2809 Parry Ave. and 4136-40 Commerce St., Dallas Historic Significance: Event, Architecture/Engineering Architect, builder, or engineer: F.J. Woerner & Company Architectural Style: Chicago Area of Significance: Industry, Architecture Period of Significance: 1925-1949, 1950-1974 Owner: Private Historic Function: Agriculture/Subsistence, Commerce/Trade Historic Sub-function Business, Warehouse Current Function: Commerce/Trade, Domestic Current Sub-function: Multiple Dwelling, Professional Grace Methodist Episcopal Church (added 1982 -Building - #82001736) Also known as Grace United Methodist Church 4105 Junius St., Dallas Historic Significance: Architecture/Engineering, Event Architect, builder, or engineer: Caan,W. A. Architectural Style: Gothic Revival Area of Significance: Religion, Architecture Period of Significance: 1900-1924, 1925-1949 http://www.nationalregisterofhistoricplaces.com/tx/Dallas/state.html 5/16/2008 National Register of Historical Places -TEXAS (TX), Dallas County Page 12 of 16 Owner: Private Historic Function: Religion Historic Sub-function: Religious Structure Current Function: Religion Current Sub-function: Religious Structure Greer, George C., House (added 1997 -Building - #96001563) Also known as Greer-Saner-McCutcheon House;See also:Swiss Avenue Historic 5439 Swiss Ave., Dallas Historic Significance: Architecture/Engineering Architect, builder, or engineer: Thompson, Hal B. Architectural Style: Colonial Revival Area of Significance: Architecture Period of Significance: 1900-1924, 1925-1949 Owner: Private Historic Function: Domestic Historic Sub-function: Secondary Structure, Single Dwelling Current Function: Domestic Current Sub-function: Secondary Structure, Single Dwelling Harlan Building (added 2004 -Building - #04000102) 2018 Cadiz St., Dallas Historic Significance: Event "-' Area of Significance: Commerce Period of Significance: 1900-1924, 1925-1949 Owner: Private Historic Function: Commerce/Trade Historic Sub-function: Warehouse Current Function: Work In Progress Hawkes, Z. T. (Tip), House (added 1985 -Building - #85000712) 132 N. Potter St., Cedar Hill Historic Significance: Architecture/Engineering Architect, builder, or engineer: Unknown Architectural Style: Other Area of Significance: Architecture Period of Significance: 1875-1899 Owner: Private Historic Function: Domestic Historic Sub-function: Secondary Structure, Single Dwelling Current Function: Domestic Current Sub-function: Secondary Structure, Single Dwelling Highland Park Shopping Village * * * (added 1997 -Building .-.. -#97001393) Also known as Highland Park Village Jct. of Preston Rd. and Mockingbird Ln., Highpark http://www.nationalregisterofhistoricplaces.com/tx/Dallas/state.html 5/16/2008 National Register of Historical Places -TEXAS (TX), Dallas County Page 13 of 16 Historic Significance: Architecture/Engineering, Event Architect, builder, or engineer: multiple Architectural Style: Colonial Revival, Mission/Spanish Revival Area of Significance: Commerce, Community Planning And Development, Architecture Period of Significance: 1925-1949, 1950-1974 Owner: Private Historic Function: Commerce/Trade Historic Sub-function: Department Store, Specialty Store Current Function: Commerce/Trade Current Sub-function: Department Store, Specialty Store Hilton Hotel (added 1985 -Building - #85003092) Also known as Plaza Hotel 1933 Main St., Dallas Historic Significance: Event, Architecture/Engineering Architect, builder, or engineer: McKenzie Const., Lang & Witchell Architectural Style: Beaux Arts Area of Significance: Architecture, Commerce Period of Significance: 1925-1949 Owner: Private Historic Function: Domestic Historic Sub-function: Hotel Current Function: Domestic ,.--, Current Sub-function: Hotel Hotel Adolphus ** (added 1983 -Building - #83003133) Also known as Adolphus Hotel 1315 Commerce St., Dallas Historic Significance: Event, Architecture/Engineering Architect, builder, or engineer: Barnett,Tom P., Barnett,Haynes and Barnett Architectural Style: Beaux Arts Area of Significance: Architecture, Social History Period of Significance: 1900-1924 Owner: Private Historic Function: Commerce/Trade, Domestic Historic Sub-function: Hotel, Specialty Store Current Function: Commerce/Trade Houston Street Viaduct (added 1984 -Structure - #84001641) Also known as Dallas-Oak Cliff Viaduct Houston St. roughly between Arlington St. and Lancaster Ave., Dallas Historic Significance: Architecture/Engineering, Event Architect, builder, or engineer: Hedrick & Cochrane, Corrigan,Lee,& 1--- Halpin Area of Significance: Engineering, Transportation Period of Significance: ] 900-1924 http://www.nationalregisterofhistoricplaces.com/tx/Dallas/state.html 5/16/2008 National Register of Historical Places -TEXAS (TX), Dallas County Page 14 of 16 Owner: Local Gov't Historic Function: Transportation Historic Sub-function: Road-Related Current Function: Transportation Current Sub-function: Road-Related ,, Hyer Hall * * (added 1980 -Building - #80004090) 6424 Hill Lane, Dallas Historic Significance: Event, Architecture/Bngineering Architect, builder, or engineer: Hi11,C.D., & Co. Architectural Style: Other, Colonial Revival Area of Significance: Architecture, Education Period of Significance: 1925-1949 Owner: Private Historic Function: Education Historic Sub-function: College Current Function: Education Current Sub-function: College Interstate Forwarding Company Warehouse (added 1992 - Building - #92000021) 3200 Main St., Dallas Historic Significance: Architecture/Engineering, Event Architect, builder, or engineer: Unknown Architectural Style: Chicago, Other Area of Significance: Architecture, Commerce, Transportation Period of Significance: 1900-1924, 1925-1949 Owner: Private Historic Function: Commerce/Trade, Transportation Historic Sub-function: Rail-Related, Warehouse Current Function: Commerce/Trade, Domestic, Recreation And Culture Current Sub-function: Business, Multiple Dwelling, Professional, Theater Kessler Park Historic District (added 1994 -District - #94000607) Roughly bounded by Kidd Springs, Stewart, Oak Cliff, Plymouth, I-30, Turner, Colorado and Sylvan, Dallas Historic Significance: Architecture/Engineering Architect, builder, or engineer: Unknown Architectural Style: Tudor Revival, Bungalow/Craftsman, Mission/Spanish Revival Area of Significance: Architecture Period of Significance: 1900-1924, 1925-1949 Owner: Private Historic Function: Domestic, Landscape --- Historic Sub-function: Park, Single Dwelling Current Function: Domestic, Landscape Current Sub-function: Park, Single Dwelling http://www.nationalregisterofhistoricplaces.com/tx/Dallas/state.html 5/16/2008 National Register of Historical Places -TEXAS (TX), Dallas County Page 15 of 16 Kessler Park Historic District (Boundary Increase) (added 1995 -District - #95001087) Bounded by Turner, Colorado, Sylvan and Salmon, Dallas Historic Significance: Architecture/Engineering Architect, builder, or engineer: Unknown Architectural Style: Tudor Revival, Mission/Spanish Revival, Bungalow/Craftsman Area of Significance: Architecture Period of Significance: 1925-1949 Owner: Private Historic Function: Domestic Historic Sub-function: Single Dwelling Current Function: Domestic Current Sub-function: Single Dwelling King's Highway Historic District (added 1994 -District - #94000606) 900--1500 Blocks of King's Highway between W. Davis St. and Montclair Ave., Dallas Historic Significance: Architecture/Engineering Architect, builder, or engineer: Unknown Architectural Style: Other, Bungalow/Craftsman Area of Significance: Architecture Period of Significance: 1900-1924, 1925-1949 Owner: Private Historic Function: Commerce/Trade, Domestic Historic Sub-function: Multiple Dwelling, Single Dwelling, Specialty Store Current Function: Commerce/Trade, Domestic Current Sub-function: Multiple Dwelling, Single Dwelling, Specialty Store Lake Cliff Historic District (added 1994 -District - #94000609) Roughly bounded by E. 6th St., Beckley Ave., Zangs Blvd. and Marsalis Ave., Dallas Historic Significance: Architecture/Engineering, Event Architect, builder, or engineer: Williams, Robert C., Hecht, Albert S. Architectural Style: Late 19th And 20th Century Revivals, Late 19th And Early 20th Century American Movements, Other Area of Significance: Community Planning And Development, Architecture Period of Significance: 1875-1899, 1900-1924, 1925-1949 Owner: Private Historic Function: Domestic, Landscape Historic Sub-function: Multiple Dwelling, Park, Single Dwelling Current Function: Domestic, Landscape Current Sub-function: Multiple Dwelling, Park, Single Dwelling http://www.nationalregisterofhistoricplaces.com/tx/Dallas/state.html 5/16/2008 National Register of Historical Places -TEXAS (TX), Dallas County Page 16 of 16 Lancaster Avenue Commercial Historic District (added 1994 - District - #94000605) Roughly bounded by E. Jefferson Blvd., S. Marsalis, E. 10th St., E. 9th St. and N. Lancaster Ave., Dallas Historic Significance: ArchitectureBngineering Architect, builder, or engineer: Unknown Architectural Style: Other Area of Significance: Architecture Period of Significance: 1900-1924, 1925-1949 Owner: Private Historic Function: Commerce/Trade Historic Sub-function: Specialty Store Current Function: Commerce/Trade Current Sub-function: Specialty Store Page 1 > 2_? 3 Return_to Top Select a Different TEXAS County (map) Anderson Andrews. Angelina Aransas. Archer Armstrong Atascosa Austin. Bandera Bastrop Bee Bell Bexar Blanco Bosque_ Bowie. Brazona Brazos Brewster Briscoe Brown Burleson Burnet. Caldwell Calho_.un Callahan Cameron Carson Cass Chambers Cherokee Cl~ Coke Collin. Collingsworth. Colorado Comal. Conch_o Cooke. Cordell Cottle. Crockett Crosby Culberson Dallam Dallas Dawson De Witt Deaf Smith Denton Dickens Dimmit Donle Eastland Ector Edwards El Paso Ellis Erath Falls Fannin Fayette Fisher Flovd Fort Bend Franklin Freestone Frio Galveston Garza. 