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2008-009 (4)
W SECTION 1000 W WATER AND SEWER UTILITIES A. Water Utilities The water utilities for this project shall be constructed per the "Indian River County Department of Utility Services Water and Wastewater Utility Standards," dated 2006 or latest version. Payment shall be made per "The Summary of Pay Items" as shown in the Plans. Relocation of existing fire hydrants shall include the cost of all pipe, fittings, thrust blocks, retaining rods, trenching grading, and incidental items associated with relocation. The base of the hydrant shall be set flush with the proposed grade. B. Sewer Utilities The sewer utilities for this project shall be constructed per the "Indian River County Department of Utility Services Water and Wastewater Utility Standards," dated 2006, or latest version. i Payment shall be made per "The Summary of Pay Items" as shown in the Plans. C. General 1. Contractor shall construct all water and sewer lines as shown on the plans and as required by Indian River County. Fittings are not to scale and only indicate the general configuration of the assembly. r 2. Contractor shall furnish all necessary materials, equipment, machinery, tools, means of transportation and labor necessary to complete the work in full. r 3. All work shall be completed in accordance with the plans, the Indian River County Water and Wastewater Utility Standards, latest revision, and the specifications of this project. In the event these specifications are not in agreement with said standards, the most stringent specifications shall govern. • 4. Contractor shall provide maintenance of traffic in accordance with the FDOT standard indexes. Work zone requirements shall be coordinated with Indian River County Public Works Department. 5. Contractor shall be responsible for the layout of the work, as -built data and for providing as -built drawings to the County. As -built information shall conform to Indian River County Utility Department requirements. 6. The Contractor shall restore all vegetation in kind. C-7 W r^ 7. Deflection of pipe joints and curvature of pipe shall not exceed '/z the manufacturer's specifications. Contractor shall securely close all open ends of pipe and fittings with a watertight plug when work is not in progress. The interior of all pipes shall be clean and joint surfaces wiped clean and dry after the pipe has been lowered into the trench. Valves shall be plumb and located according to the plans. • 8. All phases of installation, including unloading, trenching, laying and backfilling, shall be done in a professional, workmanlike manner. All pipe and fittings shall be carefully stored following manufacturer's recommendations. Care shall be taken to avoid damage to the coating or lining in any D.I. pipe fittings. Any pipe or fitting which is damaged or which has flaws or imperfections which, in the opinion of the Engineer, renders it unfit for use, shall not be used. Any pipe not satisfactory for use shall be clearly marked and immediately removed from the job site, and shall be replaced at the Contractor's expense. �+ 9. Shop drawings for all materials and appurtenances shall be submitted to and reviewed by Indian River County Utilities Department for compliance with contract documents. No work is to begin until shop drawings have been reviewed and returned to the Contractor. 10. Water for fire fighting shall be available for use prior to combustibles being brought on site. 11. A ten foot (10') minimum horizontal separation shall be maintained between water mains and storm drain, sanitary sewer and force main lines except as shown on plans. r 12. All utility trenches under pavement shall be completely backfilled in accordance with the specifications. 13. All existing underground utility locations shown are approximate. All existing utilities shown are located according to the information available to the Engineer at the time the drawings were prepared and have not been independently verged by the Owner or the r Engineer. Guarantee is not made that all existing underground utilities are shown or that the location of those shown are entirely accurate. The locations shown are for bidding purposes only. Finding the actual location of any existing utilities is the Contractors 40 responsibility and shall be done before he commences any work in the vicinity. Furthermore, the contractor shall be fully responsible for any and all damages which might be occasioned by the Contractors failure to exactly locate and preserve any and r all underground utilities. The Owner or Engineer will assume no liability for any damages sustained or cost incurred because of the operations in the vicinity of existing utilities or structures, nor for temporary bracing and shoring of same. If it is necessary to shore, brace, or swing a utility, the utility company or department affected shall be contacted and their permission obtained regarding the method to use for such work. ZJ 177 to N 14. It is the Contractors responsibility to contact the various utility companies which may have buried or aerial utilities within or near the construction area before commencing work. The Contractor shall provide 48 hours minimum notice to the utility companies prior to beginning construction. A list of the utility companies which the Contractor must call before commencing work is provided below. This list serves as a guide only and is not intended to limit the utility companies which the Contractor may wish to notify. • Florida Power & Light • Indian River County Utilities Indian River County Traffic Engineering • BellSouth Comcast • City of Sebastian • Florida Gas Transmission 15. Contractor shall be responsible to obtain all required construction permits and bonds prior to construction. • 16. Contractor shall have available at the job site, at all times, one copy of the contract documents including plans, specifications and special provisions, copies of any required construction permits, and a copy of the Indian River County Water and Wastewater • Utility Standards, latest revision. 17. Any discrepancies on the drawings shall be immediately brought to the attention of the Engineer before commencing work. No field changes or deviations from design are to be made without prior approval of the Engineer. r 18. All copies of compaction, concrete and other required test results are to be sent to the appropriate site inspector/engineering department and design Engineer of Record directly from the testing agency. 19. Contractor shall be responsible for submitting to the Engineer, five (5) certified copies of the as -built survey by a Professional Land Surveyor Registered in the State of Florida depicting the actual field location of all constructed improvements. The as -built drawings shall be prepared in digital format, AUTOCAD release 12 or later, and made available to the Engineer for the Owner's or other government agency's records. As-builts shall meet all local codes. 20. Bacteriological sample points shall be placed as required by FDEP and Indian River County. r. 21. Utility services shall be maintained throughout construction. „ 22. Temporary jumper shall be installed and new line constructed, tested and cleared. Upon clearance, valves, on each side of new line shall be closed, keeping active service through construction. rr 23. All joints for force main and water main shall be restrained type as indicated on the drawings, and bell and spigot type, except as noted as flanged when above ground. r M. L.� LJ J 24. All buried valves and fittings shall be mechanical joint unless otherwise noted. All valves shall be installed with valve box and concrete pad. 25. All materials use and installation procedures shall meet AWWA Standards. The following is a list of standards to be use. This shall not be considered a complete list, but is provided for the Contractor's reference. Ductile iron pipe cement mortar lining C104/a21.4-90 " fittings (3" thru 48") C110/a21.10-93 rubber gaskets C111/a21.11-90 thickness' design C150/a21.50-91 class 350 • centrifugally cast C152/a21.51-91 compact fittings (3" thru 16") C153/a21.53-88 40 Valves and hydrants dry -barrel fire hydrant C502-85 resilient -seated gate valves C509-87 W, double check valve C510-92 backflow assembly Pipe Installation and testing procedures ductile iron & appurtenances C600-93 pvc Manual M23 Disinfection disinfecting water mains C651-92 "0 Meters Cold -water meters -compound C702-92 w Service lines service line valves & fittings C800-89 ,r Plastic pipe pvc (4" thru 12") C900-891 ASTM D2241-SDR18 pvc (14" thru 36') C9051 ASTM D1784 PE Pipe ANSI/AWWA C-906-99—SR11 26. Mobilization costs shall include all construction stake out, as -built certification, geotechnical testing, pipe pressure testing and maintenance of traffic. 27. Compaction tests shall be required at 200' intervals along County Route 512 for every 2' of trench depth. Exact locations to be determined by Indian River County Utility Department Remainder of water and sewer lines shall be tested every 400' for every 2' _ of depth. 28. Work required by plans but not covered by a speck pay item shall be included in various pay items and not paid for separately. • M M 29. All exposed metal including pipe and fittings requirements of the Indian River County Utility 1, by the IRC Utility Department. r 30. All 16" gate valves shall be side actuated. shall be painted in accordance with the Department. Color shall be as selected 31. Transition from PE to Ductile Iron shall be made with a mechanical joint adapter per the PE Pipe Manufacturer's Recommendations and Specifications. W D. Restrained Joints 1. Restrained joints shall be used on lines larger than 6" diameter. Sections of piping i' having restrained joints or those requiring restrained joints shall be constructed using pipe and fittings with restrained "Locked -type" joints and the joints shall be capable of holding against withdrawal for line pressures up to 150 pounds per square inch (psi). The pipe fittings shall be as shown for restrained push -on joints or restrained mechanical joints on Page 416 in Section VI, in the Handbook of Cast Iron Pipe, O' Edition. 2. Restrained pipe shall have a minimum wall thickness at the point of cutout that corresponds with the minimum speed wall thickness for the rest of the pipe. ,r 3. Bolts and nuts for restrained joints shall be hot dipped galvanized, low alloy, high strength steel. • 4. The Contractor shall also provide restrained joints in accordance with the above criteria wherever thrust blocks are used in conjunction with below ground fittings on lines 12" in diameter or less. r E. Earthwork and Backfill 1. All excavation shall be adequately guarded with barricades and lights, so as to protect WO the public from hazard. Streets, sidewalks, driveways, curbs, parkways, and other public property disturbed in the course of the work shall be restored in a manner satisfactory to the County. • 2. Foundation material used for pipe bedding, from a minimum 6" distance below the pipe invert to the bottom 12" above the top of the pipe, shall be bank run sand and gravel. 3. All gravity sewer installation procedures must be in accordance with pipe manufacturer's recommendations. All gravity sewers and force mains shall be installed to have a minimum cover of 36 inches. Installation of gravity sewers shall be controlled by use of a laser to maintain proper grade. 4. Installation of force mains shall be in accordance with AWWA Standard C600 and the installation specifications for water lines in the water distribution section, irrespective of the type of pipe selected. 4.1 Trench — Trench width shall be kept to a minimum necessary for installation of the pipe. The trench bottom shall be graded uniformly to match the slope of pipe. W W W 4.2 Backfill — Only good quality backfill, free of stones, roots, rocks, broken cement, or other material which might be damaging to the pipe shall be used. Backfill shall be placed in the trench in uniform lifts of 12 inches. ` 4.3 Compaction —All fill must be compacted by hand tamping from under the pipe up to the centerline. Backfill shall be compacted in lifts up to the surface to achieve a minimum compaction of 95% of maximum density in roadways and shoulders and ` 90% in easements, in accordance with AASATO T-180 and D-2167. 4.4 Dewatering — Construction shall be accomplished in a dry trench. Wellpointing will be required as necessary. All water entering excavations or other parts of the work shall contained, collected, and pumped to suitable places for disposal, as permitted by State. r 4.5 Sheetino — Sheeting and shoring shall be installed as may be necessary for the protection of the work, preservation of adjacent property and structures, and the safety of employees. Sheeting and bracing shall be uniform to OSHA requirements. 5. Installation of water mains must be in accordance with AWWA Standard C600, irrespective of the type of pipe selected. All installation procedures must also be in conformance with pipe manufacturer's recommendations. Minimum cover shall be 3.6 inches. Magnetic I.D. Tape shall be placed continuously in the trench over PVC pipe, 12" below grade. Allowable deflection of the pipe joints and curvature of PVC pipe shall ` not exceed the manufacturer's specifications. 5.1. Trench: Trench width shall be kept to a minimum necessary for pipe • installation. The trench bottom shall be graded, and alignment shall be parallel with the roadway, where possible. • 5.2. Backfill: Only good quality backfill, free of stones, roots, rocks, broken cement, or other material which might be damaging to the pipe shall be used. Backfill must be put in the trench in lifts. • 5.3. Compaction_ All pipe must be compacted by hand tamping to the centerline, under the pipe. Backfill shall be compacted in lifts up to the surface to achieve a • minimum compaction of 95% of maximum density in roadways, and shoulders, and 90% in easements in accordance with AASHTO T-180 and ASTMD-2167. 5.4. Dewatering: Construction shall be accomplished in a dry trench. Welipointing ` will be required, as necessary. All water entering excavations or other parts of the work shall be contained, collected, and pumped to suitable places for disposal as _ permitted by State. 