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San A~ustine San.Jacmto San Patricio San Saba Schleicher Shackelford Shelby Smith Somervell Starr Stephens Sutton Tarrant Taylor Terrell Throckmorton Titus Tom_Green Travis Trinity U~shur Uvalde Val Verde. Van Zandt Victoria Walker Waller Washi~ton Web_b.. Wharton Wheeler Wichita Wilbarger Willacv Williamson Wilson Winkler Wise Wood Youne Zapata n. v Select a Different State (map) Alabama Alaska Arizona Ar_.kansas California Colorado Connecticut. Delaware. District Of_Columbia Florida Georgia Hawan Idaho Illinois. Indiana Iowa Kansas Kentucky Louisiana. Maine Maryland Massachusetts Michiean Minnesota Mississippi Missouri Montana Nebraska Nevada New Hampshire New Jersev New Mexico New York North Carolina North Dakota Ohio Oklahoma Ore on Pennsylvania Rhode Island South Carolina South Dakota Tennessee Texas Utah Vermont Virginia Washington West Virginia Wisconsin Wvomins ~. v Return to__Home_Page Frequently Ask Questions ~ Register Forms www.nationalregisterofhistoricalplaces.com Property Updates ~ Add Link ~ Enhanced Listings ~ Contact Us http://www.nationalregisterofhistoricplaces.com/tx/Dallas/state.html 5/16/2008 APPENDIX F SWPPP UPDATE FORMS/ STABILIZATION MEASURES Appendix F SWPPP Update Form /Changes in Site Conditions Form /Record of Stabilization Measures /List of Potential Pollutants This Appendix contains your Construction Activity Forms. 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 needed 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 you Erosion Map when there are changes in design or maintenance to the controls used on 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. ~.._ List of Potential Pollutants This form is used to show 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. SW.P.P.P UPDATE FORM DA REASON FOR UPDA WAS EROSION MAP UPDATED: Y / N "I cert~i' wader penalty of lain that this docwnent and al! apachntents +vere prepared trnder• my direction or supervision in accordance ivida a system designated to assure that qualified personal properly gathered and evaluate the information submitted. Based on nap inquir)~ of the person or persons ivho manage tlae system, or those persons directly responsible for gathering the information, Jhe it formation submitted is, to the best of my knowledge and belief, true, accurate, and conrplere. 1 am aware there are specific penahie.rfor submirtingfalse inforraaatiora, including the possibilities of fine and inaprisoramenr,for knowing violatiats. " NAME: TITLE: DATE REASON FOR UPDATE WAS EROSION MAP UPDATED: Y / N '7 certifJ~ under penalty of Iaw that this document and all attachments were prepared under n:y direction or supervision in accordance with a system designated to assure that qualified persaaal properly gathered and evaluate the infornaatiaa submitted. Based m7 my inquir7~ of the persma or persons who manage the system, or those persons dtrectlr responsible for gathering the information, the information submitted is, to the best ojnty knowledge and belief, true, accurate, and complete. I am aware there are specific penalties for submirtingfalse tnfanuatiaa, including the possibilities of f ne and imprisonment fa• knowing violations. " ,..-. N TITLE: DATE: REASON FOR UPDATE WAS EROSION MAP UPDATED: Y / N "I cert~~ under penalty of lai+~ that this docwnent and all attachments were prepared under my direction or supervision in accordance avith a system designated to assure that qualified persaaal properly gathered and evaluate the information submitted. Based an n:y inquire 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 knrnvledge and belief, true, accurate, and complete. I am aware there are specifrc penalties for submittingffalse informatiaa, including the possibilities of free and imprisonment for knowing violations." NAME: DATE: REASON FOR UPDATE WAS EROSION MAP UPDATED: Y / N "1 cert~~ under penaln> of !an that this document and all attachments were prepared under my direction or supervision in accordance with a system desigtated _., 7o assure that qualified persona! properly gathered and evaluate the information submitted. Based on my ingttiay~ of the person or persotas who manage the system. or those persons directly responsible for gathering tlae irfarmatioaa. the information szrbnattted is. to the bes7 of my kraoivledge and belief, true, accurate, and complete. I ant aware there are specific penalties for submitting false information, including the possibilities of fine and imprisonment for knowing violations." NAME: TITLE: CHANGES IN EXISTING SITE CONDITIONS: Date(s) When changes o~~ur Describe Changes in Existing Site Conditions i__W as _._a RECORD OF: STABILIZA TIO1V MEASURES Note: Table is used to log dates when each area of the project is stabilized. LIST OF POTENTIAL POLLUTANTS: 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 construction projects 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. Checked items below are construction materials that will be used and activities that will be pertormeq that will have the potential to contribute pollutants, including sediment, to storm water runoff: CHECK ALL ITEMS BELOW THAT MAY APPLY TO YOUR PROJECT ^ Vehicle fluids, including oil, grease, petroleum, and coolants ^ Asphaltic emulsions associated with asphalt-concrete paving operations ^ Cement materials associated with PCC concrete paving operations, drainage structures, median barriers, and bridge construction ^ Base and subbase material ^ Joint and curing compounds ^ Concrete curing compounds ^ Paints ^ Solvents, thinners, acids ^ Sandblasting materials ^ Mortar mix ^ Raw landscaping materials and wastes (topsoil, plant materials, herbicides, fertilizers, mulch, pesticides) ^ Treated lumber (materials and waste) ^ PCC rubble ^ Masonry block rubble ^ General litter ^ Clear and grub operations ^ Grading operations ^ Soil import operations ^ Utility excavation operations ^ Sandblasting operations ^ Landscaping operations ^ Other: Brock Environmental Services, LLC. March, 2008 APPENDIX G RECORD OF MAJOR GRADING ACTIVITIES Appendix G Record of Major Grading Activities 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.) RECORD OF: MAJOR GRADINGACTIVITIES Note: Table is used to log dates when any grading activities take place on the project. Date(s) When 1Vla~or Gracing Describe Major Grading Activity and Location Activities Occur APPENDIX H RECORD CEASED CONSTRUCTION ACTIVITIES Appendix H Record 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: TEMPORARY/PERMANENT CEASING OF CONSTRUCTION Note: Table is used to log dates when construction activit~~ temporarily or permanently ceases at the site. Date Activities... Temporary. .Date Activities Project Activity Area :Ceased or Permanent Resumed APPENDIX 1 PROJECT DESCRIPTION/ VICINITY MAP f EROSION PLAN Appendix I Project Description Vicinity Map Erosion and Sediment Control Plan 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. Vicinity Map -This is an area map showing the location of the project. Erosion and Sediment Contra/ Plan with Drainage Characteristics, Detai/s and specifications - Th e 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. Project Description This project consists of paving, utility and drainage improvements to Coppell Road. Various water lines will be installed in the roadway. The pavement will be constructed with eight inch thick reinforced concrete pavement, which will sit atop eight inches of lime stabilized subgrade. A 6" integral curb will be installed along the length of the project.. Construction activities include: installation of erosion controls, preparation of R.O.W., removal of existing pavement, installation of underground utilities, construction of new roadway, sidewalk and driveways, drainage structures, pavement markings and lastly landscaping and final stabilization. The Contractor is responsible for: Uadating the SWP3 Plan and Erosion Maa 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, preparation of R.O.W. C. Begin excavation for storm drain system. Phase II Phase III Phase IV A. Keep all erosion control measures in place B. Install Storm Drains as specified on plans. C. Install temporary silt fence inlet treatment measures around all open storm drain inlets until inlets have been topped out. A. Keep all erosion control measures in place B. Grade and Form Roadway 1 Stabilize subgrade C. Mobilize Temporary Batch Plant D. Pave Roadways as indicated on plans E. Remove Batch Plant A. Construct inlet protections on the new inlets B. Remove all Equipment and Materials /Clean up C. Landscaping /Final Stabilization D. Once project has reached 70% stabilization, remove all Erosion control devices. BATCH PLANT: `"" Also included as part of this project, is the construction of a Portable Concrete Batch plant. The plant will be producing concrete to support this project. The batch plant location has not been determined at this time, once the location has been determined, the SWPPP will be updated with an Erosion Control Plan to show the location as well as additional pollutant controls for the Batch Plant. Major soil disturbing activities will consist of preparation of plant site including installing an earth containment berm around the perimeter of the plant location, installation of the construction entrance, receiving of aggregate materials, constructing the batch plant and then production of concrete. Once all paving is completed and the batch plant is no longer needed, the batch plant will be removed and the site will be returned to its original or better condition. ~ ~ ~ ~ ~ ~ X ~ ~ ~ ~ ~ ~ ~ ~ -~ -~ -~ 1 1 I I N Z I 1 1 1 1 1 1 -. 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If you are performing your own Inspections, you will need to fill out the Inspector Qualifications form. ~-„ Storm Water Pollution Prevention Plan Inspector Qualifications Storm Water Pollution Prevention Plan Inspector Qualifications Inspectors Name Ronnie Brock Inspector: Brock Environmental Services, LLC. office - 972-636-7717 cell - 214-394-6757 Title Project Inspector Training Received Region 6 NPDES Construction General Permit Compliance, Best Management Practices and Inspection Training February 2000- 2002 By: International Erosion Control Association Storm Water Permitting March, 2004 By: Texas Commission on Environmental Quality, San Antonio TX City of Dallas Storm Water Management Training Sessions - 2004 Training Covered How to Select, Install and Inspect Construction Site BMP's for NPDES Storm Water Permit Compliance How to Write and Implement a Storm Water Pollution Prevention Plan Practical Approaches for Effective Erosion & Sediment Control Simple Tools for NPDES Compliance on Construction Sites City of Dallas, Storm Water Training and Partnering Sessions Construction Experience 19 Years in Construction Industry Positions Held: Project Manager I Safety and Environmental Manager I Safety and Competent Persons Certified Instructor Storm Water Construction Storm Water Construction Inspections since February, 2002 Inspection Experience s y\ ,.