5.5. Sheeting: Sheeting and shoring shall be installed as may be necessary for the protection of the work, preservation of adjacent property and structures, and the +� safety of employees. Sheeting and bracing shall be uniform to OSHA requirements. • • 4W F. Ductile Iron Pipe and Fittings 1. General ` a. Ductile iron pipe shall be allowed for use as water pipe where compatible with the specific conditions of the project. The use of material other than ductile iron may be required by IRCDUS during construction permit review, or by IRCDUS field personnel, if it is determined that ductile iron pipe is unsuitable for the particular application. r' b. All ductile iron pipe shall be manufactured in accordance with AWWA Specification C- 151 and shall be Class 52 minimum. c. Unless specifically indicated otherwise, restrained joint underground piping shall be manufactured restrained bell and spigot and aboveground piping shall be flanged. so d. Cutting of ductile iron pipe shall be sawing only. 2. Pipe Ductile iron pipe shall be bell and spigot cast in accordance with AWWA Specification C151 (ANSI A21.51-86), or latest revision. Cast ductile iron shall have a minimum tensile strength of 60,000 psi, with a minimum yield strength of 42,000 psi. Pipe wall thickness shall be computed in accordance with AWWA Specification C150 (ANSI A21.50-81), or latest revision, using the physical characteristics cited above, with a minimum working pressure of 150 psi and a Laying Condition "Type 2." Unless • otherwise indicated or specified herein, the pipe "shall have the minimum wall thickness according to class designation for diameters shown. All pipe shall be given a minimum factory hydrostatic test of 500 pounds per square inch. r M M W 17 Pipe Diameter Inches Class 50 Minimum Wall Thickness inches Class 52 Minimum Wali Thickness inches 4 0.29 8 0.27 0.33 10 0.29 0.35 12 0.31 0.37 14 0.33 0.39 16 0.34 0.40 18 0.35 0.41 20 0.36 0.42 24 0.38 0.44 30 0.39 0.47 36 0.43 0.53 42 0.47 0.59 Li ON 3. Fittings a. All underground fittings shall be either bell and spigot, or mechanical joint. r Mechanical joints shall conform to AWWA Specification C110 (ANSI 21.10-87), of latest revision. All aboveground fittings shall be flanged joint. b. The pressure rating shall be 250 psi for fittings up to 12" and a minimum of 150 psi for larger sizes. r c. All fittings shall be lined with the same material as specified for the pipe as discussed in the lining and coating section. W 4. Lining and Coating a. Unless otherwise indicated, all ductile iron pipe shall be factory lined and coated. r b. Lining: All pipe shall be cement mortar lined and seal coated in accordance with AWWA Standard C104 (ANSI A21.4-85), or latest revision. r c. Coating: pe Unless specified otherwise, all pipe shall be bituminous coated outside to a dry film thickness of at least 1 mil. d. Repair. Anywhere that the coating is removed purposely or accidentally, the area shall be cleaned of any rust, grease, and recoated to a minimum dry film as specified for the individual piece. r e. Encasement: If and where directed by IRCDUS, a polyethylene encasement shall be provided over pipe, fittings, and valves. The material, installation, and workmanship r shall conform to applicable sections of AWWA C105 (ANSI A21.5-88), or latest revision. Installation methods A or B shall be employed using flat tube polyethylene. The Contractor shall make provisions to keep the polyethylene from direct exposure r to sunlight prior to installation, and backfilling following installation shall be completed without delay to avoid exposure to sunlight. r 5. Bell and Spigot Connections Joints in bell and spigot pipe shall be push -on, mechanical, or restrained joints in accordance with AWWA Standard C-111 (ANSI 21.11-85), or latest revision. Mechanical joint pipe set screw type retainer glands will be permitted on a case-by-case basis, when restrained mechanical joints, in accordance with AWWA Standard 0-111 (ANSI 21.11-85), or latest revision, are Impractical. Thrust blocks may be required by • IRCDUS in cases where retainer glands are used. 6. Flanged Connections a. All flanged pipe barrels shall comply with the physical and chemical requirements as set forth in the Handbook of Ductile Iron Pipe of the Cast Iron Pipe Research r Association. Flanges shall be in accordance with ANSI Specification B16.1 for Class 125 flanges. Bolts shall comply with ANSI Specification 818.2. r b. Flanged pipe shall be faced and drilled to the American Standard drilling, unless special drilling is called for or required. Where tap or stud bolts are required, flanges shall be tapped. Flanges shall be accurately faced and drilled smooth and true, at right angles to the pipe axis and shall be covered with zinc dust and tallow or a rust preventive compound immediately after facing and drilling. c. Flanged pipe will be screwed on flanges shall be furnished with long hubs, and the flanges shall be screwed on the threaded end of the pipe in the shop, and the face of the flange and end of pipe refaced together. There shall be no leakage through the pipe threads and the flanges shall be designed to prevent corrosion of the threads • from outside. d. Flanged joints shall be made with bolts or stud bolts and nuts. Bolts, stud bolts and r nuts shall conform to American Standard heavy dimensions, semi -finished with square or hexagonal heads and cold punched hexagonal nuts, meeting the requirements of ASTM Designation A-307. Bolt sizes shall be American Standard for the flanges specified, and bolts and nuts shall have good, true threads. e. Gaskets shall be in accordance with AWWA Standard C-115 (ANSI A21.15-88), or latest revision. 7. Submittals Before starting fabrication of the cast iron pipe and fittings, complete detailed work drawings shall be submitted by the Contractor for approval by the Engineer. Such drawings shall show the piping layouts and contain schedules of all pipe, fittings, valves, expansion joints, hangers and supports and other appurtenances. Where special fittings are required, they shall be shown in large detail with all necessary dimensions. The drawings submitted shall show flanged jointed sections placed so as to be removable s without disturbance to the main pipe sections. 8. Marking Two inch wide detection tape shall be spiral wrapped or affixed to the top of the pipe. Tape shall have the words 'Water Main' in 1/4" high letters appearing one or more times every 24 inches. 9. Installation of Water Mains a. Unless otherwise noted on the drawings or in other sections of this specification, the pipe shall be handled and installed in strict accordance with the manufacturer's instructions and with the applicable provisions of AWWA C600. If a conflict exists �+ between the manufacturer's instructions and the AWWA Standards, the manufacturer's instructions shall govem. The Contractor shall use every precaution during construction to protect the pipe against the entry of nonpotable water, dirt, r. wood, small animals, and any other foreign material that would hinder the operation of the pipe line. Where the groundwater elevation is above the bottom of the trench, the Contractor shall provide suitable equipment at no additional cost to the Owner. All piping shall be placed in a dry trench, unless wet trench installation is approved by the Engineer. r No n 2. The pressure required for the field hydrostatic pressure test shall be 1.5 times the normal working pressure at the point of testing, and not less than 1.25 times the working pressure at the highest point along the test section, but not less than 150 psi • (100 psi for force main). The Contractor shall provide temporary plugs and blocking necessary to maintain the required test pressure. Corporation stops at least 1' in diameter, pipe riser, and angle globe valves shall be provided at each pipe dead-end in +�+ order to bleed air from the line. Duration of pressure test shall be at least two (2) hours. The cost of these items shall be included as part of testing. 3. The leakage test shall be conducted concurrently with the hydrostatic pressure test and shall be of not less than two (2) hour duration. All leaks evident at the surface shall be repaired and leakage eliminated regardless of total leakage shown by test. Lines that fail to meet tests shall be repaired and re tested as necessary until test requirements are met. Defective materials, pipes, valves, and accessories shall be removed and replaced. The pipelines shall be tested in such sections as may be directed by the Engineer by shutting valves or installing temporary plugs as required. The line shall be filled with water and all air removed, and the test pressure shall be maintained in the pipe for the entire test period by means of a force pump to be furnished by the Contractor. Accurate means shall be provided for measuring the water required to maintain this pressure. The amount of water required is a measure of the leakage. W r W Is b. Depth of Cover and Pipe Elevation: Unless otherwise shown on the drawings, or otherwise authorized by the Engineer, all pipe shall have a minimum cover of 36 inches. Contractor shall determine top of pipe elevation and top of ground elevation for every two (2) joints of pipe installed using a level. Pipe must have the minimum cover described above and must be within ±0.2 feet of the top of pipe elevation indicated on the drawings. Installed pipe which does not meet these requirements r shall be reinstalled until it does meet these requirements. Contractor shall record top of pipe and top of ground elevations and the locations of where these elevations were determined and submit this information to Engineer or his representative. Engineer reserves the right to have Contractor excavate and check top of pipe and top of ground elevations to see if they conform to the aforementioned requirements, at no cost to Owner. ar G. Testing And Inspection Of Water Mains, Pressure And Leakage Tests Of Underground Pressure Piping 1. Hydrostatic pressure and leakage tests shall conform with Section 4 of the latest edition. of AWWA C-600 Specifications, with the exception that the Contractor shall furnish all gauges, meters, pressure pumps, and other equipment needed to test the line. Engineer or designated representative shall be present during all testing, televising, and final inspections. 2. The pressure required for the field hydrostatic pressure test shall be 1.5 times the normal working pressure at the point of testing, and not less than 1.25 times the working pressure at the highest point along the test section, but not less than 150 psi • (100 psi for force main). The Contractor shall provide temporary plugs and blocking necessary to maintain the required test pressure. Corporation stops at least 1' in diameter, pipe riser, and angle globe valves shall be provided at each pipe dead-end in +�+ order to bleed air from the line. Duration of pressure test shall be at least two (2) hours. The cost of these items shall be included as part of testing. 3. The leakage test shall be conducted concurrently with the hydrostatic pressure test and shall be of not less than two (2) hour duration. All leaks evident at the surface shall be repaired and leakage eliminated regardless of total leakage shown by test. Lines that fail to meet tests shall be repaired and re tested as necessary until test requirements are met. Defective materials, pipes, valves, and accessories shall be removed and replaced. The pipelines shall be tested in such sections as may be directed by the Engineer by shutting valves or installing temporary plugs as required. The line shall be filled with water and all air removed, and the test pressure shall be maintained in the pipe for the entire test period by means of a force pump to be furnished by the Contractor. Accurate means shall be provided for measuring the water required to maintain this pressure. The amount of water required is a measure of the leakage. W r W Is n 4. The Contractor must submit his plan for testing to the Engineer for review at least five (5) working days before starting the test The Contractor shall remove and adequately r dispose of all blocking material and equipment after completion and acceptance of the field hydrostatic test, unless otherwise directed by the Engineer. Any damage to the pipe coating shall be repaired by the Contractor. Lines shall be totally free and clean r prior to final acceptance. 5. The Engineer or the Engineer's representative must be present during testing. 6. No thrust blocks shall be backfilled until inspected by IRCDUS inspectors. 7. Before the pressure testing of new pipelines against existing Indian River County valves can commence, the lines shall be properly chlorinated, sampled, and bacteriologically approved. W H. Disinfecting Potable Water Pipelines 1. Before being placed in service, all potable water pipelines shall be chlorinated in we accordance with the latest AWWA C-651, "Standard Procedure for Disinfecting Water Mains." The procedure shall be approved by the Engineer. The location of the chlorination and sampling points will be as specified by the Florida Department of r Environmental Protection, Water Distribution System Permit. Taps for chlorination and sampling shall be uncovered and balled by the Contractor, as required. 2. The general procedure for chlorination shall be first to flush all dirty or discolored water from the lines, and then introduce chlorine in approved dosages in accordance with Table 1-1 through a tap at one end, while water is being withdrawn at the other end of the line. The chlorine solution shall remain in the pipeline for no less than 24 hours. r 3. Following the chlorination period, all treated water shall be flushed form the lines at their extremities and replaced with water from the distribution system. Bacteriological +. sampling and analysis of the replacement water shall then be made by the Engineer in full accordance with the AWWA Manual M23. The Contractor will be required to re - chlorinate, if necessary. The line shall not be placed in service until the requirements of the State and County Environmental Health Department are met. 4. Special disinfection procedures shall be used in connections to existing mains, and where the method outlined above is not practical. 5. The Contractor shall make all arrangements necessary with an independent commercial laboratory approved by the Department of Health & Rehabilitative Services (HRS) for r the collection and examination of samples of water from disinfected water mains. These samples shall be examined for compliance with HRS requirements. Sampling shall be made daily and continuously until two (2) successive examinations are found satisfactory. Should three examinations be found unsatisfactory, the line shall be flushed and disinfected again. Certified copies of all laboratory analysis shall be provided to the Owner. The cost of all sampling, flushing, and disinfecting shall be included in the contract price, and no additional charge shall be made to the Owner for this work. County personnel shall operate all valves and be present to determine and control the volume of water used for flushing. to r7 Ow r sw 103111:651 Chlorine Required to Produce 25-mg/L Concentration in 100 ft. of Pipe by Diameter Pipe Diameter (inches) 100- Percent Chlorine pounds(gallons) 1 -Percent Chlorine Solution 4 0.013 0.16 6 0.030 0.36 8 0.054 1 0.65 10 0.085 1.02 12 0.120 1.44 16 0.217 2.60 File #9649 11W (spec_ oadway_Phase IV.doc) to Ow r am L M r" or up TECHNICAL PROVISIONS FOR INDIAN RIVER COUNTY LAN DSCAPINGIIRRIGATION IMPROVEMENTS CR512 ROADWAY IMPROVEMENTS PHASE IV BID NO. 2008012 PROJECT NOS. 9611B TECHNICAL PROVISIONS Lands - Irr TITLE PAGE r { 00001 -1 F:\Engineering\Capital Projects\9611-CR 512 Widening\9611 CR 5l2 PHASE IV\Contr ce Documents\TECHNICAL PROVISIONS Lands - JuTITLE PAGE.doc ,. • C�2 LANDSCAPE SPECIFICATIONS PART 1 - GENERAL i. DESCRIPTION OF WORK A. Work included This section is part of the entire set of contract documents and shall r. be coordinated with the applicable provisions of the other parts. B . The extent of the landscape development work is shown on the drawings and in schedules. Completion of the work shall mean full and exact compliance and conformity with the provisions expressed or implied in 'the drawings and specifications.. The work under this section includes supplying and planting of trees, shrubs and ground covers in accordance with sound nursery practice and maintaining and watering them until final completion and acceptance, but not less than 30 days from s installation, and any other work as called for on the plans and in these specifications. 2. RELATED WORK A. Site work (rough grading). • B. Irrigation (see irrigation specifications). 3. OUAI= ASSURANCE r A. OUALTFICATIONS OF INSTALLERS: The Contractor shall have his labor crews controlled and directed by a landscape foreman well versed in plant materials, planting, reading blueprints and coordination between job and nursery, in order to execute installation rapidly and correctly. B. TREES AND SHRUBS: Provide trees and shrubs grown in a recognized nursery r. in accordance with goad horticultural practice.. (The only exception shat be native Plant material collected from field Ic lions.