-~. '; ~. 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' ... ~!/J/~ I 3 ~f->F/~j ~ o ~' e :="~~1 "' ~~Z ....____~__~ r .,_ ~ ~ ~ ~.. ._: = v :::, ~ ~ o _ ~~ o ~, , -- -----~ ~ w, ~ tip. ` ~ O ^ \ y' { ' _• ' ~ -}~ ~~~~.~ ~ :-:'-~~y; j i ~' '~ '~ii ~_~_~_ ~ ~ ..`~ 4 ~~ ~~ ~~~~ •' ji' ~~ ~~~, %4r'.~ f ./~//~/ t_~ ~~^,:~f~l ~ I I ~ I I l l i ~~~~ . „- ICI , I~~n<,~~~~ ~Y= ~5 ~~~== • ,~ I } / l ~~ .-_-- I ~~- '~ i £tf~/ j .?~~ti n~; ~~; . v ~ tip. )),,~ %~ ~_:~~'_XI .~ _ ~ ~ r' . 0 ~ f Y .; ~ _ v '~" ~c - ~ ~ ~.:ti}~ r..:...;:.. ^` . ~ ref~„ :_~- \ ; \ ,I i ?` ~/ (iii, i• ?,: :::: O ~' ~ .`, acs- -_ =:-:, i ti .sx,..::._ ... i ~i =~"_ - "t '.- . I.:,. ~.~ ~:-. ~l i,~~t.: -. ~.. ' ~^ ~~• ~~ I I i Nom, ... Storm Water Pollution Prevention Plan Inspector Qualifications Storrs Water~Pollutian=Prevention Plan lnspecfior Qualifications Inspectors Name Ray Bailey inspector: Brock Environmental Services, LLC. office - 972-636-7717 Title Projectlnspector Training Received TPDES Construction General Permit Compliance, Best Management Practices and Inspection Training October 24. 2004 By: Brock Environmental Services, LLC Training Covered History of the TPDES Permitting Process TPDES Compliance and Regulations, Including Operator Responsibilities Erosion and Sedimentation Processes Selecting and installing proper controls Good Housekeeping and non-structural BMP's, including proper storage techniques Inspection Process, reports, record-keeping, compliance and maintenance of controls Storm Water Construction Inspection Experience Storm Water Project Inspections since October 24, 2004 ~ i N r~i~ ~ ~~ U ~~o U ~ O O ~ ~' ~ ~ v ~ ~ ~ rr ^^ ~ p ~ ~ ~W v a , ~ ~ ~~ ~~ W ~ ~ ~ ~ti~ ~ ~ ~~ ~ o ~ ~ ~~~ ~ ~ ~ o ~~~ ~I ••+ U ~ •° o ~ Q 4~ ~ ~ '~ ~~~ O N ~ ~ ~ ~ ~ ' t•~ V~ ~ ~ j ~ ~ ~ .~ 0 ~ o o U .~ ~ ~,oo ~ ~ ~ ~ , ~ U ° ~ ~ ~ ~ ~ ~ a ~ F ~°~~ ~ W ~ ~ ~ ~°~ ~ o ~ ~ ~ U ~ ~ o o U ~ ~ ~ ~ O ~ ~ a ~ ~~ ~ OC x ~~ ~ m o ° ~ ~~ .~ ~ ? ~ ~ ~ o ~ ~ . .~ ~ 4 ~o ~o ~ ~~ . ~ .~ U U . ,--~ (~ \'~. ~ 1 ~ ,~ N ,o .,~ ~~ W U O 0 0 N d N a .~ 0 U Storm Water Pollution Prevention Plan Inspector Qualifications Storm Water Pollution Prevention P an Inspector Qualifications Inspectors Name Jerod Flueckiger Inspector: Brock Environmental Services, LLC. office - 972-636-7717 Title Project Inspector Training Received TPDES Construction General Permit Compliance, Best Management Practices and Inspection Training March 27. 2004 By: Brock Environmental Services, LLC. Training Covered History of the TPDES Permitting Process TPDES Compliance and Regulations, Including Operator Responsibilities Erosion and Sedimentation Processes Selecting and installing proper controls Good Housekeeping and non-structural BMP's, including proper storage techniques Inspection Process, reports, record-keeping, compliance and maintenance of controls Storm Water Construction Inspection Experience Storm Water Project Inspections since March 27, 2004 v r ^w W U W J Q W Z W V ;~, .~ •~ W U ., a .~ •.+ O a t+ 0 0~ 0~ v _03 ,O N ~, _~ .r.., a •~ a~ ~ C~ ~-+ .O U ~ ~ O N ~ ~ `o U ~~ ~ .~ ~ E-+ ~o .,..~ U ~ ~ ~ N ~a x ~ ~ N c~i~ '~ ;~ U ~ ~ O U O p ~ ~' '+~ ~ ~ N o ,~ ti 0., ° ~~' ~ o ~ bq ~ (~U ..a ~ O ~~ ~ ~ ~ v ~ v v ~ ~ ti ~ ~ ~ ~ ~ °' ~ .~ o '~ ~ ~ ~ ~ ~ ~ ~ '~ o ~ ~ ~ U ~ ~ ~ ~ ~ ~~ ~ ~ o ~;~ °U ~ ~~~ '~ ~ ~ U °o .~ ~ ~C7 o ~,~~ ~ , ~ ~ o ~ ~ ~ ~ o ~ ° ~ U ~ 0., v~ •ti ~ w W~.o~ q ~~~~ .~ ~ ~~~ ~~ ~, ?~~ °~~ ~ .O p ~~ .o ~, V .~ Fl. ,~ ,~ Q~ ~ O ~~ W U O 0 0 N N .sue U Storm Water Pollution Prevention Plan Inspector Qualifications Storm Water Pollution Prevention Plan Inspector Qualifications Inspectors Name Dozier Summers Inspector: Brock Environmental Services, LLC. office - 972-636-7717 Title Project Inspector Training Received TPDES Construction General Permit Compliance, Best Management Practices and Inspection Training January 1, 2007 By: Brock Environmental Services, LLC. Training Covered History of the TPDES Permitting Process TPDES Compliance and Regulations, Including Operator Responsibilities Erosion and Sedimentation Processes Selecting and installing proper controls Good Housekeeping and non-structural BMP's, including proper storage techniques Inspection Process, reports, record-keeping, compliance and maintenance of controls Storm Water Construction Inspection Experience Storm Water Project Inspections since January 1, 2007 v ^w W V W v Q W Z W V g .~ ~1 .~ a .~ ~--~ O a !~ 0 o~ .~ 0 .O N ++ ~ •~ a •~ a~ ~ ~~ .O U ~ ~ O ~ ~ ~~ ~° ~ ~ U ~~ ~ ~ ~~ ~ o U ~ U ~ ~ ~ N ~a x ~ ~ ~_ ~ '~ ' ~' U ~ ~ O ~ ~ ~ v o ~ 0 U ~ •~" ~ ~ 4Ui o ,~ O ~ ~~~~ ~~~ O ~ ~~ ~ ~~ ~~ N U U ~ ~ ti ~ ~ o ~,~~.~ ~•°o~ ~ ~ ~ ~ o ~ ~ U ~~ ti ~ ~~~~ ~.~oo ~~U '~ ao C7 U° °o•~ ~ ~C7 •° ~~~ ~~~o ~~~~ ~~o~ U .~4,~ W ~ .o q~~~ ~ ~~x .~ ~ ~~~ •~ °o~ ~. ~~ •~ ~~o _~ ~./ N U .~ a~ A. --~ O .._., ~~ W U O 0 0 N r.: APPENDIX K BEST MANAGEMENT PRACTICES Appendix K Best Management Practices This Appendix contains a copy of the NCTCOG Best Management Practices for Construction Activity. 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' y O m °m 3 a ° cD m m m c au `° °x _ ~ m v v ~~ n o p 3 w ~ 'n, ~ 9 ~ ° w C m .n ~ ~ n c m ~ 3 ~i - .-. a, m m m o' S o 0 ~ 0 N - ~ a ~ ~ V = o = N N w - ? ? O t0 - ovv n°~`~°fn mo E ~m3 GG U O C CUO 00 = =; ~? m ~ 3~ N ~ '~ m N m m D m ~ F on a ~ o = =. ~~ ? ~.°m ~ ~ ~ a d ~ ~ o- o' A m' ~~o ~ Z m °~' d ~° ~ m m m H a= `~ m m' x m ~~ ~~~ 3 m~~ 3 °N~ ~,~oZ 3m ,c ~ z a m°nna no'^m'`u n3a°-`ONx. o n = w ° N '" z m f ~ m w ° 3 0= =m F y =.9 ~~= N~~ 5~ 3 ny aoDDO mm c n3 '~~ac m`D =aam4..°1"~mmm°~ d 0' m mrn d O 6 9"ar ~ N m m~ ~~ oc ? N c=oo =au~v^ N A N~ H ~ ~ 3 m3.d~m i O ~ m n> ~m ~. ~ N j~ X d nnod°-aa,~mgac aoo oy. m,nz Q1 m m a m >`D o-.F~~Q`~mp~o>~n =mt~ m _ me m mgom~r°~o QC ~" ~ n'c _ ° y ° a ° 0 m 3 mF N m 3 m o n = o'° ~ N ~ ° ''~ ip 1+mncaam` ~o°o~u N c p„ H Q N ~ [S p = ~ m a m ~ w~ o m ° ' m ao~ m ~~ om = '~~ m a c nn Q a m o°'~~ :rn~mco < m o _~ o = n p ~ ~o a ~ o a o o = o c= m m F ~ N n N v°i ~ c N n ~~ g ~ ~ w o ~ 3 m y n~ o d i ° ? N u m a ~ ~~ o o rn ~ ~ m m e ^. Z ~ N ~ ~ p ~ m ~ mo° ~ o o °i ~ 3 v ~ F m"' of nd _ o3~c " n ~ ° _ ~~ m 'cm ° m~a°rn ~<o ' p a m m n ~ ~ m au v a w = r m n, on N~m~ n w m w~ m ao ~~n~ m~a '~ rna m o = o m n3 m »d_ ~`~ oaum 0 0 o m N °- = m ? ~ ~~ `nom ~ -^m m `~~°~" ~~° ~ ~ O ~ ~ ~ 3 ~~ w Ned ~ Fa° A n m _ 3 m n n ~ °~- ~ ~ of ~~, a `^ m~ `° ° ° '< ~ n ~ ~'°m 3 ~ O `0Q ~Qn " ~ 0 3 a a ~ ~ ~ c m a ~ ~~ n o n.t ~ ~; o ° y ~ m ~ °-' _ o ~° K o ma~,~o3 no~ m <~o~ a m ~ ac m ~- om~ c ~ : ~ ° ~ ~ 3 ~ ~ N a ~ o ~ ~ m va0i m ~ ~ ~ ° nm `~ m na roa o , gO y 8 w O R g w Y C A .fl T ~a C O .C N C N 6J bA r7 a F- g N O dJ 3~ L ~ - ~, r ~ - ~ 3w L ~~ ~ ~~ ~_ ': ~~ ~ ti ` ~~ . 6 `u ~, ~,/ ` y ^ O ~ ~ ~ ~ ~ ~ cv O U f a i ~ V y, ~ n~N 1 a8w8 tl bS~~ ~w ~ ~ ~~~~ EY~a C l m __ -.. ..__.,_. ~2a8 ~c o u ~ ~~ ~ 5 M .~ O O C G ^ ~ rn o vi n 'o = ~p g„ a p m a D m `~ ~ m~ v m o y `c-' 9, m e n -1 ~ m a m~ m p ~ o D O ~ a m v o~ 3 tna ~ n -i to y 3 y. m n J~~ 3~~ ~~~ m N ~ n= n 3 y o~ ~~ n _ / o > >~ m° o' K. ~ ~ 2 ~~~yac n3n ~ o ? o._ a ~c m J m_ 3' m ~ .~ ~ A mamnQ~`-°om:~,a1 ~'. ~ o as n ~ ~ `°mo ~oNj ~ ? y. D m~~1 m G ~ I ana ~ n . Z i N ~ '3nw,o~o3rn A 6 ~. o~oS.~o~~~ -'.fO~ ~o ~ . ° m~~~dam oa~ _ ~ ~'' ~• '~ ~ ~ ~ of °^ y 3 5._~_. D ~ ~ m `O m < . J c J ~ o n ~omoJO v 3 cccci ~~ . m m ~ °' ~ I. g ~ ~ c o o ~ y ya °n O y ~~ . `°3~n3 n 0 3 , d ~ ~ ~ coy F yy~ ~ao- m 7 - ~ ~ '~ ~ O . n _a°N O.J N D ~ J N ono ~~ a g~ ~I v b ~ ~ C ~ ~ , ~ N ~ m a ur ~~ w 1O ~ t d `' m 3 v m ~ n 3 t ~ w `" m v o F °-' o a ;p' m J J J y~ , m ~ ~ n ~ m o ~. C~ '~ ~~ o o- J _n J~ `~ ^ m , m m n C ~77 yrr ~~ Q 1 3~ 9 F m m m c 4 0 ~~ c° ~ ,°y N J 3 3 c w y l Y d y ~ ~ ~. o m 3 a N_ 3 9~ o J m ~ m v o m _n ~ m~3 ~ ' ° H ~ ° ~ ~ 3 ~ m = ~ N ° ' ~ v ~ ~ ~ H ~ m io ~ n~ o m a ~ ~ ~ _ c'' m m m c J m m o J `~. O n u m ~ n _J. m e <°- J ~ y o ~ n m N y -~m o y m d n ~~Jy o g mmm a i Jna = c am < 'm N~= o m ~ Q, ~ ~ ~ o n o m`D °' n ~ comet m:Z~so njo~ ~ o Si ^~~ p n N~ m ~ N ~ Q c m ~ n o. o ~ a o~ f o N `" ~ yi m o o m ~~ ~ m N UT ~ ~ cn v vi ~ n n n m U m ° ~ ~ ~ ~~ O ~ ~ 3 ~ o i °~ ~m~.~~,~~v°o~ ~oa~~ m ° ~.a w ~ F n m o~ o a~ N c ~.~ n a 3 a N m J 4~ ~ J vN d m J F n In m N `G m m m ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ r. ~ ~ ~ d _ ° z ` ' O c C ~ J ° ~ <n °' ~ 1 3 ~ m ~' a ~. w m °' ~ 3 ~ O '~ m S o O 3 Z m e N~ m ~ -i ,`~ ~ m 3 C~ cn ~ 3 m ° to ~ ~ + i ~ 7'I ~D N -. ~ F o ~ a o m' ~. ~~ 9_. ~ ~ r Q J~ m m A~ c '^ y et m `° 4o m ~, ~ n a 3 n " ~~ ' a m tD m ~ ~ ~ m o m ~. 3 m v $ ~ . T 1' ' ~ o y F a J GI 3 y~ ~ J J N `G 7 O A ~ g vi C7 ~ ~ _ w w G~i m ~ 7 ~ a ~~ ,< ~n j (n N ~ ~ p ~ C°i y N O ~ o ~ 3 n ', ° m y m m obi ~ m x ~ v~ Q v ~°^~ D ~ 0 0 3 d O ~ C~1 - ~ i N v I ~ Vmi u~ i o. ~. J N ~ ? N ~~? o '. ~. 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' ~° m n rn `m ~ 3 Q a m ~c a ~ _ °' y a m - m<o ~ `~ n J ~ o ~ tO of m ,a v m m ^ -+ m o n mm ~- 9 .o ~m m o m , J.,a m m mo Nn Ni nm~-,.mmm ms y o~a~ c~Nm ~~~~D~ °c ~~ d ~ _ m o = a Jn 3 m ~ m mm mv m ? < o m 3 m .m N'g J -_ ~ y .-.- m ~ ~'~ y m~ 3 ~~~ n~ m Q ~ D~ 3 rv I J J ~ n m D• ~ m m '~ ~ C n d .n O tD ~ ~ N O d m ° Gi ° y y J J ~ _ ~. ... ° ~ ~ oJi °~ J ~_ y m 3 ~2Jm 'a ° a m aoN n m _ ° j ~yy I y~ moony lp J ~ C n lD N d ry O~ ~ - N m C O) ~ m CA o ? ~ y m m a ~~nc. ~ ° J d n d 3~ d J ~yrn~ m C. S m c ~oa~~ ~ I _ Jn yc~°m n 3 m a ~ °~m dna01 i . ~m9'- ~ oa ~ ~° ~ ° o- J n t° 3 ~ ~ goo e D _ ° m Q~c~ N .-. ~ o ~o io to H `° _. 3 `° m `° a. o a J m n ~ S ~ o ~ ? ~ ~ ~ ~ ? n a ~ m ~ v o ~ ~ J a a~ v o m ~ o a ~. m m ~ J m ~.' , o ~~ a m `~ ~ s x c~ 3 mJa ~ JN ° d ~ J ,m~ c 'cO ~ cco ~ $xn m a ny~~~ ° ' (A ~~ c m~N P J- ~ ~ ° n Jas m m y ~ m no,`,^,3 - ~ ~ Q o- n n .~ ~ m o a d o m m ~ ~ n ~ _.o m o m a y ' ~ A m ~ ~ ~ a ~ N a o = g am icm m o ~ m' o g m m m J m ~ 3 ~~~ a m jo n v ~ m ^ , 3~ y d d m n o J ~ . N? ~ J d 7 d m N ~~• mmm 3 ~p s~ ~ m ~ J i m o.0 5 oow '~ m ocm ~ ,Z NFoom (p y 8 w R 8 W S E 0 M 8 Ny .O D g Y C R .d T A O ._ 4! C tL d 4J bD A a N_ .C: li - .-.. _ -_. _ O a ~ • - __. ~' P~ L ~~~ I a h oI ~ > __. ___ . ~ I -- ~.- O Sno a n ~+ ` '111;--,~ 3 ~ . ~ ~ ..