} Provide healthy vigorous stock grown under climatic conditions sinvlar to conditions in the locality of the project and free of disease, insects, eggs, larvae, and defects such as knots, sun -scald, injuries, abrasions, or disfigurements. All plant material shall be graded Florida No. 1 or better as outlined under Grades and Standards for Nursery Plants, State r Plant Board of Florida. 4. PRODUCT HANDLING +r A. DELIVERY AND STORAGE: The balls of B & B plants which cannot be planted immediately on delivery shall be covered with moist soil or mulch or other protection from drying wind and sun. All plants shall be watered as necessary until r planted. B . PROTECTION 2A- 1 r W I . Trees moved by winch or crane shall be thoroughly protected from chain marks, girdling, or other bark slippage by means of burlap, wood battens or other approved method. • 2. Container grown plants shall be carefully removed from the container so as not to disturb the root system. Spade shall not be used to cut containers. M .. JOE CONDMONS A. EXISTING CONDITIONS r I . The contractor shall verify all site conditions prior to construction. 2. The Contractor shall exercise care in digging and other work so as not to ' damage existing work including underground pipes and cables, and the pipes and hydrants of watering systems. Should such overhead or underground obstructions be encountered which interfere with planting the location of plants r shall be adjusted to clear such obstruction. .3. Should any objectionable materials such as old concrete, bricks, or other debris be encountered during planting operations,. they shall be removed from the site by the Contractor. r B. SCHEDULING 1. In general the work shall proceed as rapidly as the site becomes available. ar 2. Landscape installation shall not begin until an adequate source of water is. available on site. 3. The Contractor shall be responsible for coordinating his work with all other • parties involved with the job in order the eliminate unnecessary complication during the installation of his work. w 4. Upon substantial completion of work, the Contractor shall •request a walk- through by the Landscape Architect to formulate a "punch list". Contractor shall complete "punch list" items as quickly as possible, and request another walk-through to verify completion. Upon successful completion of the "punch list" items, the work will be accepted by the Owner. r C. The contractor is responsible for his own bathroom and drinking facilities. 6. GUARANTEE A. Considering that the Owner will be responsible for maintaining all materials after acceptance, the Contractor shall guarantee to replace all plant materials for a period of time after final acceptance as follows: r 1. Trees (except Palms) - 180 days. is 2. Palms - 1 year. 3 . Shrubs and Ground Cover - 60 days. W ZA-2 r rj M 4. Sad - 30 days. B. Should any of the plant materials show 40% or more defoliation during the guarantee period due to the Contractor's use of improper materials or workmanship the Contractor, upon written notice, shall replace same within 15 days, without additional cost to the Owner. C. Specifically excluded from.the guarantee are damages resulting from natural causes such as floods, lightning strikes, freezing or winds over 60 mph., damages from acts of negligence on the part of the Owner or others occupying the site, fires, r vandalism and herbivorous animals. D. This guarantee shall be in effect only if proper maintenance is performed by the Owner, after final acceptance of the Contractor's work. Without such maintenance, this guarantee shall become null and void. Proper maintenance shall be considered as performing the procedures described generally in Section 3,03 .A MAINTENANCE (Items 2 & 3). 7. SUBMITTALS rr A. Physical samples of prepared planting soil, and mulch. B . Labels from starter fertilizer. C. Submit recommendations for controller time setting for each irrigation zone valve to the Owner prior to completion of work. D. Submit recommended plant care and maintenance procedures to Owner prior to completion of work. W E. Soil test results (see Part 3, Section IA). F. The Owner reserves the right to withhold 10% of the contract amount until the submittals are received. w PART 2 - PRODUCTS _ .. 1. MATERIALS A. NOMENCLATURE: Conform to the names given in Standardized Plant Names, 1942 Edition, prepared by the American Joint Committee on Horticultural Nomenclature. Names of varieties not included therein, conform generally with names accepted in the nursery trade. B . MEASUREMENTS: Plants shall be measured when branches are in their normal position. Height and spread dimensions specified refer to main body of plant and not extreme branch tip to tip. The measurements specified are the minimum size acceptable and are the measurements after pruning, where pruning is required, C. B & B PLANTS: No plant shall be accepted when the ball of earth surrounding its roots has been cracked or broken. The diameter of the ball must be sufficient to encompass the fibrous and feeding root system necessary for the maximum development of the plant Root pruning shall have been done at a minimum of four wr (4) weeks before planting at the job. Anti-transpirant spray shall be applied 2A-3 r immediately following installation. D. MATERIALS: Pot bound plant materials will be unacceptable. E. SOD: The sod shall be of firm, tough texture having a compact growth of grass with good root development. It shall contain no weeds, or any other objectionable vegetation. The soil embedded in the sod shall be good clean earth, free from stones and debris. The sod shall be free from fungus, vermin and other diseases. 2. N=S r A. Fertilizer shall be Agriform 21 Gram Tablets, slow release, 20-10-5 analysis, or an approved equal. Rates of application shall be as follows: ` I -gal. can plants 1 tablet each 3 -gal. can plants 2 tablets each. r. Palm trees (single stem) 6-8 tablets each Palm trees (multiple stem) 1 tablet per each 3" of stem diameter: cumulative diameter measurement. Trees 1 tablet per each 1/2" of trunk diameter: for • multiple trunks the diameter measurements will be cumulative. B . Starter fertilizer shall be 6-6-61 100% organic, with minor elements. This fertilizer shat have 40To-50% of its total nitrogen in a water -insoluble form. C. Lawn areas shall be treated with fertilizer applied at a rate of twenty (20) pounds per 1000 square feet. D. Soil used for planting (planting mix) shall consist of 70% Florida native peat, 30% • wood chips (pine bark passing through 3/4" screen) and sawdust, 3 Ib. starter fertilizer per cubic yard. Soil mixture used to back fill planting pits shall consist of two parts of existing topsail from on site, and one part prepared planting mix. r PART 3 - E3MCUTION 1. REARATION A. SOIL TE5TING: The Contractor shall test.each site area for soil .pH. Provide and supply such soil amendments as are necessary to adjust the pH range of rat h area to r a level that will provide optimum conditions for the vigorous .growth of the specified new plant material and grass (6.0 - 6.5). Submit test results and proposed soil amendments outline to the Landscape Architect prior to amending sails. (Soil r amendments N.I.C.) B. PLANT PITS: Circular pits with vertical sides shall be excavated for all plants. r Diameter of pits for trees, shrubs, and ground cover shall be at least two times greater than the diameter of the ball. 2. INSTALLATION/APPLICATION/PERFORMANCE 2A-4 7 40 A. All plants except as otherwise specified, shall be centered in pits and set on compacted top soil to such a depth that the finished grade level at the plant after settlement will be the same as that at which the plant was grown. No burlap shall r be pulled out from under bails. Remove burlap from top 1/3 of root ball. Roots shall be spread in their normal position. Container grown plants shall not be . excessively root bound. All broken or frayed roots shall be cut off cleanly. Soil shall be placed and compacted thoroughly, avoiding injury and shall be settled by watering. Nofilling wilt be permitted around trunks. B . Form temporary earth saucers with six (6) inch high berm around all newly planted trees. Saucer diameter for trees four (4) inch caliper or less shall be approximately three (3) feet. Saucer diameter for trees greater than four (4) inch caliper shall be approximately six (6) feet. All trees shall be watered daily for the first month. Remove saucer berm as final mulching and sodding takes place. C- New planting shall be so set that the final level of ground around the plants shall conform to surrounding grades, or as otherwise specified. D. Moisten prepared surface immediately prior to laying sod. Solid sod shall be laid immediately upon delivery to site with closely abutting joints, with a tamped or rolled even surface. Stagger end joints minimum of 12 inches. It shall be the responsibility of the Contractor to bring the sod edge in a neat, clean manner to the edge of all paving and shrub areas. After the sod is laid, a top dressing of clean r� sand shall be evenly applied over the entire surface and thoroughly washed in, (if determined necessary by the Landscape Architect). Note: Sand will not be required on properly laid sod. E. All giant beds, unless otherwise noted including tree saucers, shall be top -dressed with 3" shredded cypress bark mulch (American Wood Products type "B" or equal). F. The amount of pruning on new plant material shall be limited to the mimmum necessary to remove dead or injured branches to compensate for the loss of roots as qW a result of transplanting operations. Pruning shall be done in such a manner as not to change the natural habit or shape of a plant. All cuts over one-half (1/2) inch diameter shall be treated with an approved tree paint. 3. INSTRUCTIONS A. MAINTENANCE 1. The Contractor shall maintain all plant materials in a first class condition from the, beginning of landscape construction until the landscape work is accepted by the Owner, including proper watering. 2. Maintenance. shall include, but not be limited to watering of turf and planting beds, mowing, cultivation, weeding, pruning, disease and pest control, replacement of dead or unacceptable materials, straightening turf or planter settlement areas, guy wire repair and tightening, wash -outs, and any other procedure consistent with good horticultural practice necessary to insure normal, vigorous and healthy growth of all work under this contract. 3. Mowing, if necessary prior to final acceptance, shall occur at regular intervals at w a mowing height of 3 inches when the grass reaches a height of four and one - 2A -5 r W half (4'/z) inches with a standard rotary mower. At no time shall more than 1/1. of the leaf surface be removed. 4. It will be the Owner's responsibility to continue maintaining the landscape, following guidelines above, after final acceptance. B. GRADES: It shall be the responsibility of the. Contractor to finish (fine). grade all landscape areas, eliminating all surface irregularities, depressions, sticks, stones, and other debris, and remove them from the site. Rough. grade shall be considered as site work (rather than landscaping) and shall be established to within ± 0.1' of design grade. Contractor is responsible for installation and contouring of all berms indicated on drawings. 4. CLEANING: The Contractor shall at all times keep the premises (grounds and • pavements) free from accumulations of waste material or rubbish caused by his employees or work. S. PAYMENTS: Shall be made _per "The Itemized Bid Schedule" in the Contract Documents and Specifications. M W M r✓ MW so • [r: 2A-6 W « C.R. 512 IRRIGATION SYSTEM SPECIFICATIONS PART I - GENERAL to 1. DESCRIPTION OF WORK A. Work included: This Section is part of the entire set of contract documents and shall be coordinated with the applicable provisions of the other parts. B. The extent of landscape irrigation system is shows on the drawings. Completion « of this work shall mean full and exact compliance and conformity with the provisions expressed or implied in the drawings, schedules and specifications. Irrigation installer is not relieved of his responsibility to provide proper irrigation • coverage by providing full and exact compliance with the drawings and specifications. If field conditions or other unforeseen factors warrant that design « modifications are necessary, irrigation installer shall notify Engineer immediately. C. The work under this section includes furnishing and installing materials to construct an automatic irrigation system and maintaining that system until final completion and acceptance, but not less than 30 days from date of installation, and any other work as called for on the plans and in these specifications. r 2. RELATED WORK A. Electrical service to pump and controller shall be provided by others under separate contract with Owner, in compliance with N.E.C. requirements. B. Site work (rough grading). C. Landscaping (see landscape specifications). 3. QUALITY ASSURANCE +� A. Landscape irrigation system installation shall only be performed by a firm that is regularly engaged full time in the installation of underground landscape irrigation systems. (Crews shall be controlled and directed by a foreman who is thoroughly familiar with the type of materials being installed and the manufacturer's recommended methods of installation, and is well versed in reading blueprints.) M B. Design modifications may be made only as necessary to meet field conditions and only as acceptable to Engineer. Piping shown on plans is diagrammatically routed for clarity — route to avoid conflict with specimen plants and adjust as necessary to accommodate landscape construction. C. Contractor shall be responsible for verification at the site of all conditions and dimensions shown on the plans prior to commencement of work. r7ma w. .• D. CODES AND STANDARDS: Work shall comply with the American Society for Testing and Materials (ASTM) and National Electrical Code. E. REQUIREMENTS OF REGULATORY AGENCIES: Work shall comply with codes, ordinances, and regulations of all governing authorities. F. WATER TESTING: Contractor shall test the salt content (chlorides and t.d.$) of the irrigation well. 4. PRODUCT HANDLING: The Contractor shall protect all materials and work against injury from any cause and shall provide and maintain all necessary safeguards for the protection of the public. He shall be liable for any damage or injury to person or property which may occur as a result of his negligence in the prosecution of the work. W 5. JOB CONDITIONS A. EXISTING CONDITIONS 77 1. Inspection: Contractor must examine the areas and conditions under which landscape irrigation system is to be installed and notify the Engineer in to writing of conditions detrimental to the proper and timely completion of the work. Do not proceed with the work until unsatisfactory conditions have been 'corrected. Contractor shall fully acquaint himself with related planting, ow electrical, paving, site and utilities work to preclude any misunderstanding and to facilitate a trouble-free installation at the site. rr 2. Should any objectionable materials such as old concrete, bricks or other debris be encountered during the installation operation, they shall be removed from the site by the Contractor. r 0 W B. SCHEDULING Crossing under paved areas as indicated, shall be installed by the Contractor. Crossings shall be installed prior to compaction or subgrade. 2. Irrigation installation shall not begin until rough grades have been established. 3. Contractor shall be responsible for coordinating his work with all other parties involved with the job, and shall coordinate the supply of electrical power to the timing device (controller). 