~ Q ~ E a _, a ill=~. `c ;F ou'S - a ~ we - 'm'mod ~~' u$>u'S D ~~-o E ¢z c m m n 4 2 ~c i3w ;, - 3 i o LL ~ ~ ^ O m ~ ~ C ~ ~ ~ E~ O a d - ~ CJ av c o E cj ~+ w ~ m I N - vi E _i m ,.... y _ - e U N 3 G CL~ Dm °moom~ ~oouniU'v nmoaou,N~v m~mDO O o D;~ S 3 a J to ~ `ln 3 F m o: `-° o =_ a N ~ m N Q N 3 c c a " ~ o~°~ n ~ T Nmm~.~m Z m orom N J?^°~ ° '<aomf. c7 and m , nJmpJ~. oD °u,o°-g~a~ ~mm~ Sa u _1 ~ ' ~ ~ N ~o~:o~c Q~C~ o.~~~.~m ~D ~~SN ~ ~~onp~3m< ~ a m°a.o .i - o f ~Nn~~o~?A Na~~~o. °o~0 m~ ~on'NFo~d Ui A m a `Dp0 Z m v' °' d d o A n m ° O o ~ m a~ d. y m m v m y ~ _~~ o N'm m~? a ~ ~ ~ O ry~ ~' ~?~ D o~ m~ C N a~ a a_ N N w~°~ C N N j' N .~-. ~ O ~ ° 2 C 7 J O iD 7 ~~° .~ ~ ~ O a ~. N N ~ N~~ (D N O C ' tp J N Q ~ / /~~ IY p~ia3dN -~aa C~^T~'~ bO 00 ..dd JO ~~ OI~N N - ~t°a~cno3Ja~ v_1DF~'o c ~=~o.~ ~ `°~~m3mamo ~ ~N3 a v ~SOa,7~~mo a a l a _ `Dmom3m ~ mv c `O01m m-do, ~Nao °~a ~ o O < ~ "'t ~ ~° =v A. w m 3 c..<m mao °fn~ °d~_3mmm ~, ,2 m ..~ o 0 ~Jm°a3$.° o.~~-o~~ N ~o~fD `~ io~am'ao m`°- ^ 3f mJ ~~3mg>•3 m<m ~ o noooN =aom~3 ~ ~ o ?.~ m~~ u i m° c o a ~' m m-O o °m m y m`° d 3 y d m nn c a ~x~ ° 01 ~ ° 3d m aa m J 'a oo i" ` _ c = ~ m Sm~n J ~ a 3o m ~ o ~ m ~ n w y ~ ~ J H a ~ ~. J ~ ~ n N~ 3 ° O a ° ~ a ~ 7 N N a io N a E . o m o i O 7 C J a f d N O ~ p N C O ~ N d o. a° °~ N- ~c~~ m ~ c N .~ '~,°~ m . .. o~ a J Q N~ a'mm m - O ~ gym ~ ~ n~ m a .-. 3 ~ m N 7 m - ~ m <o ~ m~ ~° J n o a d nmm o- m 3 J _ °oa°~o. o o m p ~~° 3 a m~_ N W 3~ ~ f m Q ~ ca N o pO-a~ m N m~ m so o ~ o. m m a s ° a=~ Q~ ~ N . F ~,~ y~~ n ~~v ' O ,n A ~m ~o~~>: ~~S°1 Q~aniN°o> >J~ W ? m m m u,mm°m ~mmm m~;J °3 J~o o. moo n " .. O• • O• • 0 0 0 O O d o ° 3 D m c o g rn '~ ~ f ° I v cn ~ ~ ~ ~~ ~ ~' n ° a O T~ ~ o O g z <n ~ o °c ct m m n~ ~ ^ < a r F 3 3 ^ . ~ ~ ? _ a ~ G ~ m ° ' m n ~ N . n Po m ~ m f~ O m m ~ ° ~ ° m m a° '° ~ m °_ L7 ~ ~ m ~ ~ J ~ ~ io ~~ m (7 ~ 3 o m m o a-i ~ ° g ° " ~ v ? v m n W ~ v _ o ~~ ~ , ~ ° 3> > 3 w -i a ~~ m cn v y a i N O ~? y ° N H n m N N y > > O fn fA ~ m ~ ^n m _n ~ ~ T ° ° D > > ~ N zO z O 3 O Jm' m ^ .J. °_'o` ~ J m o x _ ~ 7 n '_". o ,~ ~ 3 3 o ~ o ~ N O 3 c 3 n m J N ~ O ~ ~ y O J J o. O ° ~O am v- m ~ ~ O o N a m O~ d 0 n ~<v ~.0~3 c m J° ~ a D_ °.o o m m N Z a m~~ d o m N a ^ m ~ ~ Z o m~ n~ a D 'm' o.m 3.m Z ~ ;~ ~. $ y m 0 mm° JcC ~ o. n O d J 7 x 0• .~ a a d D m rn » O1~ m ov Z n °_'~o~oni"~ ~ ~ o ~ m a ^ a ~ m o- 3 0~ m °' tOc ~ m - 3~ m °c~ ~ n ~ m `< ~~~o.mm ° J 7 J o.~ m'~~c m v o- fD ? m ~ = ° 3 m ~/+ J d Q d ~ ~ O tV ° ~ ° J 5' a ~ o' m iO < A J N S O a ui cD l0 ~ ~' ° ~ m °_' ~"m a c o a ~.~ d~.Q scnQ~ S N <O ry O N °m '" J -a o m a ~ o ~ m O J m y g m ~ m m ,~-~ ~ ~ ~ a S 3 m n o d c m c ~ ^ J "' n a' C U G C~ 3 D DO w ~ m ~ ~%° 0-1 ana ~~ N a ~ m ~ m D o~ o. m ~ S. '^ a y. m' ~ N~ n N O C~ 3 m ~ ~ m J J N C p - ~ Ol N ~ ~ ~ J ~. N ~ '. m ~ d d 3 n nfD3°a~ ~ N d ~. d ~ c w~ J ~ ~ a N O y C C tpn f0 O _. y Q m f a J o n F N~ N n~ N C ~ c J - o n o ~ a ~ 3 v ~ m 3 S o n '° ~ 3 n 0 0 m~~ 3 0 ~ G ~ o ~ ~ ~ s a o y o c A p 7~ O~ a n Ja m aim ° ?. ~~ ~ '~ n~ N N N ~ ~ A ~ °^ j A 3 7' O. N a -• ~ t° m n ~ ~ d C ~ J fD n m ° m v~ C O a J ~ ° o a m n a m m ~ N o 3 <' d m a v p ~ ~ 7 Vi ~ O ~~ ^o' ~ m n°i o (p ~ m ~ N o n o ~ m °' J d f '~ o _n ~ J 3 v 0 3 `° " m o m o F o ~n n ~ m _N~~~~ J ~ an ~ ~ ~ c a c o m o. d ~ ~ °~a n3 Q G C C v~ 3~~ D m~ o ~~ < 0 3 J m a m m~ ..n ~.cc~yx 3 ~ m c m .~- 3 Soa anm Qc N~~° - o '~ J a a _ ~ ~ m N n N O' A Q 6 j d j d. ~ ~ m ~ o- m J y o m m ° v o N m 3 F a N? °' n~ N~ ~' ~~ O N O n p `N N ;D 3 S 7 (C C ~n OI a N ~ C ~ d ~ .. ~ ~ 41 m~a3_n-~o-d-o ioyv °, om fDJ ? 3 ° m ~ ~ ^_3 ~ °a a 3?'b°io °'o~Z~°d 3 v~ o n s am N a. fDm3 NNO a m n ~~~ d~ Q a o v '~ ~ n v rv y a a~, o.°m=m~ m a ~ of ~ o o. ~. 3 J ~ m d d lD N C C N Q a o m a 7° N Q S m~-~=~ Nm m n,o sQm a - N S ry N~ N° N ~O lp O. w N j N N m o•d. ~~o `°~ d a'0jm3 oN n F a N m m ° ~ a 3 ~ p o- ~ J m p m J= N o~ ~ ~ a a n ~ T p a, m n Q ~ m m m o ~ d n m O `°°adJ ~~ m ° m u, ~ c~ A o. a n m - v a s w '~ ~ '^ J m o~ °' d m o 0 f° °~ 3~ _~ o- m ~a m 77 u+ m ~ m m o 7~ u+ OC C rN ~ -1 m D ~ ° 3 m ~ - n3aa.,,~~m doh n 3 N m m 3 d ~ y ~ S J () ~ d ^ C ~ y m m m ~ a J ~D N N j aoo O y N C j ~~ as o O d. ~ J ~ N ~. ~ ~ m A m ~ m v i~o ~ °-o' n a oJOO. m ~ ~ 3 ° ~ o ~ m ~ N j N o- o '~ n a, f0 n O. ~ ~ m o °1 0 ~~ d m y o ~ J 3 ~ a 'g 3 ° m t0 ° p ~ 41 y ~ N m m m m S] - C C ° - O1 J J ~ ~ ~ ~' a J - c ° m ~ '. ~ ~ ,~ ~ a Ja $ o c m ~' o~i N o ~_ n o7i o =d - a _ m ° a N ~c a m m ~ X11/ V 1 c _~ ~• Y C ~6 .fl T ~o C O .~ G1 C 61 61 bA a t M 8 N g D ~~ L o a 3 c C y /1 a 1p > ii a °l c 0 ° t L \ a ~ a o c ~ o 1 ~ n a ~ x ~ o _~ a j~ _ m K IW~ I 1 ~ S J .. ty ~ $ ~~ l ; ` ~ ~ ~ ' \ ~ ~~ of m~$ ~~ a r` - m ~$8_ I I~r. ~ C ~ ~ O ~ ~ Nk d ~ i ~ ~ z ~~s i g n~ o s~~ a ~i n ¢ in s`~ ~~ ~" a° ~ ~s"q y E ~~ a i-~~ g ~~ ~~ _o E p ae d E dR E 8 N S' ~. 9 3 i 3 E a ^ C D ~ O ~^ >? m' 3 0° 3 m D n ~ m°~~ m °o o w N~ m a Q N~ m~ v H ~ m - ~ N ~~ w° 3 ~ U~ o n t° m 3 m 3 m N~ 3 ~ ~ m~ m `~ ° Z w J a . m m -`° o°~ N ,~ n n o d °1. d ... J p D m -, o m w o J~ ~ v m m m a d. D ~ c N~ N v, o~ m N m ~ o' ? a /~/~ v~ ^ Om o$A of ~~' ° oJ~ cFtD~ `DOyo$'C J~ ~ N ~°a ~ ~ay0 J.m ' y JoFO-w my z ~ yo ° ~ ~ ~ m ~-~~nm A o c° ~ ~ u+~a-^~ ~ N m z = y 3 ~ o a n~~~ ° ~ y ~ a n ~ m ~~o ~ ° nm ~? a N ~o D . ~ d J o• ~ m ' (° N . N m o m a ~ w ad m J c nN m d c'n ? y n a W ~ N w ~ ~ o y '~ a o m o ? m ti . n 2 N a ~p m J o y ~ ~' ~~ ' ' c- a o ~ I ~ ~ o ~o A'° n , ~~ N p m c ~ o~~`~~~ 3 . ^ y ~m tO ~'~ yod ~ .. -~ O N 3 O m .o tD N N y~ ° ~ C d N y N O N 7 O 3 N~~ N j a O Q ~ F O ~ ' y N O O O ~ N ~D y y 7 0 N %3y m " - m 3 c~ ~~ m o n ~ ~ . m o m.°. o J o g_ o a v m a mmo•m o w'a FJ~o gmm ~~ Ja wn yoo go Jj`O oo<° v t°~o ~a o ~ n~ J ~ ya m °i o=. N aO- a ~ .d H o~n ~ ma~my,2~ Sm ~oS o yo , N O ' S m m - ~~^o ry .-. ~ v C 6 J O O .J. 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O N C O J F ~~ N j ^ j O m S j J A A d d J? n n a D F S ~. j m J ~ N N A°~ J V °~ j.". ~ ?60 m O m m m ~~ A J d d O O, N n a7~ N j y O d a ~ X-£ y'6 d O Q ~R ~ _~ O N a m m d m £a o- ~ '~ ~~ J d O" a mm °i = vi m J. ~" °~ m N .~ ~ O m mm" 7o d ~` ' ~ m ~ do dm~~m ~m" z oroN 3 cc ,oval o -i i ~ycNm a - `~G - . ° _. c ~oS , n d mJao,c o I m ^ m ~, c ~ ~da° n~c°O~m m~ -n~'moo'w _ ~~o~u;a°~ m O c c n m p n udi J w ^^ '^ a N o ° m o m . d n o a n n ~~- m N n o 2 a o ~o^p o -1 m 4 4' N ` r, N N m oo<i iow CtDC mo,~ ~ .f ~ m 3 zm ma°~ amp? ~omm~fDn ~. ~`~ O O • O O O • O O O O O d _ ° °c z T D C r ~ cn c J ° m .a' v m -+ v, S. v ~ C~ ?~ °1 U 3 ~ O m~ T~ O ~ Z cn ~ o m e m v c ~ '° x ~ ~ 3 a !~ m ~ ~ cn ~ o s ~ N ~ £ ° ~, 3 a° m' > m >' ~. A a ° ' ~ `0 N m m m a m .. q a Q D m '" y o m g a eo ~ m~ ~ g ^ c~~ ~ ~ II J J a _ m ~ n d °£ ~~ ~ ~ ~ - m n "3 ~~ C) `~ o n d 3 m m 'm ~ o v ~? ~ " Vl m ". v m V n o ". d ~ m ~ 7 0 ^ y d 7 i N ,p a Q v n • n - 3 m ~ ~ m d 3 a 9 ti m III (n O n ~° ~ ~ 'y o o N J n o~ u x _ ~ n c N lp ~ ~ 3 d m F- d ~ o °- a_ o` ~'- O~ O 0 m mn~ntn ~' a~c~c~; n3~ ter' Joan moo m° m g J m C S n J J D m Q m 3 G O G m 7 0 D O N' .. S J 7 D ~~ ^ Z N (T (T ~ i ~ 01 N m O a Q C O J° N O D m Q ~ y +n m n y d m~ A d (~ A A d O. N. ~ m % W N J m C a m ZO Z ~ n° c~ m ~ A ~ ~ ? m m <D D _ ~ mQ ° ~`°~ m o i oNi -`° o ~ ' n p J y n ° m p 7 J U 7 '~ C = - 7 7 ° ` m 2 `° C 2 a m b N fG N ~ ~ y m m~ ~ ~. m (/~ o a d g ^ m C7 , ~ n o 0 3 3~ m ~~ a~ _ o o v ~n n~ ~0 3 ,a ~? D c A ^~ ~ ~ ~ H m a D ~ _ m ~ m m~ ,~ a ° N W D 1 ~ C ii O. 1 Z ~ m ? n m d Np -V4 m y J ~ O D~ m p N y 7 n N S J ~ N J~ ~ v N m d a m ^ o ~°O ~ m~ °w m~ m a m a -. a m X O N N ~ o O o O D m m Q ~ O a w 7 J~ Sm"-. ~",. J ~ Nm ~~aa ~ H nm `~ m v Da <~ n 0 3 J m - m m m m m m m ~~ a m ~~ ~ u p~ maw -io % a maw m . j O ~ J n o-n o ' ' d `p ~a ~ ~ >• Sy ui j'-'i~ Nm m ~° ma " ~~~ v ~ ? _ = . . 4 a ma ~j ^ ~• m o a~ K ~~ ~ ~- N aa~ 3' boa a_ , < ~ ^ m~ ~ mJ m mmm O. N ~ o 07 `~^ ~3 o3`"c ~ ~ ~ ~ ~ d ~^ O N O N J ? ~_ Q Q ~ O~ ~ ~ m N l J Q Gm ~ n a m ~c c m ~ ~ m m m m m m m `L a ' am m0 ooa a m J. ~ o _ m m _ J ~ ~ o~ m o ~ F ~ H ~ ~ ~ ~ ~ ~~ _ a ~ o m° m 3 °n ~ d ~ ° ^ o ~ ~ m o ~ a - ~ ~ ~ ~ 3 ~ ~ ~ ~ ~ '^ 'm J 3 m O 'p ~ n a 2 nom D m J J a n ~ n a .-. m 3 ' tO O y °1 a o- ~ 3 J '. m~ m m m m o f'Y -n m,o m o, ~~ a, fo a 5 m ~" ~o ~ m m y ~ ~ 3 . m n ~ m N n m ~ m m S ~m m ~ °a o o a "' cn N j> ~ ~ 7 a ~ p 0 N m S- ~~ ~ o o ~ _ a ' a o~ ~ m m m 79 m o m oa loo ~ mm =. m m o J v °~ d~ m J < ~ ~. ~ S ~ a ~ y m J m O. N ~ ° (,~ m a o m ° m ° r* , O C ~ t0 m ~ N j ~ =. ~ d X ~. J Q' N d F. ~~ m m '< N m / ~ A ° ~ S J Cn ~ ~ 8 R 8 S F a F~ Y C A .C T A C O ._ v c a, a en ~a a t F- g N 0 m '4 w N L ~ i~ . k ~f. ~ aaeyng ? _____ _. paned __ V ~ ~ ~ ~ c ,\_ ~ ~ V ~ ~ ~_ a3i m ° N 3 ~ ~~ 1 ~ s t ~ ~ >_ N N a ~ v a ~_ ~ m Ea LL5' s i~ ~ ~ p ~ I _ ~ Q NCC ~ - ~ E r/1 ~ b{ L~ ~ AQ RLL dpW cN o.8 R ; y wQ fri 9 y q D d K SA w w~~~ c~ / s ~~ r ^ 3 ^ ^ G O o~ D m ° ~'a n H~ d~ a ~' v a m o 55~ a?= 0 m ° ~ n a c 3'~ ~ ~ o ~ cnNF ~ng-~~n =mom ccm P~nmP~ -~ co 4-n~ < - n>j~m3 ~3~m'~`~aFn ~ ° -~ m ~ ~ ~ a ~ ~ '$ m c < m 2 `~. d D ~ y 3 m ~ ~ ~ ~ o m m ~ m < `~ ~ n ~ D'o ~ m ~ ^ ° ~ (~ . ~ m Z ~. ' fn a ~ ~ ~ ~ ~ ~ m `°n~aN a m ~N2 ~ ~ ~ ~ c m ~ y 5 3 m F mi m omm°~m a°'~ (fl ~.~ , ~ ~ o om ~ 3 5 o m c ~ n i ~0 3 3 m N o " c m n '' m y> `° °,° N c ° m° m F_ m c a -• °i F m m ~~ P j F c a --o N ~~ a ~ a m n m n n ~ ^~ y- n n Pe~ea s~rta~s nmic n "°',m- m`^m oP ~ ~ `° c ~n~`° y ?°33 F~ y y ° V1 ?. fD u0i S~ p O F a m 0 N O C m ~. O ~ •c o 0 P ..liA ~'./^ n n F y ~ _ a n? N ~. ~ ~. ,~,. ( , m° m O O n o m m ~~ '~ ~ y O n N o m m a ° O ~ ~ ~. a n° P `n_ ~' y ... a fD ~ C fD a N Fl ow ~~~ = oar »m? o~ 0 ~ 3?~~° m°Dw°d'a~ At9 ~.: c~.; wv ~' ~ r ~ o F ~ ' p1 ~ m'm c m ~ ~ o ~ an Q ~ c 3 ° m ~n o y `~X' '`m7_C u_ m F ~ Q m °ytoi aao- a `n P 3o mn .< ~°nuc,~ o m ma°°fD ~~ ~ ? m 33=_ "°°"' ~ ~~ ..~4 ~ ~ ~ ~ n m o~ ~ m ~ y 4 ~ no m mm o. ~ g ~ . <.F 3 ~ m o n~ ~~ , 'b ~ ~a ~~ .. o ~ y ~ d o o ~ c < l m ... m ~ O ~ a m 4 m ~ _ ~ ~ ° m c y n < m w ~ (~ y~ ~~ ~~' N n ~ N ° O -. °~ y N °~ ~ ~ O y 6 O~ Q N m~ O~ ~ N ~- y J O N. n Q = N ~ ~ ~ P N~ O (p C 7e N p ~ O n 7 > O < N (C a~ 6 ~ y~~ O. i m = m N ~ `" n vi ~ y d ~ mom o - _ y 3Na,° y° ' y~ o nN c a oy _. -oi n x ~y o~m m vi mica '^~<n'J Si m oc m ~o~aa~ ~ 'D o a= < Q ~~= o ~ m N o ~~~ d c ~ m < m F N ° ~ <.y .s ~ ° ~ n S.o .c oO m < '~ ~ c m o ~ m m y m s ~ °_' n mm~x o'fD m`m aoo G O• G O O C 0 0 0 O O d _ ~ z o ~ 7 O C ~ cn c c ~ m ~ ~^ cn ~ 0 5 m g n d. °> p 3 ~ O '~ O ~ Z cn ~ ~ P o m e m a A ~ -~ c° ~ m 3 n F ~~~ m m ~ ~ m T ~ ~ H F n p w' > ~ > ~. ~ ~ m °~ w ~ ~. N o ~ ~ ° ° a i~ ~ i .n ~ ~ ~ 3 n '° '~ m' n C' 3 ' m o m m m ~ ~ o i°- °. u ? ~ ~ v ~ ~~ 7 . y ~ :- ~ Z m °n' 3 3 m m ~ d 3 a ° m m o o ~ m '~ ° m ~ ° '~ obi m x ~ ,o o to to ~~ o q °- ~ °' o .°: n o 0 . 3 m ~ D 3 ~ m o N m° ~ ~' o m ~ ~ ~3 3 m o~i o ' a. ~ o ~^ ~ 61 o N J c m N o o y O 7 o° 9 m o N N ~ m~ D 3 - ° m m .CI D Hm `-^.~n.~ V y Z m -- m D ' ~ - i ~ 3rn3 z 00 `"~3D_. ° n H m a N m zy 3 j O ~3~a~c >' ~ ~ m ~Dn m C7= m ny"'Q3 ^ ~ n ry N ti d Q 7 C N L (n ° m N H~ ~ ~ C 7. n y y n n n ~ m C)N. no ~ m m c° i v m ~c ~ ~ c ~ n~ m d m m ~ ~ ~ F ~ ~ ~~ P J y ~ y N ~ P ~ . m p<i O d y N a d 3 a. N n .O N P O' y ~. O ~ ° n x, m o ~ d n N O O C m ~~ 3a~ m m < ~ ~ w m n~°'p ~ u m n o Boa QS~~~. m c m w m 'm n ~ ~n3an n P ~ ~ m m °`°"~ ° S m d m a m ~ ~ .~" o ~ ~m ~ ~ m C m (~ 'm m o ^ ~ _ n ~ y ~ o m m o Pa N ~ S ~ c 'O N m N N o ~ a ~ c n m~ ~ n ? ~ ~ H 0 0 0 n - ~ Appendix L TPDES General Permit Number TXR150000 For Construction Activities This Appendix contains a copy of the TPDES General Permit for Construction Activities (2008). You may use this copy for reference if needed if you have any questions about the TXR150000. Y1. S` ~ M P ~ ~.~ ~~ bra ~ ~ G ~°,S:O ~Qyx y ~ ~ ~ ~~1 Cr y. rx. tx a~ tI ~ ~ a~ w ~ ~. d ~ x ~ O N ~ ~ o c~a e. y g~ ~^ a ~ ~ ~ W t~+f ~ $ ~ ~~ ~~ M~ ~ ~ ~ ~~ ~~ $ ~' o,' H ~ ~ ~ O Cam. ~' dj n t4i ~ ~ ~~ ~~ M ~ d ~ 8 ~ R, z ~8 Q ~ N jT~jL@i++"v M g ~~w ~~~: ~, ~~~ c ~ ~ o~~~ ~. ~ HHj~ pgq W r~-1 u.. ~' ~. do p~~ q ~ ^dd c5n~ b D 7 N _s d O s /: z 0 D ~ w '~ ~ ~ S G n K ... rJ- ~, ~ ~ G C `~ •`~~• G. N o .,, 0 ~ ~ m Z ~' ~ c .. ~. 0 m o' m 0 o D n_. X d 7 Y a X m C `G 6 m N c v -~ axi r+ m ~ ti ~ro ~ ~ ~ ~ o N i! d v - z ~ 'v vc rn T ~i rro ri r c ~ ~ ~ ~ ~ n R to A A A N - O ~O Jo J J~ ti X a c m s n, A m A A 'v -o v ~c ^o ^~ .3 c C_ < < ~ m R ~ s s G _ "~'! ` G. C' N G G , S C .~ 'D .- ~ -~ _. W n ~ ~ ~ ~ ~ ~ Q n o ~ ~ c d ~ n. w ° ~2 n ~ ~ 3 = ~ ~ o „~ a o o c~ d ~ ~ r; < o ~ o ~ ~ .a ~ n y^ B ~ '? ~ ~ m ^~ w m c d v m a ~ A A A w N ~ w N N J In O W 0 ~_ O c (D d b -~ C m c d 3 -1 X O O C O v t ~ `~ o m ~~ c¢ ° ~ a"i T ~ aroi csv, °' ~ ~ .°sv., Y~~ c~ ~ u t m `' m v n~ ~ o^n ~ ro ~ ~ o '.' 0 3 ~ ~ ~ 0 3 > v ~ `4 v ~ K ~ € v v ~ ~ c v ~ ro ~ ~ o avi E °> ° a v ~ ~,, ~~ ~' '^ c a m avroo ~ E ~~ o sn m a r `° >- a' ~ :; n. o x~ ~ ~ c ~ ~ E c v v ~ ~ o a a m a ~ _ ;, ° °' N - a. `o ~ o ro E ~, ~ v ~ ro s° v 'o "' v = - ~ o. v E o b ~ ~ w oron-°~ o ~ ~ ?, ~ ~ ~ n. "' S ~ E ~ ~ :a 3 `° > FF- > 'o ~ o ro ;~ E ~-^ -c7 v c~ R 2 a~ :a ,,; E `o ..~ v c ° c " .°: -- ~ c ca m c ~ ~ ~ c c~ ~ n. n. ~ =v v .'~ v >, o ?~ ~ o Y C ro ro E " > ~~`~, y °~ " °' 2 ° `° c .a ~ o aroi `° ~ ~ ca 3 - "= c " o s -o £ °~ X cJ o. n. E ro ~_ m a c •" o ~ ~v u c~ o M u ~ o H a m a ~> m c~ ~ .o A o_ °~ E ~_ a c o o~~ 3 c ~ v .. -o 0 0 ~ ~, ~ ~ c :d U v °- v°~ b ~. v 3 v v> v n. ~ c m~ c` ~ °. n. c o E c ,- p o v v s a. ° `_ v O y O cd 3 O O~ L oO N V GO ~ C' H~ v ~' O~ U N O '~ .U~. y C wL.. > cC C 3 C C; `-' ° E y ~. c E v c~ a =_ ~ E ro -o ~, °? v c o^ o~ m e a~ v c o "J c ~? ~ 3 0 ° v r; ° ro 5 ~ `-° op ~ c c y " o. ~ 5 ro ~ ~ L ' o ao o ~ e ~ o. o _ `° g C ~ ~ c o. ~ v " ai '-' ro o ~°v c E v v v c a a~ c v N any - E o~ .. ~ ~v a ~ m °, ._. n. p, ~ os.~ os~v roo _? y ~ c _E 3 0 ]u o `~ Ew ~ ~'" o v° c_ ~ y E a c E-° ~ c >, ro 3 e" c -° ?~ o '_' v aroi b ~° w o E° y `o ,, o w N s n' N v, :d N'~ U E F ~ E .~% ~ p «`"+ ,-. O N y ° -> v L ro ^J'J p w b V :7 O y ~ U cLV U ~ m = -o o = E ~ . - ' ~ rot - ~ y a _c. vvv~~ . o h U `, v _ v_ ,D w ~ v ~ v o0 O d c0 J N C ~p ~> G 'U L O€ ro C ~~~ p ~ fUV L O°~ N U O` [O U ro ~~ U ro~ O ro > 3 OU ~~ ro O O 3 O ti L '~ 7 U E ~ o ~~ ~,~sv.~ c ~ c^3. ~~s? ~ y ~ ~c ms cd ~~ v c~~ °ro' rw~ v ~ s y °' ~ y > -.-NU.. ~ ~ O 'D ~ ~ ~_ E ~ > oo ~ ~ ~ -° ~ b - ° ~ ~ 3 m ~ C ro ~ o h v o o _, •v E v > .v fl. ~ v ~ a. c ° ~ ._ L c ~ 2 ~ - o. c ~ ~ E C7 Y ,o m O ~ ^ y ~ 0 c ~ v ._ .. G ~ a0 p - ~ / ~~ •p _ ~ F id - O v ~ o ° v f1, E ro 'UO c t 'O ~ '7 cd w 4 ~ ~ v 3 `a° ~ ~ ~ v c ~ ti C o ~ ~ n. u ~ ~ L ~ ~ ~ b ~ r ~ v € ~ F ~ T ~ ~ Q ~ c ~~ ~~ T ou ~ V v s o •v v v -~ v ~ 3 `c y~ ~~ w 3 y u°, c 5 p ro„ ro o ~ ro .5 v °c ro y~ c- ~ s o~ ~ F- ~~ x .~ ~ a v o w '° c c 'o ~ v v o :' -~-, E ,- ~. ~v n> ^ 3~ v~ v m [..1 ~ J v ~ c ~ s v c :v o- ~ v N >, E v~- ~ `v ~= c ~ ~ ~ 3 v 0.. ~ . ^ y o ¢ v ~ ro on c > ,~, 0 3 ° '° ~ .~ Y b u u ro `° `_° S ~ °- °' 3 >' c E ''° ~ o~ n ~ ~ s° ~ 5~ cc b E y b °c° 3 ~.. E 'D v v o a v~ ~- •v a N~ ' s ~ ," `° w "' `° v° v °' aroi ~ :: E ,o G v v c °~ c o m c o ~ c o= ro o o"n c o° w u _ ro d° a o .=i. ~ E -- E° s ~° .o .v " o s .v N ro v v ~„ d u o :~. y~ on ,. s 5 o ~_ L o w ~ o ro >. o o L u o ro o 0 0 0~ a N Q 3 y ro o ~ ro ro~ E~ >. ~ m v a N ~' Q ~ ro - 3 0. ~ n ~ . • °' cs v o ~ " v C ~ " ~ .- E ro 3 0. ~ s 'o --~ x ~ s C.i ~ o y 3 ° `~ c~ c ~ G . S ~ v °_ > aos o.a v ~ v '~ y o E ° c ~"~~ ro v c .G v~ v v '= v v ~ g .o c ? o E ~ a ~ a ~; ? ~ b `~ o ~ n. o ~ ~ ~ c = ~ ,~ c a o ~ ~ a ,~ .w ` , ;J G' ¢ E 2 0 .. ~ o ro~ o ~, o v >, ro n. ° o w o ' a E W x c m o~ ~ E„ n c ~ ~ ~, a 2 E c"a `° c n. v n. ~' 3 'ti 3 c v c E i s°~ Q Q Y c~ E U p Q o• s w ° '~ o ~ °: c o~ c ~ a y c c t L v E v_ may ¢ o c v v ¢ 3 0 ~ Gt7 a°, ° ~ v o e c c c o v, `° ° ~_ E o ~ ro E_ o ~ ~ y ~e w^ .n s c - v ~ ca ap v v._ _ c `O E v ,. c v O c G v C _' _ v ~. a ro v) m ca >,. 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E p ,Ca ~ L E v" C ~ c~ s .+ . bD V ~ ~ - ~ •O a cC d O ~ ~. = _ . - a i u E W L ? v ~ ~~ ~a % ~~ -«. y U O E v m ~ y ~' 3 q C m E c c ~ a v N L U ro n.~ o .. d . o ~ Y ' (y b e° o° c G o ~ ro 3 0 . ~ _. ads,,, „J >' i0 .. U s v ~ w E O ~ o ~ ~ ~ N ° E :~ a R r'~ 0 0 `o u o '~' ^ g; E c a ~ ;, ~ N b `° L.~ o` a v O E ° ~ 'O 3 c c~ v ~ ~ T O R c 7D E - v i •v ' e > 5 E ~ > o ~ " s on ~ C~ Y° _ m c c Y m '~ Cp n a cu Y c ... _ o o ^a OD G /: C ' n• t Y V v Y .~.+ ~ O ~ :7 C C U~ ~ C 0.' i y G ctl C R~ :0 L :d `" a a Y CJ v m u U .`Y. + j •D ~ cJ "O ,.. - O v ~ . . c Y -' ~ O q.~ ~ 'O ~ ° n. c > v °' ate. ° R. ~ ~- `o R Y E 3 Y C . p .o s~ E c m 4 O L C G = O ,, j 'J E ~ ~ c 'J - ~ ` ~ ~ vi y y ~ C OA _ O a ~ Y ~ ^ N ^O 'p ~ ° ° U ~ " o s .- o " ° " ~ 3 n. ' u ? ~ c. o- 3 Q°, Z' r o u u o > T = ~ ai o ~ E ~ ~ ' ~ C id " c 7 :J ,Q U O ° Y > '.tl U C ` Y U y C> xf O O O E C.. U O ~ tC ~+~'~. ;b - y -e> N C ~ C ~y C q ~ Q :J _ C ~ " E A 7 o~ ~ 3 c c - > o ~ v :~ ~ ° v a .: 0 3 ~ 3 ~a 3 ~ c ~ u -o o U ~i m e a c L 3 `u, a - oo E c ~ c `o ~ ~ Y~ o ~ c o t s v n ~ s ., N n ~ 3 ~ ~a 0~ E `o _ C C _ o R a ~~ L ~ v~ s v ti H s Y " v '" Y aS ~ R `o' :J 3 y 0. ~~ Y L~ G y O I -o p, 4 v a C y j o ~ . L ._ ~ t o L - m d p s Yn w ~a E :G ~ ~ w c '= p C T :G Q O [.L ~ on N Y R O cC NY F > 4 ~ O J . ~.. ` , L v O L C Y O~ , _ R q Y- ° U 2i ` O w 0 E J ... ~ . . .~ -. Y C U Z E Z` a c a .. 3 O m u n o o~ ~~ Y o m ° ' c c °~ E a - Y o Y E r ~ v G n. ~ il O t Y Y ~ v Y .°Jl ~ s~ n . ~ _ R a> =~ Y ° 3 n~ E `=. E ~ o`h T^ C q •a E~ Y U U E ~ C C L_ .. ~ I ~ ` m ` ° ° L E ~ cn c c `o _ ~ "" ~° °• o ~ ` E o u~ . . ~ b 6 . . ~ ~ ~ j ~~ , , E F.^ /) ~v c " a _'' ~ u ~ R °- E Y :~ o -' °~ a 3 O i ~ G ~ •c CO ~ ~ 3°~° 0. E a°i ~ `~ Z u Z ~ O n. ~ : . 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Y '~ > p ~ ~ .. ~ - O _' C ~ w y M = ~ 3 = ~ '~° ° `-' °~ ° v c i v ~ 00 " ~ a 3. ~ ~ ~ ~ ¢ ~ F cu C ~ C w b v ~ . ro O ~ . ~~ U O~ d J.i L ~ ^ C~`~ L ~ R ~. s V a . ~ `" `~ ~ ro J O .. ~ ~ f« '~ '-~ ~ ~ '~ ~ F"' ~ ~ > V u " u C iE c` " J y U R 4`.i ~ ,O O 'D O O H ~ L 4~ ~ b> C >' ~ N E ~ 00 'n C. L A d a, R U ¢ 6. 3~ O O ~ C C -O C~ ~ no 'a'~ °- v ° :: ° w U J :~ C ° ''~~ ~ v F C v L ,p ~'9 nE•v co u oc_ ~ ~_L ;~ O G u. ~ o=- ~ w ~wm E - U~ V ~ iv U ^ H -~ A C :a E G emu. U m :C C C :. CJ L `-° ~ ~ cs -an c. ~ > ~ v _ ~ ~ ~ -nG v o v _ ~ ~ o- o-.oo ~ a d `u ¢ `Q 0 _ C~ s v m a e -d a ~ . z~ c '" :i C E . ~ d u ca F 7 c ° C N 3 3 C U ~ ~ oD~ ~ ~ .O. O C ~ ~ u L ~ -d ~ v v u ~ :~ :0 t ~ ~ ~ ~ ~ , C en m ^n ;; E ~ ~ L~ V d U ~ C C y > _ E~ U ~ ~' _ ~ ` ~ G C C C ' N :o G L C • ~ ~~ _ ". v. c t_. ~ O ~ `O ~ ~~ a s ~~ ~R s J v N A ~ O f1' v~ Oll U V; «+ ~o J ~ ..-. C ' _ ° L ~ a E C E o ro.4 v ° N ~ ~ c .1. N F- a V C C N R ~ 'O 0 C ;~ c ~ ~ " vi • u y R Z Oll N ~' v 0 ~ N , "-~ Jll s v' r ~v ~ o ~ C 3 v ~ u a. >, ~ y i° m m E 3 c ~ oq v _ t = :.~ c 7 ~ `o ~ C G D -o o c •c ~ v 7 :~ c ~ N ~ 3= a ~ ~ E ~ t v x ~ i0 C ~ j U > L ~~ '~ .' ~ y t7 ~ r T C ` •O C U = .N ~ v j N G ° ~ 3 ca - ~ v ~ o a°`n c ~ ,a ~ ~ v nn 3 ~ ~ -o ~ ° , ~, > ~ ~ ~, ~ ~ m O U t U O ~ " p` y~ .Q ~ u G is i7 C v i _ G U ~ ~ b ~ ~F 3 .~O o ~ F j0 L ~ ~ '~ E ~~ a~ ~ v - ~c L> ~ c y s v E ~ ~ c a c 3 ~ y r t m~, y~ L y v O ~ E O U ~ v v G G O U ~ C y U C 1. a$ y '° E ~ ~ 2 =' ~ ~ = 3 ' ~ s v 3 w •Q L n. Ec 7 y A C C .~ O N E v " ~ ~ ~ ~ a7 _ t V y ~ S ~ G tQ ~ ~ ~ ~ U U ~ b 6J R ] U v ~~. O 1 t >, ~ ~ O O 'u ~ fQ "J E r ° ~ ~ c L o > U ~"' A c.. ~+ C = v C O ,y ayi O . ~ ~ '~ ~ N '~ C y,,, O ' ~ G U O N v, ~ 3 U Jf C > ~ L ~ S G C ~ y y r N y o C E ~ fl > ~ ' L `^ v 00 U ~n L . _ v - . . ~ ~ a ~ u .- ~n cai _ _ " C u 3 ~ '~ ca ~, € o m an a i ~ o " L c _> O n. Q ~.'_' .+ .. ' u w ~ ~ U _n O ~ ti '~ v d ~v, . C C E O L7 ~+ v Y ~ oe °' - ? o ~ ~ ° c " ~ m c U~ p '~ ee L > .. ~ „ vi U G U d ~a v G r ' ~ 3 b 3 U 7 O O . 4 OD ~ ~ C O ~ G C ~ Q C U C.i ~C . ro J+ 7 ° i > r y ~ ... ~ c ? c n ° a V E , a ~ v ~ c 5 ~ ` 6. U c n= c o :a a ~ ~ c ~ T m ~ ` n C _ ~ .~ v L ~ > -c z. ~ ~ ~ c o ° ~ s ° ~ y C `~ o L c y O N oD y ') O ' E C buDV '~ y ~~ ~ '.~°. cC ~ L ` a = `e °`v °' ~ a c p C J E C h C oDt O O X p C C i ~ ~ ., C.. C ° ~ ~ Z 6. a-1 v . ~v v 3 c° y 7 C G C O u u /1 u ~ N a oyD 4 W A ~ ~ o o ~ a c o~ ~.~ N .s~ _ ~ .a a °' w ~ a co a o~ 3 c o ~ io 0o ao ~ m n n A s o `-' w C1 ^ '~ a m ~ o ~~ ~ ~ ~ `~ o aws o cn w- ~ 7C ~ ~ ~ ~ ~c w ~~ 3 ~ ~ y' M a n~ C7~ am r.; w ~ ", n `° ° n o W ~ Cr: w a m ti n p w .» ° ~ , C '~ ~ 7 a ~ _6 w v' a ~~ O G~~ n G W ~ .3 ~ w O ~ D_ _ ~' n C o .. ~ C a G ~ N 'rl ~ ~ ~ O ^ w ^ < ~ H ~ O w ~ ^ ~ r r oc A r~ O G Q' (n ~ N m .. _< O . G _. ~ J ~ ~ n v, p o ° ~ 6 m w.,-'v^~.~'Q b `D`; ,Q A~ n .~o ~ m-~.''o. °n . 'o oa n ~ ~ a ti ~, W ~ r _, ~ 7 rr S Q ~ ~ w o v ~ S 7C ( ~ ? fro ? _ . . ~ P' ~ C a ~ ° _ . T~ 1 w - Q. ~ c v, ~' a ao x 3 D ~ an o~ O va, - 7 ~ ~ p r~ ~ '~ ~ 7 7 w n. G ~ C: f0 c c ° ~ G ~ ~~ ~ N ~ r,' " ^ o a .t ~. n ° c o ~ . . w ~ v o S r i O W ~ F L c .D 7~ G=~ Y G .n-. `C a w ° O G ~ ~ ~ ~ ~ O n ~ G f C O ~ to C W ~ ~ ~ n .O. ~_ N ~ _ ~ o q c -- w w n~ c "+ in C a y ° ~ ° ~ co ^: ~ ~ n r~ ~ n. H o ~ ~ 'l. A 0 0 -. C o ~ m .