4. Upon substantial completion of work, the Contractor shall request a walk- through by the Engineer to formulate a "punch list." Contractor shall complete "punch list" items as quickly as possible, and request another walk- through to verify completion. Upon successful completion of the "punch list" w items, the work will be accepted by the Owner. 2B-2 Za M C. The Contractor is responsible for his own bathroom and drinking facilities. UTILITIES A Prior to excavation, verify in the field the location and depth of all new and existing utilities and take proper precautions not to damage or disturb such utilities. r B. Repair to original condition, new and existing utilities and other work damaged r by Contractor's construction. C. In the case of damages of the irrigation system caused by others, the cost of r repairing the work shall be paid by the party causing said damage. 7. SUBMITTALS • A. After completion of piping installation, Contractor shall furnish the Owner's representative a reproducible "as built" drawing showing all sprinkler heads, valves, and pipelines to reasonable scale, and provide a minimum of two dimensions taken from fixed obvious objects to each automatic control valve, and quick coupling valve. The Contractor shall also furnish a drawing showing a r, graphic representation of sprinkler zones. B. Instruction sheets and parts lists covering all operating equipment shall be bound r into a folder and furnished to the Owner's representative in two (2) copies. The Owner reserves the right to withhold 10% of the contract amount until the "as built" drawings and instructions and parts lists folders are received. r C. Submit salt test results for irrigation well water. 4+ 8. GUARANTEE A. Guarantee workmanship for a period of one year after date of fmai acceptance. in addition, see to the fulfillment of all manufacturer's warranties. B. The Contractor shall provide the Owner with a written guarantee stating everything to be covered and any special conditions involved. W PART 2 -PRODUCTS MATERIALS: Materials and equipment shall be new and shall operate at the manufacturer's r published capacities. PIPE: Comply with the following unless otherwise indicated: All PVC pipe shall be 160 PSI, Polyvinyl Chloride (PVC 1120) ASTM -D2241, Type 1, NSF approved. 2. CROSSINGS: Comply with the following: All crossings under paved areas for water and conduit lines shall be Schedule 40 PVC, ASTM -D1785. 78-3 • • 3. PIPE FITTINGS: Comply with the following: For PVC plastic pipe, ASTM -D2466 socket fittings with ASTM -A2564 solvent cement. i 4. SPRINKLER HEADS: Sprinkler heads shall be of the type shown on the drawings. Filter screens shall be included with all spray heads. • 5. RISERS AND SWING JOINGTS: • A. Risers and swing joints shall be as detailed on the drawings. B. Risers for shrub heads shall be Schedule 40 PVC pipe. • C. PVC Flex connections: Shall be Ag -Products heavy walled flexible PVC pipe or equal. Average length of each connection is referred to on the drawings. Special flex cement shall be utilized for making these connections. 6. REMOTE CONTROL VALVES: Valves shall be as specified on the drawings. Use Teflon tape only on threaded connections. 7. VALVE BOXES: Valve boxes shall be Ametek VP -10 or approved equal. Install flush • with finish grade as indicated on drawing. 8. CONTROL WIRING: All wiring to automatic circuit valves shall be OF -14 direct burial r wire of a different color than the black and white wires used on the 115 volt A. C. power. Wiring from the controller to the valves shall be installed in same trench as the mainline where possible. All splices shall be made with Rain Bird snap-tite connectors, or r approved equal. All wire shall be furnished in minimum 2,500' reels and spliced only at valve or tee locations. • 9. CONTROLLER: Controller shall be as specified on the drawings. • 10. PUMP: Shall be a centrifugal, high head type as specified on the drawings. 11. STRAINER: Shall be by Vu Flo, or approved equal. M PART 3 —EXECUTION 1. GENERAL: The Contractor shall be responsible for full and complete coverage of all irrigated areas and shall make any necessary adjustments at no additional cost to the Owner. M 2. INSTALLATION • A. EXCAVATING AND TRENCHING: 1. Perform all excavations as required for the installation of the work included • under this section, including shoring of earth banks to prevent cave-ins. 6MA • Restore all surfaces, existing underground installations, etc., damaged or cut as • a result of the excavations to their original conditions. 2. Trenches shall be made wide enough to allow a minimum of 2 inches between • parallel pipe lines. The minimum vertical clearance between lines crossing at angles greater than 45 degrees is 1 inch. Trenches for pipe lines shall be made of sufficient depth to provide the minimum cover from finish grade as follows: • a) 16 in. minimum cover over main lines. M b) 16 in. minimum cover over control wires. c) 12 in. minimum cover over lateral lines to heads. • 3. Where possible, install pipe adjacent to curbs or paving to minimize • interference with plants and their roots. Coordinate with landscape installer regarding proposed plant material locations. r 4. Keep trenches free of obstruction and debris that could tend to damage pipe and control wires. Remove excess soil from the site and leave grade as it was prior to sprinkler system installation. Piping shall be routed around shrubs, trees and other permanent obstacles. B. PIPE LINE ASSENIBLY • 1. Install plastic pipe as recommended by the manufacturer and provide for expansion and contraction. Cut plastic pipe square. Remove burrs at cut ends +rr prior to installation so that a smooth unobstructed flow will be obtained. 2. Install remote control valves at locations no closer than 12 inches to walk +. edges, buildings and walls. Plastic pipe and fittings shall be solvent welded using solvents and methods as recommended by manufacturer of the pipe, except where screwed connections are required Pipe and fittings shall be • thoroughly cleaned of dirt, dust and moisture before applying solvent with a nonsynthetic bristle brush. Care should be taken not to use an excess amount of solvent, thereby causing a burr or obstruction to form on the inside of the • pipe. Allow the joints to set at least 24 hours before applying pressure on PVC pipe. Do not use PVC cement which has begun to gel. Do not attempt to make pipe connections during inclement weather conditions. C. SPRINKLER HEADS: Large gear -driven rotary type shall be installed so that the top is slightly above finish grade. If finish grade has not been established, set the top four inches above grade and lower when finish grade has been achieved. Sprinklers on risers shall be set at elevations so that there is no interruption of the • stream from the sprinkler nozzle caused by plant material during the first growing season (1 year from date of installation). Heads along curbs and walks shall be set flush to within 1/8 inch and two to four inches away from curb or walk. Adjust • heads having an adjustment stem, for the proper radius and throw for the area involved. 2B-5 • ., D. CONTROL WIRES: Shall be installed in a neat and orderly fashion underneath the main and lateral pipes, if possible. Ten -inch loops shall be provided at each valve where control wires are connected. All wires passing under existing or .r future paving, construction, etc., shall be encased in plastic pipe as specified, extending at least twelve inches beyond edges of paving or construction. E. TESTING: All main lines shall be hydrostatically tested in the presence of the Owner's representative at a pressure of 40 psi for a period of time not less than four (4) hours, should any leaks be found, they shall be repaired. The line shall then be retested until satisfactory. All lateral lines downstream from the remote control valves shall be visually inspected for leaks, should any be found, they shall be repaired. The line shall then be retested until satisfactory. r F. BACKFILL AND COMPACTING: After system is approved or sections thereof, backfill excavations and trenches with clean soil, free of rubbish. Backfill for all up trenches, regardless of the type of pipe covered shall be compacted to a minimum 90% of its maximum density (AASHTO T-180). Dress off all areas to finish r grades. G. PUMP ENCLOSURE: r 1. Pump house shall be allied fiberglass model FPH 4 x 4 or approved equal onto 4" thick concrete slab. r 2. Provide adequate interior space for maintenance. Approx. size: 4' x 4' x 3' tall. Increase size if required by size of pump and pressure tank. r 3. Submit shop drawings for review prior to constructing. �. H. FINAL ADJUSTMENT: Balance and adjust the irrigation system components for efficient, proper operation. This includes controller synchronization as well as individual settings of control stations. r 3. INSTRUCTIONS: 0 A. LABELS 1. Number each zone valve box on underside of valve box cover with a black waterproof marker for reference. Numbers shall match the zone numbers on the drawings. r 2. Number each zone valve control wire at the controller with a waterproof marker and tags. Numbers shall match the zone numbers on the drawings. M M r M W 1. Maintain the irrigation system until final acceptance of the work. Maintenance r shall include work, materials and replacements necessary to insure a complete properly operating system. 2. It will be the Owner's responsibility to maintain the system in working order during the guarantee period, performing necessary minor maintenance, keeping grass from obstructing the sprinkler heads and preventing vandalism and damage during the landscape maintenance operation. r 4. CLEANING: The Contractor shall at all times keep the premises (grounds and pavements) free form accumulations of waste material or rubbish caused by his employees or work. r 5. PAYMENTS: Shall be made per "The Itemized Bid Schedule" in the Contract Documents and Specifications. r 0 n r L V W Ej W 2B-7 r im w APPENDIX `A' PERMITS IN St. John's River Water Management District Army Corp of Engineers Department of Environmental Protecton Florida Department of Transportation 0 a Appendix A -Permits IY F:\Engineering\Capital Projects\9611-CR 512 Widenin0611 CR 512 PHASE I Montract Documents\APPENDIX A - Pennits.doc lohns Emil St Ri4 3 Water Manacre e t is 0 1 l R 2 2 2007 Kirby B. Green III, Ex.cutive Director • David Yd. Fisk, Assistant Executive Dire tar 4049 rReid Street = P.O. Box 1429 • Palatka, FL 32178.1429 • (386) 3PM6 0 On the Internet at www.SI Com. March 13, 2007 Indian River Co Board of County Commission` SFA 9840 25th St ` Vero Beach, FL 32960 f SUBJECT: Permit Number 4-061-56415-4 31���,ss�r C.R. 512 Corridor Improvements, Phase V'0_ Dear Sir/Madam: MAR 2 1 2007 BOARD leDF Coijtj ", 1 COMMISSION Enclosed is your permit as authorized by the Governing Board of the St. Johns River Water Management District on March 13, 2007. This permit is a legal document and should be kept with your other important documents. The attached MSSW/Stormwater'As-Built Certification Form should be filled in and returned to the Palatka office within thirty days after the work is completed. By so doing, you will enable us to schedule a prompt inspection of the permitted activity. In addition to the MSSW/Stormwater As -Built Certification Form, your pennit.also contains conditions which require submittal of additional information. All information submitted as compliance to permit conditions must be submitted to the Palatka office address. Permit issuance does not relieve you from the responsibility of obtaining permits from any federal, state and/or local agencies asserting concurrent jurisdiction for this work. In the event you sell your property, the permit can be transferred to the new owner, V we are ,notified by you within thirty days of the sale. Please assist us in this matter so as to maintain a valid permit for the new property owner. Thank you for your cooperation and if this office can be of any further assistance to.you, please do not hesitate to contact us. Sincerely, aa Ai_ ° P rr044"Mw Gloria Lewis, Director Permit Data Services Division Enclosures: Permit with EN Form(s), if applicable cc: District Permit File Consultant: Masteller & Molar, Inc. 1655 27th Street, Suite 2 Vero Beach, FL 32960 GO48RHING BOARD David G. Graham, awRwaw John G.. Sol9lhSki,VICECHARMAN Ann TMoore,secRETARv Duane L Dttenstrosr,TREASurie; JACKS(M LE OFflANDO BLWNELL JACKSOW'LLE R. Clay Albright Susan N. Hughes Wlirram W. Kerr OmEMas D. Long W. Leonard Wood OCALA PONTEVEDRA _ MaBOUPSE BEACH APOPKA PERMEMA BEACH ,i. ST. JOHNS RIVER WATER MANAGEMENT DISTRICT Post Office Box 1429. Palatka, Florida 32178.1429 r PERMIT NO. 4-061-56415-4 DATE ISSUED: March 13, 2007 PROJECT NAME: C.R. 512 Corridor Improvements, Phase IV A PERMIT AUTHORIZING: Construction of a surface water management system for C.R. 512 Corridor Improvements - Phase IV, a 14.70 -acre roadway project. M LOCATION: " Section(s): 203 21,22 Township(s): 31S Range(s): 38E W Indian River County ISSUED TO: r. Indian River Co Board of County Commissioners 1840 25th St Vero Beach, FL 32960 Permittee agrees to hold and save the St. Johns River Water Management District and its successors harmless from any and all damages, claims, or liabilities which may arise from w permit issuance. Said application, including all plans and specifications attached thereto, is by reference made a part hereof. This permit does not convey to permittee any property rights nor any rights of privileges.other than those specified herein, nor relieve the permittee from complying with any law, regulation or requirement affecting the rights of other bodies or agencies. All structures and works installed by permittee hereunder shall remain the properly of the permittee. This permit may be revoked, modified or transferred at any time pursuant to the appropriate provisions of Chapter 373, Florida Statutes: PERMIT IS CONDITIONED UPON: See conditions on attached "Exhibit A", dated March 13, 2007 AUTHORIZED BY: St. Johns River Water Management District Department of Water Resources Governing Board By. � � By. � Elledge V Kirb B. Green III (Director) (Assidtant Secretary) rr 0 "EXHIBIT A" CONDITIONS FOR ISSUANCE OF PERMIT NUMBER 4-061-56415-4 INDIAN RIVER. CO BOARD OF COUNTY COMMISSIONERS DATED MARCH 13, 2007 1. All activities shall be implemented as set forth in the plans, specifications and performance criteria as approved by this permit. Any deviation from the permitted activity and the conditions for undertaking that activity shall constitute a violation of this permit. 2. This permit or a copy thereof, complete with all conditions, attachments, exhibits, and modifications, shall be kept at the.work site of the permitted activity. The complete permit shall be available for review at the worksite upon request by District staff. The permittee shall require the contractor to review the complete permit priorto commencement of the activity authorized by this permit. 3. Activities approved by this permit shall be conducted in a manner which do not cause violations of state water quality standards. 4. Prior to and during construction, the permittee shall implement and maintain all erosion and sediment control measures (best management practices) required to retain sediment on-site and to prevent violations of state water quality standards. All practices must be in accordance with the guidelines and specifications in chapter 6. of the Florida Land .Development. Manual: A Guide to Sound Land and Water Management (Florida Department of Environmental Regulation 1988), which are incorporated by reference, unless a project specific erosion and sediment control plan is approved as part of the permit, in which case the practices must be in accordance with the plan. If site specific conditions require. additional measures during any phase of construction or operation to prevent erosion or control sediment, beyond those specified in the erosion and sediment control plan, the permittee shall implement additional best management practices as necessary, in accordance with the specifications in chapter 6 of the Florida Land Development Manual: A Guide to Sound Land and Water Management (Florida Department of Environmental Regulation 1988). The permittee shall correct any erosion or shoaling that causes adverse impacts to the water resources. 