^w.. r-~ .7 ~ A J p Z ~ ~ O ^ p i9 ~ A n ~n :/; - G QO w~ rU C O V1 C O w In cn a UJ ~ C < C ~^ Q Q - ~ C'."I .y G J] O -. a d O G a 70 y J N S lti ~ ~4 r~ ~ 4 ~ S a (n ~ w ~ '~ ^ G ~ 3 r ~ f j r°n ~ n ~' N .~., C 'JG Qp ,n ,Oh > > 'C+ ~ ( y C O. O O = N C O W~ ~ C y ~ - w O ~ ~ (~ ~ O~ (0 w m ~ " h O (, w a , ~ 7 OC ~ " .~ ,L O "~ C .~ ~Nw-. "I ~ ~ ~ vSi r ~ O. Q ~ p~ d S N ~ _. 7 n ~ N a ~ G .Q Q ~ ~ s _~' G ^ C~~ n ~ ,,, Oa O r, O C ~° ^..~ C m 0 0< O nSi w ~~ w y O O 3 O `~ -`"*, 7 R _ 7 ? 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L o m o ~ y v R 3 v ~ o ~ U^ OI v- ctl ~~ r v E w e ° v 3 B c ' = 0 3 ~ F ? a ~ v `o , ° C ;~ ~ cv v ~ v " N c ~"=€ a m N v c ° . c . ~ o v r _n N , 'O ~ E ~ 3 y N~ to ~ ~ F~ `o ~ ~o a c~ T~ `c a a n, o `o E E v v v N ' Q~ ~ E a~ a~ v c 3 cz - .` a y c v u ° ~- m U~ E p y m y ~ b p. ~ c c :n s ~ m 4 ~ a ~ ,- 3 ` ~ .,~ ~ , ~ ~s a. :a v v o ~~ a?~ N~ o a c .. v _ -E t n s° a ~~ n 3 "O i o v o °_ " o ~ z y~~ ~ ~ ~ ~ :~ v v tu a. E~- ^ a A E o >o ~ v 3 o L C . .' c`~-, . O :-• ~ ~ E c v ~ v O C ~.C y ^ ~ cs L o ~ . .J o 3 =t ~ ~ o aE U ~ ° ~ ° v 0 6 h ~ ~ r` ~ "> 6 m ti v . .O U.. E L ~~ ~ a ~. G J E o E T >> °- m~ a~ a ;Q 'Q OD C' .o ~ _ t c O ~ C o = ~ M y T~ o ~ a- E c >, ~ o ~ `~ ~ G y cJ O N U ? ti ~ ,a ~ o E > a w 0 y~ z >, .o o m y = ~~ c ro r o ~ o v v ~ E v s ~a ? v ° `° v or o~ ` ° c o o ~ Y o U >, ~ v. ~, ~ ~ , a u_ , E - a °a E E ~ ~ ~_ U 0 7 ~ E v c a1? U c 0 U 2 c `~' J ~ c~ '~ v Y y C Ln, ~ L ' y c ._. n v ~ ~- L S E v b„ c C y -O _ L~ ~ E .LI ~ r+ N ~ ~ U 3 ~ N j~ ~' y v y C ~ '^ > y v „ v n o O c c ~, O~ to r A - n. k ~ U a v ~ o a. v " v ~~ ~ a s ~ c o u ci `~ w O L ~ a i , 3 ' E '~"' W O _ ~. _ ~ . v n ~ U E ~ U ~ ~ ,v C ~ y '~ 0 ~ ~ O v C G O ~ v U_ ~ t °~ U c O' ~ _ ~ a~J C Q m ~' >. O ~ w ~ ~ . G C v c d 7 " C O. j o F 0. .-. `~ ~ v Q G p v 0 C U ~°. W 'O O U y r _ M ." v ~ a E L ~ 'O ~ Y O p ~^ a , .. , + . ~~ . G O L v .D c O ~ o s J~ p n m ~ °' a F t ~ A v o c m on v a s v ~ O c 0 - a== v v n o c" ~, Z ? c 3~ c ~' c v a 2 c c N o . F' o ~ v ~ a N _ ~ v c 3 o s .. ? c > ~ °_ _' ~ on ~ - ° a °- c " - v 3 c t C V: ~ :J= 3 0D ND L N c E " Q U d _ a~ .O - F V ca ~ id N .U+ ~+ 'o ~ :O ~ C U c C ~ v U U V ~ ~> OD C ~ . ° ~ ~ ~ E v ~ c E c y. E c ~ cd .. E r, o ?~ E U v o E~ c U , ~ o ~ o ~ E -t ~, ~ ~ ~ ° c c ,, ~ s o y ~ ~ ~ ., ~ .? ~ v _ ~ v c u `o ` ~ n o c y ~ E v E = N E v ~. 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F Z C m'm a~ E F c :° . W _ e ~ N 1 -.. u n v y G y r y m ~ ,- y y on v .~ a ~; ~ ~ y y ,Q y y R Z E G J O O b0 ~ vO T 0. v v C. ~ C U E N a L 3 .. ~` T v~ ~ ~ R N R C L C G a rZ ~ N ~'.' y C E G p ~ O ` ~ ~+ au, w U p O t :d O ~ r y U O. w a :3 L.. :v >' u 0 ~ U R G` C cCa ~ , n 'R ~ y¢ a C 3 Z v G ~ C ~~ O C N= m° :.a >, cd a C ., . , y d m° ^. ^ ~ a m E a o 0 0 p ~ L c 3 ~ 'o ~~ _ O U u C ~ ?~ O y ~ o v a.>_ R u m cU. E N p R G~ y E j 0 N cd ~."". cd ~ N L v O H O O C ~. 'z R €' O> O 'p E c . E X a ai ~v O~ _ ;, c- R ° v ~ c C _ ° m ,o s ° `° ~ R o L y :: ~ a "o ~ ~~~ °~ n, ~ o o Z cn c ~ v ctl G ^ z y 0 .. ~ c0 H D C FF u y . . y C U) ~ C G y v C cca -~ ~ J a `n R .~ ~ y< C w C~ ~ c E Go -E o X o w Q N~ a w -.yj ~ C v~ 3 v F~° d L v .u. [-• ° " a u ` 2 .O ~J C ~ ~ o~>~ N ~ c >° i w 3 0 c c c w s v - °~ F o ... ~ y .w ~ L v ~ R y y E R ~ U o v s ~ c E w~ E a ~ O U R O z A.. 3 50~ ~ W Z O U " n aM c o.. ~ r y c .~ m~ c >, ' G E y ~ . g .- c_ c y t r c. E~ z s F ~ ~ y R a ~ ~^ E O L U C O O ~ U ¢ _ o y m E cJ a _ J ~ G C O R O `n 'o a 3 "c' .~ w o ~ a G C '.y U~ ~ o o ~ `' D `~-yo "' ° ° y ° m ` ,° ~ N -a N ~ F~ y~ U '9 vi .~- c _ R C .. L "~ _ C U 2 U C -, U O ~ o N s p, rn C R ~ O _ . y C: a~ G C U z i ,C' ~ v a.'~ O ` ` V .+ U U~ G G U C < E ,0 ,p yj :7 ~ y O Z OD v C O cd yL.., 7 vi ^ u J O _ U C. p `- q .E ~ T^ b G v~ ~'., ~ ~^ .. N O` t o a .C ~ z D U O t F R. ~ n y y vi E E '~ Q, 0. L u ~ O '> p Q, . „ , y y `~ o u .. 3 m VZ E c ^ .y. G E w c% ~ ~ z y y 3 u ti =~ y ~ ~ ' ° aai € ~ 9 ~ , m° u o ° n. Z` q ~; c °- C a y G> ..+ E~ ~` CCS L ~.°. Y~ is L n ~~ N _ N > ~ B O G R R .T+ «~ = R y; ~ U - 0 r z ~ ~ U E F0."' ~ G v C ... C U C .y.. E A -" ~~ ~.E C w ~- ~.. C ~ S E C R ~ O 0. O` __ C O v O Z' 00 O C ~' ~« v w ~ L u> ~ U v L J ~. , O ,O y . O. ~~ 3 ;~~ o G C~ N C 7 U d~ z C C G U ~~ y v o >, s ~ T v U R .. y~ p ¢. u v u y o C .~. v C L :°• CD "n O C O t ~ ,^p Z ~ -o °' ~ 3 y ~ . c v .= ~ 5 0 E ~ u i- < =- ~ /: v Z E U ~ ~ N c R y r a y L 3 r N b w 0 E G O N 0. T i D1 b T N A ~ ~ l7 ~ ~ ~ D ~ ~; ~ ~, ~, ~ w C'I O ~ ~ ~: O c~ C - ~ (G C c w s - " n Q' r n s~ ~ .a Z ~- . ~ O _ O O vR, x ~ n~ -. N' .-. a~ _ i N O T w in ~ C "' v " S C ~ ... O' ~ C .~. J O 'a G• fG - ~ R R " y _ O "~ S ^ n _ ~ R o o = _ - O ;n ^ O O r R - ~ _ ~ N m n < R W O< vGi ~ ~ - ? N ro - rn r: c d c - ~ ~ o ~ r. ~ d w ° R c"o ~ C ~ p' ~ S _ =- ='~ `° O n O- ~ :n ~ n '~ y ^ .- y, n J io n ~ N ~ ^ G CJ ~ T w !% O ~ ~ C ^ n ^ ~ J ~ < N C O < ~ O ~ n 4 ~ ~ ~ O n 'Z7 F? ~. R ^ o N . _ R a, N ? - ~- c .u ~ ~ ~ T ~ ~~ ~ ~ R ,,^ ~ o w ~ G O ~ _ - n = J ~ n C '.< ~ n N -~ ~- 6 r. ~ N . °' m "° o . °' to p ~ C% ~ - ^ n ~ O ry d ~7 ' ~ r y C rt ~ ~ A O n `< W S~ m G R^ 7 ~ lD ^ O G. 0 0 a. 'J C~ ^. a? -. i Q. v n C C " _ ~ ~ c~ rro ~ ~ ~ = rt O C O R 7 ~ J] < R O ' ~ !D C - - ~ A y O O . 'T7 ~ R R ~ _ A ~ W -. t . R i ~ ~ C O ~ O o "" ~ ° ~ s ~ ~ O ~ ' s co `9 ~ 3 R ~ - ; a , ~ ~ ~ _ ~ `° O ~_ ~ ~ " ~ F g s n ~' ~ 0 n 3 ~ ^ x c w c f9 .. !1 n ~ e. ~ a y .~', ~ ~ `~ ~ O 3 ~ ~ e = d ~ ~ W < ~p R n T ~ R s ~ R O < n R. ^. d ~ ~ m G ~ n f D . L S - . - R ro R ~ ~ ~ c m v c o ~ . - , C: .+ C S d ~. R O rt n ~ R ~ n R ~ - ~. " ~ ro ~ o rn as~ ~ ~ n y< s ~ (D - ~ s ~ c ~ n ,n R = ~~-' ~ ~ ~ r C^.] lD ~%' N. N d ~ _ l9 S f: ~ S S O io .= ~ a. n v: 'n - - y ~ n = C ~ ~ R ~ < ~ ~ c sn y R in ~ -. tc w "' n ~ ~ m ~ ~ ~ ~ 2 ~ n =. ~ 3 ~ a ~ 0 0 ~ " ~ m m ~. n y ~ C O ~' ~ = oon ?~ ~ is `° ~ m = m n ~ O J C R ~ y '~ c ~ ~ v - _' o _ 4, " ~, ~ o ~ ~ O _ C -n . ~ ~ T? ~ ~ ~ ~ a ? < o - ~ ~ R ~ ?' G ~ v ~ ~ R n ~ ~ u. T~ ~ R. ^ `~ = C fl: O ~ (n ~ ip p Y ~ _~~_ ~ c '~ rc i = ai O ~ m nc n ~ ~ - a ~ s ~ m _. 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R "a~~<nR; R z ~ ti S~ N '~ O y (U G `° n. , ,. ~ ~ r. ~ ~ M ^ ~ n :A ~ W m ~ T o w~ c c o r- ~~ ~_ _ o ~ ~ ~ "~_' O fJ ~ S ..n 0: G ~ rQD y O O `~ .N ~ '-"~ ~ ~ ~ a ~ "' m _=m o co ~ ° ~ < n N m -n _ n c~ c n:~ no - (~ l7 ~ in- iD Q. n ~ D: S ~ 3 - ,- n. c y O r l~~ S y G H O it R ~ y a r N ~ - -Ri ~ n C: vRi ~ ~ ~ ~ ~? ~ C c? c n m n- ~., ^_ O -+- p= O 7 N S __o n ,_~~ f° ~ w W v - 7 ~ ~ _ N ~ s ~" O s R ^ R ~ ~ n n R - - c ~ ~ ~ n _O _~ ~. (p ~ d N O C^il d y p Z O %p' - S -, R ^ n w ~ - < m ~~ O ~<~n_w `° ~ ~ ~ n. ~ o s ~ ~ c: _ `° n ~ R n r c °, c~ :~ ~ F. w m~ c o S S ~ ~ ~ ~ ~ ~ N m ~ ~'~ c rt ~ m !~ _ 'O ~ ~ Q~ ~ R ~ ~ ~ N ~ _O. 7 ~ (0 fD y' ~. fa', n O 00 R ~ O fSD R d ~ A o no'°'c s?; n°~ R ~ ~y n >- ~ cn w m £ tro ~ C O m O' ~ O . n- ~^ C ~ m y~ 'D O S O ? G~ n ~~ n O O fy co n c r. m m uci m `~ J O, ~ S O~ .II _~ C w h io ~ ~' n '-I p y rt< ~ O ~ S C n .p ~nm R S Z.» m Zc O li O O C W ~ ~'1 N 7 n. n ~ `~ .. S G C O R O< ro O .ty = o' O R O S °' n, ° ~ T ~ ~ m ~ ~, - o ~ ~ - j p, N -.~ m ~ O = ry n '.' O O ~ Z' ~ m '3 C_ 'f ~ 3 C R .C.. R c_ J ro ~ 3 c w o0 ~ o 'J ~ ~ °' _ ~ w _ ~ _ _ ~ o - n O n .R.. n f~. v v = w w p 7 S _=~ ~ '~ "' a O R R C n C -7 C x z n 0 0 2 s 0 n W ~L '9 C rho 'R9 a -1 X A x F- a r=~ C7 a F a C J C 0 V x F a c Cam" m 0 F y a U c c 3 0 Q Y U ,~ I-V m A u .° ~c a 3 "J O~ O v~ ~ ai ~ p m~ ~'-' L cd , 3 ~~> 3 ~~ w ` ~ o~ o ~ G Y o c N - m b > `^ - ~ -~ i, ,n U o w U ~ ~ ~ o ~ ~ ~ ~L '- ~ ~ ~a~ ~ O ~ ~3 ~ ~ ~ ~ ,~, a > ~ ~ a ~ oU " ~ c as o ~ ~ o o m ro ° ~ c m ~ y >~ -o ~ ~ ~ ~ C O hq ~ - N a? os y U L op w N a O C ,` O ,a c U cd Q' O ~, ~c ~ ~ bO v v ~ O b U c`0 O j Z N O ~ O . i .... F T 'aO`,. a U y L O U ..+ ~ d O r O . ~ 4 ~ T ~a . ~ ~ ~ C ~ ~ N 4 U `a . ... , N .a c ~ ~ ~ cu N c ~ O .a 'r ~ 3_ N a4 ~ U = U , a ~ o E c U M U 4 ~ o m c E n O ,b 4 ~ y o -o > = t ~ U c a n v E ~ o a E ~ ' ~ -~ ~_ ' c G~ m w V U co r - o ~° C -o U .° ,y Y a ~ ° ~ .. 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G ~ L v C. ~ '1 : L N N Q N~ ~ T 6t . v, ~ C U U C' C U O ~ ^ t <o U~ U c ' ~ ~ ~ = Y 4J Y 4 bq F L O t F- w ~ C O O ~ caw u U y ~ = ~ ~ G v . - ~ . a ~ " L 'D O ~ v C y 3 N v t 4 W p N > > N CL C J d ^ U ~C.. ~ E .-. d 7 U~ al _. ~ F 4 ut+ C E" N ~ v . .. 7 C O u f Y c o g n on :a •- is 3 3 " T '~ y c 4 O pp V 0~ 7 c ~ > y (a w 3 0 3 0 , E ~ 3 . _o 3 c ~ ~ a m - ~ ~ w w :~ n c " u T b E ~ t s [_, .v ~ c ui c o ~ ~ ~ ~ na ~ ~> ~ ~ v U ~ G U y u y~ :^ L ti . y iy . v > a u a o s ~ N 3°~ t~ w E o v J' 3 F ~ ~°. c~ ~ ~ .w.: o a N D o y T N ' N ~ C ~d ` _ ~ ~E°E ~~~ U ~ a ~o~ yb an =~ Cdr m o ~ ~ . o °. ~, Y o y ~ U c ~ ~ ~ .a a. ~ ~: . T N ,9 'C :q ~ o~ i o j U v ~~ ~ ,o N `~-' C ~ o r c ~ b C ... C c_ o . J>~ ~ U o ~ 7 O a °. q ~mTC w a ~° N Y r 3 0 c v am U 2 a4iww ~ ° ~ T rn y~'~ ~ y V 7 Y C ~' ,~ ~ :1.1 p, d P X y f p `. ~' y E .0.: -, E i O m .v '~ ~t > ~ b0 b C N ~ _ tU C T C U 'b ~ C O ~ X! ~ y U L O ~: <a J p 'I ~ O 'D U q J a i O N 1J a' ~p ~ CG to " cd 7 C N _' C ~ ` _ / Y ~./ ~ C > , a L . t0 Z7 N ~ Q, ~ M a N ~y N ~ a ~ C `J N o n > > , c :a ~ ~' Y J o n > " t ~' N o ° =% n. .c ~ o o ° v ~ ° w a o j c o ~ c 3 c , ~ ~? `° > ~ a~ y ~ ° .N ~ ~ ~ a c ^ 3~ a ~ O ~ % v ~ w . n ~ ~ w ,r ~ J 4 ~ ` y y y ca D C~> N c'a ~ O~ J w ~ ~ c c ~ ~ :~ " ° c " ~ _$ ~ o ~ .~ 3 c a an v N c d c o o ~ o Y~ 3 v o ''~ G ~ 1 ^ (n L '~ eJ _ a N Y O u v y `n _ 'p 3 - J U `~ ` ,a N y : . G. oD L v; c0 _G' 7~ i-. y Y %:: U :~ Y t p U O si . G N~ O N_ w ` O~ L V U n ~i^3. > U C > y C O .v.. ~ J N v C~ o U T '9 .s.. L+ O C ~ C ~ ~ .p v; c> G y y O t v U ~ U~ V .f ~ ~ C L7 ] N W _C « '"' C U O N 4- CY . `" k c CSC.: F y c C 4 > - ,a 3 y C C O OD N n, ~ .: N V ~ ~ TJ . C C G . ~ . i U E a s o ~ N o S Y Y' U~ c~ ~_ N v. ~_ r u U ~ a 7 W N f ^y W N n N N ~ w cn ro y - c ro ~ ~ ~ io ~ W 2 C n ~ d n ~ M ~ C ti n w W - ~ 4. ~ rC ~ _ Q ~ S ~ ~ < ~ - ~ O o - C~C rD ti = N '~ O. ~ c ~ ~ ?; ~ ~ ~ w ~, ~ ~ W W W r < W~ !; io ti O w ~ ~ d = d. p '~ ~, r? an ~ y N ~ S rf D., ~ w `~ o " 3 r. rro n C ~ N - n to ? - C r^o N 6. n ~ ~ G. ^ ~~ ~ n ~ G o m w !D '^ G ~ ~ to n G. a ~ ~ ~ ~ n ~ c w C ~_ y '~ ~ n CCa ~ C '.ten ti F - Q. rt ~-' O ~ W v fro ~_ w n 3 c,0.o~ n X ~+ ~' S d n ~ ry ~ y n ~ m G. ~ O d -~_ o ~ y W ~' S ~ n. ~ n. D' ~.-1 ~ G '~ ~ n S .~. ~ H n G < O.. n :° _ ~ ~ R W p ~ N W c -o -o ~ ~ ,~ w~ ~ ~ £".. n .ni ~~. Q: ° .~, o w ~ ~ ~ c rc ~ ~ ~ ^o a d s °l ~ - O n .. y rt lD ~ n w ~`` - .. .. ~ C ~ `< ro w ran w s ~ p ~ G, v^~ w - C, p ~ r- W ~~ n O fl. ~ n W a' G- y .-. ~ - ~ C J C O. O - ~co n ~ ~ ~ ~ o w w ~ ~ ~? ~ o „ ,o m ~, ~ ~ ° ~ a F ~ v. ~ S ~ . . n ~ p iD W ~. _ ~ O _~ v n ~<.~ 2 ~ "' __ N v n n n G n ~ n ^ O tS> W O !~ .-. 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(D ~ ~ ~ (7 W w n a O ~ ~ ~ n n _~ '~ C n ... `f i '~~ ~ x O r"po w ? ~ ro ~ o m ~. o ~o v ~ n n o o w o ~ vo io ao ~ n ra = n . y ~ ~ n l9 < ~ ri n ~ _ ^ G QO S ~n O C_ ^ ~ ^ ' G D- W v, G S O^ Oy N 7 m ." , j - m ~ ..J S w0 O ~n d W y C <~ n T Z ,~ x y SJ CT " D ~~ ~ ~n n ~ ('~ D N a ~ y C '- ~~ 7 .-. n tfD. n p ~ N W ~ ~ 4. ~ n w C O ~ R co ~ ~ ~ ~ ~ as o o ° m m ° Q. .n~. 5 ~ ~ ~ ^ - W ~ ~ ~p ~ ~ d .~ ~ N .w.. p ~ n O n '~ w N o ~ c G S . w ~ ~ ~ n ~ ~ ~ ~ ~ c o ~ o ~ ~ ~ ~p b 5 ~. ~. ~ ~ y ~ a ~ C ..; a ~ ^' io ~~ :c v+ W a m ~ ~ ~ n c c %o o°° o ~ o Cn n (/~ tD b 'fl f - O o ~ ~ D o n. ~ n ~ ~ - p ~ _ ~ `9 0 0 w ~ 0 n n; ~~ day ~ D cn cn ~ W ~ ~ _- ~ -1 w - --] ~ - ~ .n. `' n io ~ 3 ro ro n ~ °' 7' . ~ ~ n n n 0 ^7 ~ C =~ n .~'.. 3 l r 3~~ S i> n ~ ` O<~ ,n,~ v '7 C '-h d~ m O to O ^ tD S p y n O J =~ cni =1 0.. _ 0 '~ nyi 7 rt ~ p :/ 3 v ~ N ~ t `v ~ N F ~ ~. d '_' n O d O n. ~ °: 'o f ~ v w ' ~ ~ ~ O- w- 3~ ~ o ~ `" °: n ti w ^~ ^ ~ o n~ rr n ° ° t J ~, o s v w ~' c9 rdo ° to ' 'o m ~ .n ~ O v %~ ~ ~ a ~ a - ~o ° ~ cA `t ~ _ o = n ~ ^ ~ ~ s o w . . y _ ~ ? n 7~ o o iv i a w O fE ~ , y S 7 vi n~~^ . 3 7 N V: C p~ ~ D S [n v, rp rp "" o ov N e w ~ O - G D- O :/) n n ry 2 ' ~ v' ^~ ^ S a ~ ~ °' n y ~ n ~ cn 9 fD it n G O N y (D S 2 . = to ~ ~ a O t5c 6. ~ a ~ ~' ~ ~ ~ ,~ y ~ ~ ~ 0 3 j N ;, y o ry n ~ ~ C ~ n ~ o .p -~ n 'p n G d Z S n n O~ G w - n O 0 = O _ ~ Q' s h- ry ~ ~ C z S W ti N ~ ^ ~ 3. ~ ~ w y i1. ^ ~ =~ n~ c ~ 3 W 3 ao m ~ W ~ o W y n ~ 'o ~ ~ n m $ ~ °-' r~ o a w g o ~ U o- o -, io ~! ti ~ 7 S n ~-7 ~' ? 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ID n ~ d n 2 O d -I b d ~. --J x n 0 y a -~ t d A N X x7 C a x F `v a v u h u.l G` F a v 0 2 u K x F E a c v V w a F a c= 0 2 G V ~~:~b W c ~~ T~ U 'O _ C1 O ~ ,d y C y ~ C ~ .U G (00 U L V ~ M y O. «. o~ a~ E .. ~ y v y c c 5 z a`i $ o c3 aa~ U ~ O a C b ~ C '~U, L 7 0~~ C :7 G Q~ u .L ~ cd O~ ~ C ~ E~~ v O U w J O R O F^_ ~ `=- G~ l O~ ~ o C -, O N O c°i a p U~ 3~ v v c ~ ,n c 3 :a ~ v~_ c ~ ~ n o c n ~ N L o ~ c b w° ° c ~ ~ `E _ ° 'v' N 'r° `c° m ~ 3 ~ ~~~ >,,~ ~ a b~ ~ ~> a o v n.c ti o c O .-. a oD - L _ b G' '~ -O O ~ O U '_' rn -.-. > C ... :d O O S 2 C U 0 0- "" U ~ ca m ~ s n c -r ~ ~ '~ ~ v p ~ ^ E a o a> v 'v ^ 3 c op - o c c m t c ~ y -o -o v y m a ro ~ `"~ m o ~ E ~ ~ ~ a ~ 3 0 ~ ~ `o D c° ~ ~ , o c ~~ L N U .. ~ C U ~ '~ U v N L _' C" ~. ~' L O O aCi `O E N ~ C :y 6. v R -Op ~ C~~ v C w ~ R E a, c `o ~ on ~ ~ ~ ~ ~ E 3 a Q~ ? a~_ s r o y a ` °~ v c~" c oq v~ rn ~ o c ~ ~ E c ~ v c ~ °' E^ o s~ ~ u ~ a. c y t c c au v an '- ~ v y v c o- s 'n E 3 c ~ ~ - ~ ;a ~ v y ~ ro L'U O ,w, 3 v - op is rn a~ u <a vvi ~ > - c0 `o E ^~ c ~ o a~ c¢ fl. 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'~ ' w ao ~o w ~ ~ . ~ h ~ o J cn n -~ m ~ ~. _ 3~ o io N o~ N ~_ cro S o a~? v ~ n. ~' ~ ry c y '9 io h ~ .c m N N ~n ~ ~ ~ ~ ^p ~ - j ~ O i S ~ `/~ ~' ~ ~ io can ~ ? N X ao O n. S ~+ co - y ~ n. ~ ~ ~ fir' y p' _ ~ = .-. ~ ~ O ~ y ? p ~ ~ . 4 n ~ "~ . m , ° :n ~ c c . w ~ V~~ ' ~ y ~ ~ - - '2 ° c n. ;,; -o ~ O ~ . o ~ h = ~ ? 0 3 p - w _ w ~ !ro ~ ~_o _ 'c r o ~ ~ o '~ ~ ~ B ~ ~ w .. ~ _ ~ ~ _ o. ~ f D ry w w w ~ w . ~ , ~ 'o ~ 'o ~ - .. i, < ~~ w °, ~ ~ rt :" v ~ N r ~ R ~ `G O ~ j io .~ co ~, ~ ~;. ,~ O D ~ O w ~ < ~ ~ ~ w ~ °~ n " io in ro ~ ?'. ~ n , b _ _ i ao m ~ o ~ w~ ~ ~~ ~~ O r 5 O S w rt n~ G, ~ O ~ ~. X Cj CJ ~ J J ~ ~ . w _ _ ~ ro ~ ~ ~ ~ 'v 3 ~ ~ ;, n. _. f ~ ~ ~ a S cD 0 ~ ~j rn rp r. C_ ~; .~ .~ - N ~ ~ ~ ~ .. C rt O. (~' O O w r n .. O ~' r. ~ v+ C - r G ~ ~ _. m - ~c = -Oi It O r0 ~ < d ~' _ O N ~ ro G mow.. ~ ~ ~ ~ 7 !D - d <o ~ c C G ~ ~ O ~ 'O N d f n (o ~ s .- _ ~ o ~ 7 n C a ~ ~ o °' a i ~ ~ ~ ~ ~' S O .~. lD - +~ .O ~ C .o a ~ ~ °~ o ~ S . d ~ ~ = y N N ... Q' ~ s ~ ro ~ ~ , tro ~ c [D .~- .- ~ n ~ a F a i ~.O ry ~ ~ ' S ^ w ~ w [ c+ C ~ W ~ =_. < ~ i ~ ~, o ~ ?o ~ ~ ~ rn r _ vi d ~ ti ~ ^ ~ ~ m O ~ d n i ~ ~ C n < C ~ ~ n ~ ~ c w w o ~ c ~ ~ ~ ~ _ ~ ~ '~ O Al 7Q .~ y = ,D ~ . •. ~ Z W TJ ry ~ ~ '_' `G G C ~ ~ c ~ c. . c_ v p - c Z Y _ ~ ~ ~ ~ ~ w w ! ~ ~ a c o ~. O m m .., -Oi n 0 2 n O A -~ O H n rv -.~ x x F v a y F- E y a A L C Y C O 2 C ~.± ~O tC C N ~ € ~ > 4 S ~ ~ E N 'G L O ` cd :O _ c" E 3 ~ Y- 3 c y~ ~ ~ ° '7 p in 'O .^.. U L ~,L c y~- c cL' N C'D~~~E.`°.sYc C O . 3 c .E a y ,v `~ 30 `v .~ y r ~a ~ ~ E v ~ ~ L E ~ v_ `m y` Q .O O" O L U 1~ ~ C E O vyi y c°c >~~ w °' b .'° L m O N N y E ti C~ U C O O :a B O O yO `~ L ~' O :d U '7 ~ m~~~ ti C t G. O s Y a E _3 ~~ v o R y U L c O o- J G L V ~' ~ ~ O vC ~ > ` .. O TJ u_ ~ r = y _ CO C _C ,O = R E~~° 7 L O C Y C :a E U O DO _ ~ L y ~ U '6 ` G O L C .v, w C A 7 Y ~ v~ o ~ b~~ y~° »3 ~O a ~ ~ Q 3 a m _ ~ bq O C ~ C ~.-. C O ti O O ~ O b ~ L C G a> vi E' L acOi C a~ ~v CYO H O C ~+ c w O y 3 O d N O :d U O U : T U y ai E W a> ~ U 'o C~ ~ c a~ a~ a ~ y o ~ U_ E w -p a~ ~ q Y m ''-~ j ~ ;d ,o U ~ O ca O~ Y G 'D ~ ~ U C L y~ cd L L G v :d COL C R y ~ L O ~ -C U_ i O J y C' O ~ ro '~ ~ U ~ ~ N vI VI N E~ Vi V O .-. U p y~ h~ ~ O O ` ` ~ ~ N C Y~ c N b N._ io C U ~ .^ v O L ~ y. O '~ ~ y N N 7 N 7 '~'~ «U. ~ J O 'S N 'w - tO U" E Q Y- ~ C ~ ~ C y Ll. N ~ ° y - ' . ~ C p U ~ c V~ ~ 'O L C 'O C CJ ~= 6! F 'Y E p O .9 °- G ccd ~ ~J .. O ~ N Y O aOi ~ F C !~ 'O Y N ~ p O E L . U ~ O r R L N U E O v d N U~~` 'O 'O L .C ~' - C C O.>_ O L O .. 3 0. ~ ip rYi~ p `~ O ^~ ~ a~~ ~ ~~ o R b~ ~ ~' v v ~ _ ~ c ~ c~" ~ = n ~ n v n,.E m ~ ~~ E . y c b ~ °? c ° a i 3 U O :0 . E ~ L ~ R E ? c E 0. 7~ C O (` ~ 7 C "O ~ M.~ a i, L ~ ° ~ N N O ~ ~ ~ L 'x U Q ~ U ~ ' Z' ~ ` :n c 'Y - U N ~ N Y C u Y T F" U ~ > S , 'D 7 = ~ '= ' ~~ a 0. F c ~ s -o ~ ~~> y U O ~ J- :° U C L N n y ~ L O ^ ~_ y O> N ~ v . ~ U Y ~-" ... E aJ N, p L n. C ~~ Q ~ ~ Y N ~d ~ N R a t R v v R T'p t ~ C y E q c ca 3 t v T ~. j r - U ~; L L 0. -~ :: 3 m. e d ~ _ ~-- C <E O R E L .c C N .... n -~ Y- >' `~ L v ~ N .~ o a .. v v N U ~ y p v N C C v ~ C y~ O .U.. .CY. .J ~ ~ N - m i C ~ C a ~° o~ x 'D Y ~ ~ N v,° v Y E C ~ % s m o u -- o E V ~ . ~.~ v m c W- ' G v %n C W~ L v~ c a o ca 7 c C ~~ o J L C c 0. ti a U -j = o. ~ cw x N Z N O ,_ ~ E ro r E v :° ~ E o °. y E o ~ E= ~ 0 3~ , ~ .- "° ° o a c°+ y~ c n M ~°~ c ~ y~ v Y o c ~' o~ c~- v v- O :d ~ G Y ~ ~' N v o ' ~ ~ N V L C U V 0.- td F` L ~ , 3 E :: E R C L n L E ~ C CO s z,` CD v 9 Y E~ .D O t '° ... ,. T ~ ° C `~ v~ 4. ' C 0 ° y N i o C J N T ai E L N io c1 a~ ~' ~.. O .'~. 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M CyD G1, G R w t m m: a w ~ V ~ ~ a, o ° ~ o ~ a a , G = - a ~ ~O. ~ .a ~ ~ ^ ~ 0 ~ m r, ~ ~ ~ ~ ~ ~ b O Q G ~ "3 N ~ p ^j 0 Q ~ rt CS SD -~ C y ~ ^' ~ n G 5 ~ '~ ti ~ ~ = ~ m ,n ( "' : n o '3 '~ ~ ~ ~ ~ °' ~ ~, ~ o rc '~ a < O C ~ v, ` o G? G ~ fp G ~ n ~ ~ O ~' C ~ y~ n y O J A d a 7 y n~ '~ y ~ - = w - C n G c 'rte'. O C G - ~ o ~ ~ ~ `D y e y ^ ~ v ~ ~ o, ~ ~ P- O '~ O n O N ~ ~ G ~ 7 p ~ ~ , C ~ G ~ W G. .o ~ ~ n Ns-pro .- = - -~ ~r ~ F~ m] 3 ~ n ~ ~ . F y ~s" 3 ~ G~ = G~ ~ ~ . c~c G ~ N. O y O n S H rt ~' rn O ry h. ~' ~ 'n' S -yi ~- ^ °. p, o p~ =~ O' <. p N. O G y C O' O - v, G G d ~ b C~ 'n y ~ .. `~+i G n 4. C J< ~ .- _ ~ ~ 5 7 m G C O t i 00 ~ W O y O R ~ O ~_. ~ ry (~ G C ~ ~ " ^ - .+ O ~ n Z7 ~.. ~ F' ~ m w O '< ,:.~ ti ~ ' = O~ y y C J G G .~ N' N ,~ . - "b C O ", ,O O ^ O r: r f0 ^O p N _~ p O N Q. Z7 c d O ?> N v » 'JJ -"". ~ O ~' W ~ 1'03 O S ~ A '~ tD O .~'~ rwn O O w -n O - ~< ~ O 7 w 0 _ a o a G G~ g~ ~ m s? .-. n c~~ p ~ y o°~< G. H o C p ~ y N w ac o ~= rn w u N~~ ~ `~ a ~' ~~ S O ry G G ~ ^ ~' ~ ~ r' n= n m < O G H ~ ~' < Q O y ~~ O Oo ~ n = H O G: `-' o. °' ~ ~ = F ~ ~ '~ ---~ O ~ ~ ~ c/ ' O ~' --^, ~ n ~ v O ~ C ~O a r' G m ~ -. ~ n - -`n = O '~ ,D V``l ~ .~ b L G ~? '~' O :. ry G r S ~ S ry ',~ C ri a n" O .n O~ W _ ~ ry p y O S O Q '_ ~ "C7 y p ~ `. - ~ N. ~ y ~ O `(p !. G 7 C Q. ~ P~ W ~ 7 ~ ~ " ~ ~ . ~ .,..n' ,n O' y ?' (9 O 5 O O o -~ ~ O s '~ •< ~ d ~ to p, N O ~' - C y r ~ = w ~ ~ ~ ("1 n H'Y''n ~ O - O~ s W `' O J' .- O ~ O W p~ N y~ (D iD " O ~ ~ r: N ~ i O 'D ~ d N C ` v, O% < O ~- ~ ~, ~ O ~ y ~ , r ~ : ~ _Q. N ~ O. = n ~ fD r. W y' v~ ' O ~ ~ (D ~ '~ tp ~ ~ ~ ~. G ^ Q. °~ ~ < n 7 .n ^n n O O io ~ ~ F n ~ y T ~ro p .. io 'p O 'O W ~ O - a m °. n d ,-. `~ ~ r C -ry, ~ _ :c G. r. ~ ~ °' 7o S ~ - _ ~ C ~ .o . G a °' ~. ~ e t=o ~ p ~ :/: ro m '~ _ ~ o ;~ s~ ~ - - s ~ ?; __ ~_ n G G ~ ~ N N c r... ~ N ~ A ^ ~ `° G ~' 7 ~' ' O ~ 00 ~ ~ ' .y=. J O G :c .r'n ~ y '~ ~ n .: ~ s v, v i j n. " ~ ~ C~ p ~ n ~-~ v: rt m o w rv =. io 7 O io d ~ r?D O v G ~ ~ G y .~ ~ N. ~ -~ ~. ~ ,-- ^ O _ ~ -~ ~ rn _G O N ~. ~ n G ac o- n ~ ' o ~ ~ ~ ~ ° o ~ w ~ . ° ~' ~ s c o co n. ~ • o ~' ~ , ~., -' ~ ~ y . . ~ - d O ~ ~ G~ ~ ~ G ~ <y ~ n ~ ~ ~ G.D ~ ~ i y ~ ~ ~~ ~ . r O n ti ~ _ = w '~ a ..n _ ~ ti ~ - o G.o ~~ w ~ _ ~ ~ a '~ y t~ - r O .-. ro ~ - ~ io -+~ O ~ '9 _ C O G ~ n ~ o J ? 'II O~~ O 9 y.. < G F' <~ ~ y W X < p t D y S .~ ~ ^~ ~ .,J r, G n -Oi tD G. ~ ~ n ( 'J C.. .: "' (D ., - _ ~ ~ - l'J ~ 0 z n_ O n H d y .~°'.. b K. -j X n 0 2 o' 0 C7 0 b -~ D m m b ""3 X ~' x E- E d A v [Y C a a v C C U C O U C X (. G. N C7 W a ~ U U t G :tl C C L N = o .. E ~ 3 .n a y y ~' y O~ O C R <«.. > a~~ v o'o c o c V y y C L U W ~ L -° _ U t C C U~ cO > t '~ VV,, L t O y c ° = ~ 3 ~ c . ~ E ou y U~ C y u y y~~ ~° s a N t t 3 E c M y ~~ y~ t"' U U '~ y ,., y~y~3 v_~ y~ .O N b O G v ,C O n v y~ ~ 0 0 c v y n. ~~ E °D c C C ~ > :a =_ ~ O ~E 'o U~ °~ y~ E E c y ~ Y C` .° ~ 0.~ X oll C v, E~ a~ y o ~ ~a y y Eo~~~~3:e~~ ~ E cJd T U O ~ ~ ~ CJ u N ~~ ,:+ a (d L C s 'p = G '`S U Y O y ~ ,u y Y V E E N ~ ~ ~ ~ 'aJ a v p ~ ~ d. ~ ~v ~ s~~ ° y y u L u 0 r, C_ r' ,,V C p n v O y j ~ ~ 'D -' = CD 3 y cd j .~ ~ O t O '~ C y~ y~ o~ N N E s c ~ y 7 C N C y ` T 'n C E y ~ CC3 ~ t L r 7 CTO j C~ y U rN., U "O ~ E y° b c >, c a> , o ~ C -~ M u L °~ ti ,~ C l 3yNy~~~N = T. G :+ Q m O :o O C R ~ j y N p v W ~ V U L O~ N C ~ y y a Y y °' ~ N~ c 3 c =~ v O U ~ d ~ U~ N _ ~~ U U b u C C y U ~' ~^ o.. E"~ w E y E o 0 O W 4 ^'Q " ~ U . y _ L d ce m ~ y .y.~ ~ =^~ a~i ° '~ v ~ N ~ ~ E v L N ~ cO G ~ X ^ y O U N~ ..+ C. ^ O y ,Q y N m .,u ,.^ v y y v v c3 m-~.. 3 .. V C O a' ~ ~ y y j E 5p~ .. ~ ,- G N ~, E n ,- E m y y m cn .. 