5. Stabilization measures shall be initiated for erosion and sediment control on disturbed areas as soon as practicable in portions of the site. where construction activities have temporarily or permanently ceased, but in no case more than 7 days after the construction activity in that portion of the site has temporarily or permanently ceased. . 6. At least 48 hours prior to commencement of activity authorized by this permit, the permittee shall submit to the District a Construction Commencement Notice Form No. 400-4.900(3) indicating the actual start date and the expected completion date. 7. When the duration of construction will exceed one year, the permittee shall submit construction status reports to the District on an annual basis utilizing an Annual Status Report Form No. 400-4.900(4). These forms shall be submitted during June of each year. 8. For those systems which will be operated or maintained by an entity which will require an easement or deed restriction in order to provide that entity with the authority necessary to operate or maintain the system, such easement or deed restriction, together with any other final operation or maintenance documents as are required by subsections 7.1.1 through 7.1.4 of the Applicant's Handbook: Management and Storage of Surface Waters, must be submitted to the District for approval. Documents meeting the requirements set forth in these subsections of the Applicant's Handbook will be approved. Deed restrictions, easements and other operation and maintenance documents which require recordation either with the Secretary of State or the Clerk of the Circuit Court must be so recorded prior r to lot or unit sales within the project served.by the system, or upon completion of construction of the system, whichever occurs first. For those systems which are proposed to be maintained by county or municipal entities, final operation and maintenance documents ,r must be received by the District when maintenance and operation of the system is accepted by the local governmental entity. Failure to submit the appropriate final documents referenced in this paragraph will result in.the permittee remaining liable for carrying out maintenance and operation of the permitted system. 8. Each phase or independent portion of the permitted system must be completed in accordance with the permitted plans and permit conditions prior to the initiation of the r permitted use of site infrastructure located within the area served by the portion or phase of the system. Each phase or independent portion of the system must be completed in accordance with the permitted plans and permit conditions prior to transfer of responsibility ` for operation and maintenance of that phase or portion of the system to local governmentor other responsible entity. 10. Within 30 days after completion of construction of the permitted system, or independent portion of the system, the permittee shall submit a written statement of completion and certification by a registered professional engineer or other appropriate individual as r authorized by law, utilizing As Built Certification Form 40C-1.181(13) or.40C-1.181(14) supplied with this permit. When the completed system differs substantially from the permitted plans, any substantial deviations shall be noted and explained and two copies of r as -built drawings submitted to the District. Submittal of the completed from shall serve to. notify the District that the system is ready for inspection. The statement of completion and certification shall be based on on-site observation of construction (conducted by the registered professional engineer, or other appropriate individual as authorized by law, or under his or her direct supervision) or review of as -built drawings for the purpose of determining if the work was completed in compliance with approved plans and specifications. As -built drawings shall be the permitted drawings revised -to reflect any changes made during construction. Both the original and any revised specifications must be clearly shown. The plans must be clearly labeled as "as -built" or "record" drawing. All surveyed dimensions and elevations shall be certified by a registered surveyor. The following information, at a minimum, shall be verified on the as -built drawings: 1. Dimensions and elevations of all discharge structures including all weirs, slots, gates, r pumps, pipes, andoil and grease skimmers; 2. Locations, dimensions, and elevations of all filter, exfiltration, or underdrain systems �. including cleanouts, pipes, connections to control structures, and points of discharge to the receiving waters; �. 3. Dimensions, elevations, contours, or cross-sections of all treatment storage areas sufficient to determine state -storage relationships of the storage area and the permanent pool depth and volume below the control elevation for normally wet systems, when appropriate; 4. Dimensions, elevations, contours, final grades, or cross-sections of the system to 4_ determine flow directions and conveyance of runoff to the treatment system; 5. Dimensions, elevations; contours, final grades, or cross-sections of all conveyance systems utilized to convey off-site runoff around the system; M+ 6. Existing water elevation(s) and the date determined; and Elevation and location of benchmark(s) for the survey. n 09 11. The operation phase of this permit shall not become effective until thepermittee-has complied with the requirements of general condition 9 above, the District determines the system to be in compliance with the permitted plans, and the entity approved by the District in accordance with subsections 7.1.1 through 7.1.4 of the Applicant's Handbook: Management and Storage of Surface Waters, accepts responsibility for operation and maintenance of the system. The permit may not be transferred to such an approved r operation and maintenance entity until the operation phase of the permit becomes effective. .Following inspection and approval of the permitted system by the District, the permittee shall request transfer of the permit to the responsible approved operation and maintenance entity, if different from the permittee. Until the permit is transferred pursuant to section 7.1 of the Applicant's Handbook: Management and Storage of Surface Waters, the permittee shall be liable for compliance with the terms of the permit. , 12. Should any other regulatory agency require changes to the permitted system, the permittee shall provide written notification to the District of the changes prior implementation so that a determination can be made whether a permit modification is required. 13. This permit does not eliminate the necessity to obtain any required federal, state, local and special district authorizations prior to the start of any activity approved by this permit. This permit does not convey to the permittee or create in the permittee any property right, or any interest in real property, nor does it authorize any entrance upon or activities on property which is not owned or controlled by the permittee, or convey any rights or privileges other than those specified in the permit and.chapter 40C-4 or chapter 400-40, F.A.C. 14. The permittee shall hold and save the District harmless from any and all damages, claims, or liabilities which may arise by reason of the activities authorized by the permit or any use of the permitted system. 15. Any delineation of the extent of a wetland or other surface water submitted as part of the permit application, including plans or other supporting documentation, shall not be considered specifically approved unless a specific unless a specific condition of this permit or a. formal determination under rule 40C-1.1006, F.A.C.., provides otherwise. 16. The permittee shall notify the District in writing within 30 days of any sale, conveyance, Or other transfer of ownership or control of the permitted system or the real property at which the. permitted system is located. All transfers of ownership or transfers of a.permit are subject to the requirements of rule 4DC-1.612, F.A.C. The permittee transferring the permit shall remain liable for any corrective actions that may be required as a result.of any permit violations prior to such sale, conveyance or other transfer. 17. Upon reasonable notice to the permittee, District authorized, staff with proper identification shall have permission to enter, inspect, sample and test the system to insure conformity with the plans and specifications approved by the permit. 18: The permittee shall immediately notify the District in writing of any previously submitted information that is later discovered to be inaccurate. 19. This permit for construction will expire five years from the date of issuance. 20. At a minimum, all retention and detention storage areas must be excavated to rough grade prior to building construction or placement of impervious surface within the area to be served by those facilities. To prevent reduction in storage volume and percolation rates, all accumulated sediment must be removed from the storage area prior to final grading and stabilization. .. 21. All wetland areas or water bodies that are outside the specific limits of construction authorized by this permit must be protected from erosion, siltation, scouring or excess turbidity, and dewatering. r 22. Prior to construction, the permittee must clearly designate the.limits of construction on-site. The permittee must advise the contractor that any work outside the limits of construction, including clearing, may be a violation of this permit. 23. The Permittee must furnish the District with two copies of an annual monitoring report in the month of August on District form EN -55, for the time period stated in this permit's success criteria condition. Any delineation .of the extent of a wetiand or other surface water submitted. as part of the permit application, including plans or other supporting documentation, shall not be considered specifically approved unless a specific condition of this permit or a formal determination under rule 40C-1.1006, F.A.C., provides otherwise. 24. The surface water management system shall be constructed. in accordance with the plans •' and information received by the District on January. 17, 2007. 25. The stormwater management system must be inspected by the operation and maintenance rr entity once within two years after the completion of construction and every two years thereafter to insure that the system is functioning as designed and permitted. If a required inspection reveals that the system is not functioning as designed and permitted, then within w 14 days of that.inspection the entity shall submit an Exceptions Report on form number 40C- 42.900(6), Exceptions Report for Stonnwater Management System out of Compliance. The operation and maintenance entity must maintain a record of each required inspection, including the date of inspection, the name, address, and telephone number of the inspector, and whether the system was functioning as designed and permitted, and make such record available for inspection upon request by the District during normal business hours. 26. Conditions 23-35 of permit number 4-061-56415-1 remain in full force to insure that all the mitigation is completed, monitored and meets the success criteria outlined in the stated conditions. r in W W W DFOR ALL CATEGORIES VMS RIVEWAY PART 1: PERMIT INFORMATION APPLICATION NUMBER: 7 _ /f _ !> Q0 _ Permit Category ,5`4rz- : 6 fZ,¢,(} Access Classification: Project cR 512 rnT-ridnr IMPz M=t-C Permittee: Indian River County Board Of County Comassioners Section/Mile Post: U /S v d ( / � 9 3 State Road: I.95 Section/Mile Post: State Road: PART 2: PERMITTEE INFORMATION Permittee Name: Indian River County Board Of COuntV CCinLisSlOnerS Permittee Mailing Address: 1840 25th Street City, State, Zip: Vern Raach r Fl nri d,4 -499F,0 Telephone: 772-567-8000 Engineer/C onsultant/or Project Manager. M'J c7-nnh T x f P F r-T Engineer responsible for construction inspection: Chri ef-o her J Kafar, Tr W ME PE / Mailing Address: 1 Ron ?Fi-h Ctf- City, State, Zip: Vern Rearrhr &T.r ' 291;n Telephone:772-567-8000 Mobile Phone PART 3: PERMITAPPROVAL The above application has been reviewed and is hereby approved subject io all Provisions as attached. Permit Number. v� z7� 7-- _ y'R _ of Transportation g,e6p.nman, Signature: ZA Title: ogear G. j LaLanne, PE. DeparbnentReoresentaliWaPrinted Name District PeMi S Engineer Temporary Permit O YES ® NO (If temporary, this permit is only valid for 6 months) Special provisions attached ® YES ONO Date of Issuance; Z72I /0 % If this Is a normal (non -temporary) permit R authorizes oonstructipn for one year from 6 date of issuance. This ce only be extended by the Department as specified in 14-96.007(6), c 1 } j"s Ze11 see following pages for General and Special Provisions l� �i 0 � &y C�y do W L-1 so G W w on W W J W W ft W PART 4: GENERAL PP^`"i Notify the Department of Transportation Maintenance . ce. of starting proposed Phone: ?i l 73/x–y7J Pi,Attention:` 7a; Zj: / 1� _- 2. A copy of the approved permit must be displayed in a prominent iooation in the immediate vicinity of the connection construction. 3. Comply with Rule 14-96.008(1), F.A.C., Disruption of Traffic. 4. Comply with Rule 14-96.008(7), F.A.C., on Utility Notification Requirements. 5. All work performed in the Department's right of way shad be done in accordance with the most current Department standards, specifications and the permit provisions. 6. The permittee shall not commence use of the connection prior to a final inspection and acceptance by the Department. 7. Comply with Rule 14-96.003(3)(a), F.AC., Cost of Construction. & If a Significant Change of the permittee's land use, as defined in Section 335.182, Florida Statutes, occurs, the Permittee must contact the Department. 9. Medians may be added and median openings may be changed by the Department as part of a Construction Project or Safety Project. The provision for a median might change the operation of the connection to be for right turns only. 10. All conditions in NOTICE OF INTENT WILL APPLY unless specifically changed by the Department. 11. All approved connection(s) and turning movements are subject to the Department's continuing authority to modify such connection(s) or turning movements in order to protect safety and traffic operations on the state highway or State Highway System, 12. Transportation Control Features and Devices in the State Right of Way. Transportation control features and devices in the Department's right of way, including, but not limited to, traffic signals, medians, median openings, or any other transportation control features or devices in the state right of way, are operational and safety characteristics of the State Highway and are not means of access. The Department may install, remove or modify any present or future transportation control feature or device in the state right of way to make changes to promote safety in the right of way or efficient traffic operations on the highway. 