3 a~y.. y 1] y ~' ~ ~ 3 wL 3 ~, ~ G T U y N C C ~ ^ ° ' E n.R ~~ 3b.E~ >, y C '-~ ~ L O ~~ iC ~ ~ T C O G :" 1 G O v m a 7 'O u ^' n 'O m a w f' i ~ y~ V L > C y O v: 7~ G 7 4 v 0.;d ~' y v C v~ C ~ "- C ~ 'D O C= E G 'D L O U ~ G L ~ '~' O R S y ~ U C. y C C U U :j a G C O U w ~ G u ° a ° ~ J V N G O ~ ~ C O L1 u L O y U -~ ~ U tV L o- L a~ U U U t ~ 3 ~ G O o G 7 .. cd -° y y m ,D 0 0 C U C ~ 3 ~ y E t O C O -~ GP L C ~, °o E W L O - C = y o U V V O C ~' ~ ^ u L C ~ 3 y .~ Y y ~ ~ ~ N R ~ ~ ° ~ C O' c a E y s E ~ E a U ~ y ` .~. o D °' ~ ~ .~ ~ C U > c m E L y fl, E ~ ?~ ° E ai c 0. ~ ~ ~ O p t 3X E.a= ° cn v ~ v v v ~ c E_aa c ~ ~ ~ i U ~ v u C y u w c a. E ~ o C ~ v t aXi O > - C. .~ G 7 TJ N ~ E vyi y C N - ~ O t0 :r- C ~ .L.., y L L ~ ~ ~ v .° E v` p N .n u v ~, c- N~ n. ~ N ,o a Q o F ~ 7J E y T ~ L L 3~ A y N 7 d~ 1 L ~ E M ° ~ m .~ E oyn 6. 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Page 1 of 7 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 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 2 of 7 For projects lasting less than one full quarter, a minimum of one sample shall be collected, provided that a storm water discharge -., occurred at least once following submission of the NOI or following the date that automatic authorization was obtained under Section II.E.2., and prior to terminating coverage. (*3) A grab sample shall be collected from the storm water discharge resulting from a storm event that is at least 0.1 inches of measured precipitation that occurs at least 72 hours from the previously measurable storm event. The sample shall be collected downstream of the concrete batch plant, and where the discharge exits any BMPs utilized to handle the runoff from the batch plant, prior to commingling with any other water authorized under this general permit. 2. The permittee must compare the results of sample analyses to the benchmark values above, and must include this comparison in the overall assessment of the SWP3's effectiveness. Analytical results that exceed a benchmark value are not a violation of this permit, as these values are not numeric effluent limitations. Results of analyses are indicators that modifications of the SWP3 should be assessed and may be necessary to protect water quality. The operator must investigate the cause for each exceedance and must document the results of this investigation in the SWP3 by the end of the quarter following the sampling event. The operator's investigation must identify the following: (a) any additional potential sources of pollution, such as spills that might have occurred, (b) necessary revisions to good housekeeping measures that are part of the SWP3, (c) additional BMPs, including a schedule to install or implement the BMPs, and (d) other parts of the SWP3 that may require revisions in order to meet the goal of the benchmark values. Background concentrations of specific pollutants may also be considered during the investigation. If the operator is able to relate the cause of the exceedance to background concentrations, then subsequent exceedances of benchmark values for that pollutant may be resolved by referencing earlier findings in the SWP3. Background concentrations may be identified by laboratory analyses of samples of storm water runon to the permitted facility, by laboratory analyses of samples of storm water run-off from adjacent non-industrial areas, or by identifying the pollutant is a naturally occurring material in soils at the site. Best Management Practices (BMPs) and SWP3 Requirements """`~ Minimum Storm Water Pollution Prevention Plan (SWP3) Requirements -The following are required in addition to other SWP3 requirements listed in this general permit (including, but not limited to Part III.F.7. of this permit): 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 4 of 7 batch plants authorized under this general permit must be developed, maintained, and updated. '~ Sampling Data - A summary of existing storm water discharge sampling data must be maintained, if available. Measures and Controls -The SWP3 must include a description of management controls to regulate pollutants identified in the SWP3's "Description of Potential Pollutant Sources" from Part IV.B.1.(a) of this permit, and a schedule for implementation of the measures and controls. This must include, at a minimum: Good Housekeeping -Good housekeeping measures must be developed and implemented in the area(s) associated with concrete batch plants. Operators must prevent or minimize the discharge of spilled cement, aggregate (including sand or gravel), settled dust, or other significant materials from paved portions of the site that are exposed to storm water. Measures used to minimize the presence of these materials may include regular sweeping or other equivalent practices. These practices must be conducted at a frequency that is determined based on --_ consideration of the amount of industrial activity occurring in the area and frequency of precipitation, and shall occur at least once per week when cement or aggregate is being handled or otherwise processed in the area. Operators must prevent the exposure of fine granular solids, such as cement, to storm water. Where practicable, these materials must be stored in enclosed silos, hoppers or buildings, in covered areas, or under covering. 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. Inspections -Qualified facility 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) must `~` be identified to inspect designated equipment and areas of the facility specified in the SWP3. The inspection frequency must be specified in the SWP3 based upon a consideration of the level of 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 collectionlcontainment 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 6 of 7 structural controls and implementation of management practices) must be evaluated to determine if they are effective and if they are -~. implemented in accordance with the terms of this permit and with the permittee's SWP3. The operator shall conduct a visual inspection of equipment needed to implement the SWP3, such as spill response equipment. Based on the results of the evaluation, the following must be revised as appropriate within two weeks of the evaluation: the description of potential pollutant sources identified in the SWP3 (as required in Part IV.B.1., "Description of Potential Pollutant Sources"); and pollution prevention measures and controls identified in the SWP3 (as required in Part IV.B.2., "Measures and Controls"). The revisions may include a schedule for implementing the necessary changes. The permittee shall prepare and include in the SWP3 a report summarizing the scope of the evaluation, the personnel making the evaluation, the date(s) of the evaluation, major observations relating to the implementation of the SWP3, and actions taken in response to the findings of the evaluation. The report must identify any incidents of noncompliance. Where the report does not identify incidences of noncompliance, the report must contain a statement that the evaluation did not identify any incidence(s), and the report must be signed according to 30 TAC Section 305.128, relating to Signatories to Reports. The Comprehensive Compliance Evaluation may substitute for one of the required inspections delineated in Part IV.B.2.(c) of this general permit. Prohibition of Wastewater Discharges Wastewater discharges associated with concrete production including wastewater disposal by land application are not authorized under this general permit. These wastewater discharges must be authorized under an alternative TCEQ water quality permit or otherwise disposed of in an authorized manner. Discharges of concrete truck washout at construction sites may be authorized if conducted in accordance with the requirements of Part V of this general permit. 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 II.E.1., 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 shallow pits, temporary storage tanks with slow rate 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. 0 o O 0 o U a ~ H C7 ~' W Q ~ a N M ~~ s Q V/ W fs, U H W H U z 0 O v N .~ r d ~ O n ~~.. L ~ o C w, ~ L X n~ d ~~ ~oano ~'C ~ Nr~n r EmN ~X~ ~a5i dmc w+~ ~ W~~ ~L ~ FdQ Q ++ W C 7 0s ~ ~ ~ Q a ~, ~+ H L _~.. 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Q ¢'~ U).~ ¢ J Cq Q ¢ ~ (lj ~ ¢ ~ (A Q ¢ ~' ~ ~ Zu. ~V_ p ~ ~, `~ ~, "' ~ W . ~ n'~ ~ ~ W ~ m J H r ~ W W~ m d y ~ W ~ `~= -~ m Q- yo °~'f ~ 2 ~ ~ ~_~ o Q 0 a 0 0 m O B e d 0 w ~' M P~N APPENDIX N SPILL PREVENTION PROCEDURES /CONTACT NUMBERS 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. Manufacturers' 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 also be identified and removed or repaired as necessary 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. Reportable Quantities Ouick Reference Material Released to Reportable Quantity Engine Oil, Fuel Hydraulic and Brake Fluid Land /Water 2~ Gallons Visible Sheen Battery Acid Antifreeze Gasoline Engine Degreasers Air /Land /Water 100 lbs Refrigerant Air 1 lb SPTLZ RESPONSE CONTACT NUl~!IBERS: EPA NATIONAL RESPONSE CENTER (800) 424-8802 TEXAS COMMISSION ON ENVIRONMENTAL QUALITY :(TCEQ) STATE OF TEXAS :SPILL -REPORTING HOTLINE (800) 832-8224 Spill Report Form LOCATION OF SPILL AT PROJECT: Date: Time: Regulatory agencies notified (date, time, person, agency, and how): illed: terial s M p a illed: Quantity s p 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 O DEFINITIONS Appendix O Definitions 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~/Iwww tceq state tx us/compliance/field ops/eapp/mapdisclaimer.html, can be used to determine where the recharge zone is located. 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 Brock Environmental Services March 2008 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 March 2008 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. 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 Brock Environmental Services March 2008 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 injurious 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 (RUBLE). 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 March 2008 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, sandflats, wetlands, sloughs, prairie potholes, wet meadows, 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 ~ 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 March 2008