13. The Permittee for him/herself, his/her heirs, his/her assigns and successors in interest, binds and is bound and obligated to save and hold the State of Florida, and the Department, its agents and employees harmless from any and all damages, claims, expense, or injuries arising out of any act, neglect, or omission by the applicant, histher heirs, assigns and successors in interest that may occur by reason of this facility design, construction, maintenance, or continuing existence of the connection facility,except that the applicant shall not be liable under this provision for damages arising from the sole negligence of the Department. 14, The Permittee,shall be responsible for determining and notify all other users of the right of way. 15. Starting work on the State Right of Way means that I am accepting all conditions on the Permit. 850.040.18 SYSTEMS PLANNING .06106 P 3 f' age o PART 8: SPECIAL PROVISIONS NON -CONFORMING CONNECTIONS: Q YES ® NO If this is a non -conforming connection permit, as defined in Rule -Chapters 14-96 and 14-97, then the following shall be a part of this permit. 1. The non -conforming connection(s) described in this permit is (are) not permitted for traffic volumes exceeding the Permit Category on page 1 of this permit, or as specified in "Other Special Provisions" below. 2. All non -conforming connections will be subject to closure or relocation when reasonable access becomes available in the future. OTHER SPECIAL PROVISIONS: PART 6: APPEAL PROCEDURES You may petition for an administrative hearing. pursuant to sections 120.569 and 120.57, Florida Statutes. If you dispute the facts stated in the foregoing Wilmot Intended Department Action (hereinafter Notice), you may petition for a formal administrative hearing pursuant to section 120.57(1), Florida Statutes. If you agree with the facts stated in the Notice, you may petition for an informal administrative hearing pursuant to section 120.57(2), Florida Statutes. You must file the petition with: Clerk of Agency Proceedings, Department of Transportation Haydon Bums Building 605 Suwannee Street, M.S. 58 Tallahassee, Florida 32399-0458 The petition for an administrative hearing must conform to the requirements of Rule 28-106.201(2) or Rule 28-106.301(2), Florida Administrative Code, and be filed with the Clerk of Agency Proceedings by 5:00 p.m. no later than 21 days after you received the Notice. The petition must include a copy of the Notice, be legible, on 8 112 by 11 inch white paper, and contain: 1. Your name, address, telephone number, any Department of Transportation Identifying number on the Notice, If known, the name and identification number of each agency affected, if known, and the name, address, and telephone number of your representative, if any, which shall be the address for service purposes during the course of the proceeding. 2. An explanation of how your substantial interests will be affected by the action descibed in the Notice; 3, A statement of when and how you received the Notice; 4. A statement of all disputed issues of material fad. If there are none, you must so indicate; 5. A concise statement of the ultimate facts alleged, including the specific facts you contend warrant reversal or modification of the agency's proposed action, as well as an explanation of how the alleged facts relate to the specific rules and Statutes you contend require reversal or modification of the agency's proposed action; 6. A statement of the relief sought, stating preciselythe desired action.you wish the agency to take In respect to the agency's proposed action. If there are disputed issues of material fad a formal hearing will be held, where you may present evidence and argument on all issues involved and conduct cross-examination. If there are no disputed issues of material fact an informal hearing will be held, where you may present evidence or a written statement for consideration by the Department Mediation, pursuant to section 120.573, Florida Statutes, may be available if agreed to by all parties, and on such terms as may be agreed upon by all parties. The right to an adminstrative hearing is not affected when mediation does not result in a settlement. Your petition for an administrative hearing shall be dismissed if it is not in substantial compliance with the above requirements of Rule 28-106.201(2) or Rule 28-106.301(2), Florida Administrative Code. If you fall to timely file your petition in accordance with the above requirements, you will have waived your right to have the intended action reviewed pursuant to chapter 120, Florida Statutes, and the action set forth in the Notice shall be conclusive and final. W so W as it W 40 ft in SPATE OF FLORIDA DEPAMMW OMANSPORTATON 960.@16 RECEIPT OF CONNECTION APPLICATION SYSTEMS PiANNNG AND FEE (OR WAIVER OF FEE) 003 IMPORTANT NOTE: Even though your application has been accepted, it may not be complete. We will contact you if more information is needed. (1) APPLICATION NUMBER: ,? p j _ _ 1'49 D APPLICANT: (2) Name/Address Iridian River County Board Of County Commissioners 1840 25th Ri-rPpt Vero Beach, Florida 32460 (3) Project Name: CE 912. rnrri r`1= Tmp y=B pni-s 4 .Pha.B® VEHICLES PER DAY FEE (4) Fee 0 Category A 1-20 $50,00 0 Category 8 21-600 $250.00 0 Category C 601-1200 $1,000.00 0 Category D 1,201-4,000 $2,000.00 0 Category E 4,001-10,000 $3,000.00 0 Category F 101001-30,000 $41000.00 0 Category G 30,001+ $5,000.00 0 Temporary $250.00 4k Safety NO FEE 0 Government Entity NO FEE (5) Application Fee Collected $ (6) Fee Collected By Payment: Certified Check Money Order Name Cashier's Check Check Number Signature (PRIIm Cash Date: Datict Unit (7) Receipt Given Back to Applicant Via 0 Hand Delivery 0 Mail 0 Courier Service 0 Other Applicant (or Agent) Signature (if available) This form bears your application number and serves as your receipt. (8) If fee is waived, give justification below or on separate sheet, FOR AGENCYUSE ONLY. ATTACH COPY OF CHECK ON THE NEXT PAGE Make Checks payable to: State of Florida Department ofTransportadon STATE OF FLORIDA *DEPAMMENF Or RANSPORfAnrRV DRIVEWAY/CONNECTION APPLICATION FOR ALL CATEGOMS 85D -W16 SYSMS PLANNWe amt Page 1 d3 OFFICE USE ONLY Application Number_�9oo-7 4, GlReceived By: ?41& .S 7;�;Li Al ' FDOT srAPFtrYPEOR FwNn Category:_54�� J x LLX©' /fig Y Date: !� �! - 7 Section/Mile Post:, ^ �'/ /V(,r4 /5' 2 3 State Road: 9 Section/Mile Post: State Road:' Instructions -To Applicant • Contaot the Department of Transportation to determine what plans and other documents you are required to submit with your applicatipy • Complete this form (some questions may not apply to you) and attach all necessary documents and submit R to the Department ofd Transportation. o • For help with thts forth contact your local Maintenance or District Office. • Or visit our website at http:/Mml.mygorida.com/onestoppermMting/ for the contact person and phone number in your area • You may also email - driveways49Idot.stafe.fl.us v n .SGC Or call your District or local Florida Department of Transportation Office and ask for Driveway Permits. _--• %P APPLICANT: ter- ez, Check one: _ 0 Owner 0 Lessee 0 Contract to Purchase Name: Indian River Count- y Rog rd of C'rnnn t,y Cnmmi aci on Responsible Officer or Person: ZhrIZtOlpher r Kafer, 7r -2 m If the Applicant is a Company or Organization, Name: - Address: 1840 25th Street City, State: Vero Reanil r F7 rlri ria Zip: 3 2 9 60 Phone: 772-567-8000 Fax: 7ZZ2_7ZB 919' Email: ckafer(d1rC40V,CCM LANDOWNER: (if not applicant) Name: If the Applicant is a Company or Organization, Name: Address: City, State: Zip: Phone: Fax: Email: RECEIVED i J' MAR 0 6 2007 r r DIST,IV M PERMITS ' 40 r.e tr of W 556-mf5 5YMMS PLANWa Page 2d3 AUTHORIZED REPRESENTATIVE: If specified by Applicant to handle, represent, sign, and file the application - NOTE: A notarized letter of authorization must be provided with the Application Name: Company Name: Address: Clty, State: Zip: Phone: Fax: Email: Address of property to be served by permit at known): If address is not known, provide distance from nearest intersecting public street (such as, 500 feet south of Main St.) 375 feet east of intersection of I-95 & CR 512 Check here if you are requesting a Q newdriveway O temporary driveway O modification to existing driveway safety upgrade Does the property owner own or have any interests in any adjacent property? a No 0 Yes, if yes- please describe: Are there other existing or dedicated public streets, roads, highways oraccess easements bordering or within the property? Q No Q Yes, if yes -list them on your plans and indicate the proposed and existing access points. Government Development Review or Approval lnfonnation: Government Contact: Christopher T Kafprr 7, P 7 :ntAgency: Indian EJVPT" r'nnna-y_Pjngj 772-567-8000 Pap03d3 are requesting commercial or industrial access, please indicate the types and number of businesses and provide the boor area square e of each. Use additional sheets if necessary, Check with the Florida DOT Office where you will return this form to determine which of the followinp documents are reouired to complete the review of vour aoplication. Plans should be 11" x 17" (scale 1" x 5n') Note: No plans larger than 2d" x 36" will bA accepted a) Highway and driveway plan profile b) Drainage plan showing impact to the highway right-of-way c) Map and letters detailing utility locations before and after Development in and along the light of way d) Subdivision, zoning, or development plans e) Property map indicating other access, bordering roads and streets Important Notices to Applicant Before Signing Application Proposed access design Parcel and ownership maps including easements (Boundary Survey) Signing and striping plans Traffic Control/Maintenance of Traffic plan Proof of liability insurance Traffic Impact Study Cross section of roadway every 1 W if exclusive tum lanes are The Department Reserves The Right To Change Traffic Features And Devices In Right Of Way At Any Time Proposed traffic control features and devices in the right of way, such as median openings and other traffic control devices, are not part of the connection(s) to be authorized by a connection permit The Department reserves the right to change these features and devices in the future in order to promote safety in the right of way or efficient traffic operations on the highway. Expenditure by the applicant of monies for installation or maintenance of such features or devices shall not create any interest in the maintenance of such features or devices. Significant Changes In Property Use Must Undergo Further Review If an access permit is issued to you it will state the terms and conditions for its use. Significant changes in the use as defined in Section 335.182(9)3 Florida Statutes, of the permitted access not consistent with the terns and conditions listed on the permit may be considered a violation of the permit. All Information I Give It Accurate I certify that I am famillarwfth the information contained in this application and that to the best of my knowledge and Relief, such information is true, complete and accurate. Starting Work On The Driveway Connection After I Get My Permit Means 1 Accept All the Conditions in My Permit 1 will not begin work ontheconnection until.l receive MY Permit and I understand -all -the conditions of the Permit. rdtren I begin work on the connection, I am accepting all conditfo�Alisted In my Permit li1T,L7 M CR 512 Corridor Improvement PERMIT NO. 2007-A-490-0008 State Section No.: 88081 ❑ During construction, highest priority should be given to ensure pedestrian safety. If permission is granted to temporarily close a sidewalk, it should be done with the express condition that an alternate route will be provided, and shall continuously maintain pedestrian features to meet Americans with Disability Act (ADA) standards. ❑ The D.O.T. right-of-way cannot be utilized for on-site construction. ❑ The D.C.T. roadway, sidewalk, etc. must not be disturbed until the off' site improvements shown on the permit are ready to be constructed. This construction should be completed as scion as possible so as to minimize disruption within the RfW, ❑ A copy of this permit and plan will be on the job site at all times during the construction of this facility. ❑ This permit is valid only for work proposed within the D.O.T. right -off -way. Contact Mr. FERNANDO O3EDA 772-633-5334 to schedule a pre - construction conference. Certification acceptance and final approval is contingent upon conformity of all work done according to this permit. ❑ Permittee is cautioned that utilities may be located within the construction area. ❑ Validity of this permit is contingent upon permittee obtaining necessary permits from all other agencies involved. ❑ Before beginning any work the signal maintaining agency must be notified to establish the location of any signal loops, wires, system communications, etc. ❑ Contain all erosion and sedimentation on-site and prevent its entry into the state road storm sewer system. ❑ Give Special attention to MOT note instructing that the local media shall be contacted a week prior to any lane closures on the state road system if it will occur during peak hours or over the span of more than one day. Contact Barbara Kelleher, FDDT Public Information Office at 954-7774090 for guidance on who to contact. Provide a copy of the press release to: Florida Department of Transportation Public Information Office 3400 West Commercial Blvd. Fort Lauderdale, Florida 33309 District Four—Permits 05/24M06 Y Elm ro V ONi C 3 Ch a m o� y y m C zz G �a rn Y O r Z! b o ➢� J J J CD -. >= c_' IT COCD W ^a C) ° N m h n. co (m�7 co m cn G G k' y. m ( y n N N N N N n CD J J(m mm^� _--- D N Cb .,.•a., Q) J a 0J m a N rn C/) � co N O W J � g- y _a :rt ba y�'.NNW 63(4i Oi�gowi W �R 5 O O W K. aaarrnc,,)ti) �C _. co cn torrr ?a 9? ZZ ;A O (11 O Oi v A CO Vt Q1 kF >' 'x0000 00 Q N Q)C) OD co ti Ot 0cz 0 Oyi' m t �rnol co cc_ N A N V N co vz, 'N 000 ro 0 OOOO c o ::00000 0000 Os:`=w o � r F a in 3 Q$h mem �, a �^ m m' '� gR `♦og'i m Mryy $ ¢ a" o w u a w ro r ♦gc'"� 840 `d°a i2'� a m^ 2 me aim cn e2pE2$ o alq u`a nfi a pe¢e•• v i N ^ a e m o" � p a � Sk3m �°ge♦3c'3 an C xN w� Nn $ m n F oama$ $ �4 F"s_a 2: O:lE 2� ^'a m r D yn -�mFF aA0201 mnm�mm y agaxoi 2 m�=m3 O masa• ym o2 `a vmii Tmm ti 2 7 T vrr goT grc �%W, a iai u U O 4 O laid $ tWll O tR �^ m n � 3� c, 9 U O 4 O laid $ tWll O tR �^ m n � 9 iru iYi �^ 6B as o u'io ^ �x !0� !R z(O �\ [� �� C5 !2m � + / � 8 3 - .� k�� 94 15 � . B e _ Cb- B `~ ;w ` ao §®|� , EM7m . e 1 w| e ft DEPARTMENT OF THE ARMY JACKSONVILLE DISTRICT CORPS OF ENGINEERS 400 HIGH POINT DRIVE, SUITE 600 COCOA, FLORIDA 32926 lZrPLYTO --- -' .-'-- ATTENTON OF Regulatory Division North Permits Branch No Cocoa Regulatory Office SAi-2005-8644 (SP -TSD) August 31, 2007. Indian River CountyIry Public Works Department C/o Mr. Christopher Kafer oP - 1840 25t° Street 6,No 20� Vero Beach, FL 32960EE rzRkNG Dear Mr. Kafer: r The U.S. _Army Corps of Engineers (Corps) has completed the review and evaluation of your Department of the Army permit application, iYe number SAJ-2005-8644. Our regulations require that you have an opportunity to review the terms and conditions prior to final signature by the Department of the Army:' Enclosed is an unsigned yr Department of the Army permit instrument (permit) Please read carefully the Special Conditions beginning on page 2 of the permit. These were developed to apply specifically to your project. Water Quality Certification is also required prior to issuance of a permit. The Corps has received a copy of the State of Florida certification for your project. In accordance with General Condition 5 of the permit, any special conditions of the Water Quality Certification have been attached to the Department of the Army permit. so Instructions for Objecting to Permit Terms and Conditions: This Letter contains an initial proffered permit for your proposed project. If you object to certain terms and conditions contained within the permit, you may request that the permit -ble'modified. Enclosed you will find a Notification of Administ ative Appeal Options and Process fact sheet and Request for Appeal (RFA) form. If you choose to object r to certain terms and conditions of the permit, you must follow the directions provided in Section 1, Part A and submit the completed RFA form to the letterhead address. ft In orderfor an RFA to be accepted by.the Corps, the Corps must determine that it is complete, that it meets the criteria under 33 CFR Part 331.5, and that it has been received by the District office within 60 days of the date of the RFA. Should you decide to submit an RFA norm, it must be received at the letterhead address by October 31, 2007. -z - Instructions for Accepting Terms and Conditions and Finalizing Your Permit: It is not necessary to submit an RFA form to the District office, if you do not object to the decision in this letter. In this case, the permit must be signed by the applicant in the space provided on the signature page of the permit. In the case of corporations, acceptance must be by an officer of that corporation authorized to sign on behalf of the corporation. The party responsible for assuring the work is done in accordance with the permit terms and conditions must sign the permit. Please type or print the name and title of the, person signing below the signature and the date signed. PLEASE SIGN AND RETURN.THE PERMIT, IN ITS ENTIRETY, TO THE LETTERHEAD ADDRESS. The permit will be signed by the District Engineer and returned to _you. It is important to note that the permit is not valid until the District Engineer signs it. The Corps Jacksonville District Regulatory Division is committed to improving service to our customers. We strive to perform our duty in a friendly and timely manner while working to preserve our environment. We invite you to take a few minutes to visit the following link and complete our automated Customer Service Survey: http://www.saj.usace.army.mil/permit/forms/customer se -vice htm Your input is appreciated.- favorable or otherwise. If you have any questions concerning this application, you may contact Tamy Dabu in writing at the letterhead address, by electronic mail at tamv.s.dabu@saj02.usace.army.mil, or by telephone at 321-504- 3771 extension 11. Sincerely,_ David S. Hobbie Chief, Regulatory Division Enclosures \f 1 ON1� I7% a1 _-1' ,•r-. n -• • - • 1- .uu 1 �.. - • • r' . • n'u• .•1 n• • �- aim IN 0 1 2411111 Wei Not 6146�m' M WIN 0 INI INN 1111 r u . • • • - • • . • 1 . • s u . • 1 • • e - r ... 1 • 1 • m . 1 1 1 e . - . • 1 . ' . 1n • • . • r Ifyou have questions regarding this decision and/or the - •�r1 1. `- 1 - r-. 1,�...,_�-b,: ;�_1.-`. r r - • u. process youmay •1r, alsocontact: Tamy Dabu, Project_ K1Cirii' Ur' tiNMY: Your signature below grants the right of entry to Corps consultants, to conduct investigations of the project site during the course of notice of any site investigation, and will have the opportunity to participate in Signature of appellant or agent of Engineers personnel, and any government the appeal process. You will be provided a 15 day all site investigations. Telephone number: ft DEPARTMENT GE THE ARMY PERMIT Permittee: Indian River County Public Works Department C/o Mr. Christonher Kafer 1840 25"' Street Vero Beach, FL 32960 rr Permit No: SAJ-2005-8644(SP-TSD) r Issuing Office: U.S. Army Engineer District Jacksonville •' NOTE: The term "you" and its derivatives, as used in this permit, means the permittee or any future transferee. The term "this office" refers to the appropriate district or division office of the Corps of Engineers having jurisdiction over the permitted activity or the appropriate official of that office acting under the authority of the commanding officer. You are authorized to perform work in accordance with the terms and conditions specified below. r Project Description: To widen CR 512 from two lanes to four lanes and install associated stormwater ponds. The permittee is authorized to impact by filling 1.69 acres of waters of the United States .(wetlands) and 5.61 acres of ditches and excavating 0.14 acres of wetlands and 0.11 acres within ditches r' for the widening of CR 512. A new ditch will be excavated in uplands parallel to the widened roadway. so Project Location: The project is located on County Road 512 commencing at the Sebastian River Middle School and continuing up west toward I-95, in Sections 20, 21, and 22, Township 31 South, Range 38 East, Vero Beach, Indian River County, Florida. Wetlands within the project are considered contiguous to the to South Prong of the Sebastian River. Directions to site onto CR 512 River Middle Indian River and head School County, Latitude & Longitude From Jacksonville, take east; Phase IV commences I-95 South; exit at the Sebastian and continues Florida. west toward I-95, Vero Beach, Latitude Longitude 27.767117 -80.528879 North West PERMIT NUMBER: SAJ-2005-8644(SP-TSD) PERMITTEE: Indian River County/CR 512 Phase IV PAGE 2 of 13 Permit Conditions Genera? Conditions: 1. The time limit for completing the work authorized ends on , 2012. if you find that you need more time to complete the authorized activity, submit your request for a time extension to this office for consideration at least one month before the above date is reached. 2. You must maintain the activity authorized by this permit in good condition and in conformance with the terms and conditions of this permit. You are not relieved of this requirement if you abandon the permitted activity, although you may make a good faith transfer to a third party in compliance with General Condition 4 below. Should you wish to cease to maintain the authorized activity or should you desire to abandon it without a good faith transfer, you must obtain a modification of this permit from this office, which may require restoration of the area. 3. If you discover any previously unknown historic or archeological remains while accomplishing the activity authorized by this permit, you must immediately notify this office of what you have found. We will initiate the Federal and State coordination required to determine if the remains warrant a recovery effort or if the site is._eli_gible_for.iisting.in.._.the National Register of Historic Places. 4. If you sell the property associated with this permit, You must obtain the signature and the mailing address of the new owner in the space provided and forward a copy of the permit to this office to validate the transfer of this authorization. 5. if a conditioned water quality certification has been issued for your project, _you must comply with the conditions specified in the certification as special conditions to this permit. For your convenience, a copy of the certification is attached if it contains such conditions. 6. You must allow representatives from this office to inspect the authorized activity at any time deemed necessary to PERMIT NUMBER: SAJ-2005-8644(SP-TSD) PERMITTEE: Indian River County/CR 512 Phase IV PAGE 3 of 13 ensure that it is being or has been accomplished in accordance with the terms and conditions of your permit. Saecial Conditions: 1 1. Reporting Address: All reports, documentation and correspondence required by the conditions of this permit shalt be submitted to the following address: U.S. Army Corps of Engineers, Regulatory Division, Enforcement Section, P.O. Box 4970, Jacksonville, FL 32232. The Permittee shall reference this permit number, SAJ-2005-8644(SP-TSD), on all submittals. s 2. Commencement Notification: Within 10 days from the date of initiating the authorized work, the Permittee shall provide to the Corps a written notification of the date of commencement of work authorized by this permit. ft 3. Erosion Control: Prior to the initiation of any work authorized by this permit, the Permittee shall install erosion control measures along the perimeter of all work areas to prevent the displacement of fill material. Immediately after completion of the final grading of the land surface, all slopes, land surfaces, and filled areas adjacent to wetlands -shall be stabilized using sod, degradable mats, or a combination of similar stabilizing materials to prevent erosion. The erosion control measures shall remain in place and be maintained until all authorized work has been completed and the site has been stabilized. �. 4. Em•Tpment Storage: No equipment or materials may be stored or staged in the wetlands or waters of the United States that have not been permitted for impacts. r 5. Self -Certification: Within 60 days of completion of the authorized work or at the expiration of the construction window • of this permit, whichever occurs first, the Permittee shall complete the attached "Self -Certif_cation Statement of Compliance" form (Attachment 2) and submit to the Corps. In the r event that the completed work deviates, in any manner, from the authorized work, the Permittee shall describe, on the Self - Certification Form, the deviations between the work authorized r by the permit and the work as constructed. Please note that the ft PERMIT NUMBER: SAJ-2005-8644(SP-TSD) PERMITTEE: Indian River County/CR 512 Phase IV PAGE 4 of 13 description of any deviations on the Self -Certification. Form does not constitute approval of any deviations by the Corps. 6. Compensatory Mitigation: The permittee provided offsite wetland enhancement at the St Sebastian River Buffer Preserve, Sebastian, Indian River County, Florida. The permittee plugged four ditches /tributaries. thereby enhancing approximately 42.7 acres of wetlands. Please note that the plugging of the ditches took place within the past 12 months as required by the St Johns River Water Management District (SJRWMD) permit. 7. The offsite enhancement shall include the removal of all exotic and nuisance species from the enhanced wetland area (42.7 acres). Exotic/nuisance species shall include but not be limited to cattails, primrose willow, Brazilian pepper, melaleuca, Australian pines, Chinese tallow, vines and those species listed by the state of Florida, Florida Exotic Pest Plant Control, at the following Internet site: wcdw.fleppc.org. All exotic/nuisance species shall be eradicated by hand, using hand tools. No mechanical equipment may be used. B. Performance Standards: To meet the objectives of the approved compensatory mitigation plan, the Permittee shall achieve the following performance standards: a. At least 80 percent cover by appropriate wetland species (i.e., FAC or wetter). b. Less than 10 percent cover of Category I and II invasive exotic plant species, pursuant to the most current list established by the Florida Exotic Pest Plant Council at http://www.fleppc.org, and shall include the nuisance species primrose willow (Ludwigia peruviana), dog fennel (Eupatorium capillifolium), Bermuda grass (Cynodon spp.), Bahia grass (Paspalum notatum), and cattail (Typha spp.), C. Hydrologic improvements to the 42.7 acres of wetlands that are associated with the four ditch plugs have occurred. Hydrologic improvement must demonstrate that there is no excess water within these wetlands, that these wetlands are not stressed and that there is less than 20 percent mortality to the vegetation within the wetlands. PERMIT NUMBER: SAJ-2005-8644(SP-TSD) PERMITTEE: Indian River County/CR 512 Phase IV PAGE 5 of 13 d. The wetland enhancement areas meet the definition of a jurisdictional wetland according to the U.S. Army Corps of re Engineers criteria, 1987 Wetland Delineation Manual. The Permittee shall achieve the above performance standards by the end of the 5 -year monitoring period, with no maintenance during the 5th year of monitoring. In the event that the above performance standards have not been achieved, the Permittee so shall undertake a remediation program approved by the Corps in accordance with the Pamediation Special Condition of this permit. 9. Monitoring and Reporting Timeframes: To show compliance with the performance standards the Permittee shall complete the following: a. Perform a time -zero monitoring event of the wetland mitigation area(s) within 60 days of completion of the compensatory mitigation objectives identified in the Compensatory Mitigation Special Condition of this permit. r b. Submit the time -zero report to the Corps within 60 days of completion of the monitoring event. The report will e, include a paragraph depicting baseline conditions of the mitigation site(s) prior to initiation of the compensatory mitigation objectives and a detailed plan view drawing of all created, enhanced and/or restored mitigation areas. C. Subsequent to completion of the compensatory ye mitigation objectives, perform semi-annual monitoring of the wetland mitigation areas for the first 3 years and annual monitoring thereafter for a total of no less than 5 years of to monitoring. d. Submit annual monitoring reports to the Corps within » 60 days of completion of the monitoring event. Semi-annual monitoring will be combined into one annual monitoring report. e. Monitor the mitigation area(s) and submit annual monitoring reports to the Corps until released in accordance with the Mitigation Release Special Condition of this permit. +w a PERMIT NUMBER: SAJ-2005-8644(SP-TSD) PERMITTEE: Indian River County/CR 512 .Phase IV PAGE 6 of 13 10. Reporting Format: Annual monitoring reports shall follow a 10 -page maximum report format for assessing compensatory mitigation sites. The Permittee shall submit all documentation to the Corps on 81�-inch by 11 -inch paper, and include the following: a. Project Overview (I Page): (1) Department of the Army Permit Number (2) Name and contact information of Permittee and consultant (3) Name of party responsible for conducting the monitoring and the date(s) the inspection was conducted 4) A summary paragraph defining the purpose for the approved project, acreage and type of aquatic resources impacted, and mitigation acreage and type of aquatic resources authorized to compensate for the aquatic impacts (5) Written description on the location and any identifiable information to locate the site perimeter's) highway) (6) Directions to the mitigation site (from a major i L (7) Dates compensatory mitigation commenced and/or was completed (8) Short statement on whether the performance standards are being met (Q) Dates of any recent corrective or maintenance activities conducted since the previous report submission t (10). Specific recommendations for any additional corrective or remedial actions. b.. Requirements (1 page): List the monitoring requirements and performance standards, as specified in the I approved mitigation plan and special conditions of this permit, r and evaluate whether the compensatory mitigation project site is i PERMIT NUMBER: SAJ-2005-8644(SP-TSD) PERMITTEE: Indian River Count_V/CR 512 Phase IV PAGE 7 of 13 successfully achieving the approved performance standards or trending towards success. C. Summary Data (maximum of 4 pages): Data shall be provided to substantiate the success and/or potential challenges associated with the compensatory mitigation project. Any photo documentation shall be dated and clearly labeled with the direction from which the photo was taken, and be identified on the appropriate maps. d. Maps (maximum of 3 pages): Maps shall be provided to show the location of the compensatory mitigation site relative to other landscape features, habitat types, locations of photographic reference points, transects, sampling data points, and/or other features pertinent to the mitigation plan. e. Conclusions (I page): A general statement shall be included describing the conditions of the compensatory mitigation project. If performance standards are not being met, a brief explanation of the difficulties and potential remedial actions proposed by the Permittee, including a timetable, shall be provided. 11. Remediation: If the compensatory mitigation fails to meet the performance standards 5 years after completion of the compensatory mitigation objectives, the compensatory mitigation will be deemed unsuccessful. Within 60 days of notification by the Corps that the compensatory mitigation is unsuccessful, the Permittee shall submit to the Corps an alternate compensatory mitigation. proposal to fully offset the functional loss that occurred as a result of the project. The alternate compensatory mitigation proposal may be required to include additional mitigation to compensate for the temporal loss of wetland function associated with the unsuccessful compensatory mitigation activities. The Corps reserves the right to fully evaluate, amend, and approve or reject the alternate compensatory mitigation proposal. Within 120 days of Corps approval, the Permittee will complete the alternate compensatory mitigation proposal. 12. Mitigation Release: The Permittee's responsibility to complete the required compensatory mitigation, as set forth in the Compensatory Mitigation Special Condition of this permit PERMIT NUMBER: SAJ-2005-8644(SP-TSD) PERMITTEE: Indian River County/CR 512 Phase Iv PAGE 8 of 13 will not be considered fulfilled until mitigation success has been demonstrated and written verification has been provided by the Corps. A mitigation area which has been released will require no further monitoring or reporting by the Permittee; however the Permittee, Successors and subsequent Transferees remain perpetually responsible to ensure that the mitigation area(s) remain in a condition appropriate to offset the authorized impacts in accordance with General Condition 2 of this permit. Further Information: 1. Congressional Authorities: You have been authorized to undertake the activity described above pursuant to: ( ) Section 10 of the Rivers and Harbors Act of 1899 (33 U.S.C. 403). (X) Section 404 of the Clean Water Act (33 U.S.C. 1344) ( ) Section 103 of the Marine Protection, Research and Sanctuaries Act of 1972 (33 U.S.C. 1413). 2. Limits of this authorization. a. This permit does not obviate the need to obtain other Federal, State, or local authorizations required by law. b. This permit does not grant any property rights or exclusive privileges. C. This permit does not authorize an_v injury to the Property or rights of others. d. This permit does not authorize interference with any existing or proposed Federal projects. 3. Limits of Federal Liability. In issuing this permit, the Federal Government does not assume any liability for the following: W rr PERMIT NUMBER: SAD-2005-8644(SP-TSD) PERMITTEE: Indian River Count PAGE 9 of 13 y/CR 512 Phase IV 40 a. Damages to the permitted project or uses thereof as a result of other permitted or unpermitted activities or from natural causes. b. Damages to the permitted project or uses thereof as a result of current or future activities undertaken by or on behalf of the United States in the public interest. r C. Damages to persons, property, or to other permitted or unpermitted activities or structures caused by the activity r authorized by this permit. d. Design or construction deficiencies associated with the permitted work. e. Damage claims associated with any future modification, suspension, or revocation of this permit. 4. Reliance on Applicant's Data: The determination of this office that issuance of this permit is not contrary to the Public interest was made in reliance on the information you s provided. 5. Reevaluation of Permit Decision: This office may reevaluate its decision on this permit at an_v time the r circumstances warrant. Circumstances that could require a reevaluation include, but are not limited to, the following: r a. You fail to comply with the terms and conditions of this permit. s b. The information provided by you in support of your permit application proves to have been false, incomplete, or inaccurate (see 4 above) C. Significant new information surfaces which this r, office did not consider in reaching the original public interest decision. Such a reevaluation may result in a determination that it is appropriate to use the suspension, modification, and revocation Procedures contained in 33 CFR 325.7 or enforcement procedures w such as those contained in 33 CFR 326.4 and 326.5. The 40 PERMIT NUMBER: SAJ-2005-8644(SP-TSD) PERMITTEE: Indian River County/CR 512 Phase IV PAGE 10 of 13 referenced enforcement procedures provide for the issuance of an administrative order requiring you comply with the terms and conditions of your permit and for the initiation of legal action where appropriate. You'will be required to pay for any corrective measures ordered by this office, and if you fail to comply with such directive, this office may in certain situations (such as those specified in 33 CFR 209.170) accomplish the corrective measures by contract or otherwise and bill you for the cost. 6. Extensions: General Condition 1 establishes a time limit for the completion of the activity authorized by this permit. Unless there are circumstances requiring either a. prompt completion of the authorized activity or a reevaluation of the public interest. decision, the Corps will normally give favorable consideration to a request for an extension of this time limit. • s PERMIT NUMBER: SAJ-2005-8644(SP-TSD) PERMITTEE; Indian River County/CR 512 Phase IV PAGE 11 of 13 Your signature below, as permittee, indicates that you accept and to compl permitit.. y with the terms and conditions of this 9 — ic?- o7 (DATE) (PERMITTEE NAME -PRINTED) This permit becomes effective when the Federal official, designated to act for the Secretary of the Army, has signed below. (DISTRICT ENGINEER) PAUL L. GROSSKRUGER Colonel, U.S. Army District Commander (DATE) PERMIT NUMBER: SAS-2005-8644(SP-TSD) PERMITTEE: Indian River County/CR 512 Phase IV PAGE i2 of 13 When the structures or work authorized by this permit are still in existence at the time the property is transferred, the terms and conditions of this permit will continue to be binding on the new owner(s) of the property. To validate the transfer of this permit and the associated liabilities associated with compliance with its terms and conditions, have the transferee sign and date below. (TRANSFEREE -SIGNATURE) (NAME -PRINTED) (ADDRESS) (CITY; STATE, AND ZIP CODE) (DATE) s PERMIT NUMBER: SAJ-2005-8644(SP-TSD) PERMITTEE: Indian River County/CR 512 Phase IV PAGE 13 of 13 r Attachments to Department of the A=y Permit Neer .GAJ -2005-8644 (ca-mgDII 1. PERMIT DRAWINGS: 12 pages, dated August 3, 2007. r 2. WATER QUALITY CERTIFICATION: St Johns River Water Management District permit file no.: 4-061-56415-4 (Attachment 1, 6 pages). wr 3. 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SUBJECT: LL(4tpiil w, Permit Number ¢061-56415-4 MAR 2 1 Z00% `2 G•R. 512 Corridor Improvements, Phase 1V Dear Sir/Madam; Enclosed is yDur permit as - Manayenent district on authorized b March 13, 2007 the GOVerning Board of the This permit is St. Jo attached MSS, legal document and should has River Water Paiatka'o W/Storrnwat"As-B ut. bake t schedule ffice within thirtyuilf Certi6°,tion FO with your other a PrompF ins days after the rm should bar important documents, pection of the Fork is Com filled in and returned tto. hee In addition Permitted Plated, By so doing, you will e to the MS5 activity, conditions which re w/SforrnWater enable us to compliance to quire as-Buitt Certification Form Permit Co submittal of additional info nditions must be sub ration. ' your permit also contains Permit issuance mitred to the Palatka Information submitted federal, does not relieve ffce addressmitted as state and/or local a You from the res In the gencies assertin Ponsibility of obtainin notified bent you self Property 9 concurrent jurisdiction for9h�5 rmits from any • Y You within Your , the work. valid Permit for the new y days of the s le Can be fransferred prope ale: Please assist to the new Thank any Owner. us in, this Owner, i, we are �. You for your coo matter so as to maintain a do not hesitate to contact Us up tion and ff this °1C8 ance to Sincerely, can be of any further assist eo,,c% _ •_ ��� you, please Gloria Lewis, Director r Permit Data Services Division Enclosures: Per mit with EN Form cc: District Permit File �s). if applicable • Consultant; Masteller.& 1655 27th Molar, Inc. VeStreet, Suite 2 r ro Beach, FL 32960 David G. Grahyo O'AMMAN G o v B p aw R. Clay Alb gM Ac snnv,ue John G. 6owimki, vice NTNG 6 o A Ft o DDALA SUSan Kt r'.. . QaLAN �NANWAN Ann T u-_. -. ST. JOHNS RIVER WATER MANAGEMENT DISTRICT Post Office Box 1429 Palatka, Florida 32178-1429 PERMIT No, 4-061-56415-4 DATE ISSUED: March 13. 2007 PROJECT NAME: C.R. 512 Corridor Improvements Phase IV A PERMIT AUTHORIZING: Construction of a surface water management system for C.R. 512 Corridor Improvements_ Phase IV, a 1.4,7rLarrc r�d`.vay' pi6jecL. LOCATION: Section(s): 20, 21, 22 Indian River County ISSUED TO: Township(s): 31S Range(s): 38E Indian River Cc Board of County Commissioners 1840 25th St Vero Beach, FL 32960 Permittee agrees to hold and save the St. Johns River Water Management District and its successors harmless from any and all damages, claims, or liabilities which may arisefrom Permit issuance. Said application, including all plans and specifications attached thereto, is by reference made a part hereof. This permit does not convey to permittee any property rights nor any rights of privileges other than those specified herein,.nor relieve the permittee from complying with any law, regulation or requirement affecting the rights of other bodies or agencies. All structures and works installed by permittee hereunder shall remain the property of the permittee. This permit may be revoked, modified or transferred at any time pursuant to the appropriate provisions of Chapter 373, Florida Statutes: PERMIT IS CONDITIONED UPON: See conditions on attached "Exhibit A", dated March 13, 2007 AUTHORIZED BY: St. Johns River Water Management District Department of Water Resources By: C JBTt Elledge (Director) Governing Board By: l Kirb B. Green III (A sl ant Secreta M . I "EXHIBIT A" • CONDITIONS FOR ISSUANCE OF PERMIT NUMBER 4-061-56495-4 INDIAN RIVER CO DATED MARCH 3�200Ty 7OMMlSSIQNERS 1. Ali activities shall be.impiemented as set forth in the plans, specifications and performance criteria as approved by this permit. Any deviation from the permitted activity and the conditions for undertaking that activity shall constitute a violation of this permit. 2. This permit or a copy thereof, complete with all conditions, attachments, exhibits, and modifications, shall be kept at the work site cf the permitted activ�ty.j The complete permit shall be available for review at the work site upon request by Dis,nc4 staff• p�r,:,;. ee shall require the contractor to review the complete permit priorto commencement of the r' activity authorized by this permit. 3. Activities approved by this permit shall be conducted in a manner which do not cause violations of state water quality standards. 4. Prior to and during construction, the permittee shall implement and maintain all erosion and • sediment control measures (best management practices) required to retain sediment Dn-site and to prevent violations of state water quality standards. All practices must be in accordance with the guidelines and specifications in chapter 6 of the Florida Land Development Manual: A Guide to Sound Land and Water Management (Florida Department of Environmental Regulation 1968), which are incorporated by reference, unless a project specific erosion and sediment control plan is approved as part Df the permit, in which case the practices must be in accordance with the plan. if site specific conditions require additional measures during any phase of construction or operation to prevent erosion or control sediment, beyond those specified in the erosion and sediment control plan, the permittee shall implement additional best management practices as necessary, in accordance with the specifications in chapter 6 of the Florida Land Development Manual: A Guide to Sound Land and Water Management (Florida Department of Environmental Regulation 1988). The permittee shall correct any erosion or shoaling that causes adverse • impacts to the water resources. 5. Stabilization measures shall be initiated for erosion and sediment control on disturbed areas .. as soon as practicable in portions of the site where construction activities have temporarily or permanently ceased, but in no case more than 7 days after the construction activity in that portion of the site has temporarily or permanently ceased. 6. At feast 48 hours prior to commencement of activity authorized by this permit, the permittee shall submit to the District a Construction Commencement Notice Form No. 400-4.900(3) indicating the actual start date and the expected completion date. 7. When the duration of construction will exceed one year, the permittee shall submit construction status reports to the District on an annual basis utilizing an Annual Status Report Form No. 40C-4.900(4). These forms shall be submitted during June of each year. 8. For those systems which will be operatedor maintained by an entity which will require an easement or deed restriction in order to provide that entity with the authority necessary to uch easement or deed restriction, together with any other operate or maintain the system, s final operation or maintenance documents as are required by subsections 7.1.1 through 7.1.4 of the Applicant's Handbook: Management and Storage of Surface Waters, must be submitted to the.District-for approval, Documents. meeting. the requirements set forth in these subsections of the Applicant's Handbook will be approved. Deed restrictions, easements and other operation and maintenance documents which require recordation either with the Secretary of State or the Clerk of the Circuit Court must be so recorded prior to lot or unit saies-within the project served by the system, or upon completion of construction of the system, whichever occurs first. For those systems which are proposed to be maintained by county or municipal entities, final operation and maintenance documents must be received by the District when maintenance and operation of the system is accepted by the local governmental. entity. Failure to submit the appropriate final documents referenced in this paragraph will result in the permittee remaining liable for carrying out maintenance and operation of the permitted system. 9. Each phase or independent portion of the permitted system must be completed in accordance with the permitted pians and permit conditions prior to the initiation of the permitted use of site infrastructure located within the area served by the portion or phase of the system. Each phase or independent.portion of the system must be completed in accordance with the permitted plans and permit conditions prior to transfer of responsibility for operation and maintenance of that phase or portion of the system to local government or other responsible entity. 10. Within 30 days after completion of construction of the permitted system, or independent portion of the system, the permittee shall submit a written statement of completion and ceritfication by a registered professional engineer or other appropriate individual as authorized by law, utilizing As Built Certfcation Form 40C-1.181(13) or 40C-1.181(14) supplied with.this.permit. When the completed system differs substantiali.y from the permitted pians,. any substantial deviations shall be noted and explained and two copies of as -built drawings submitted to the District. Submittal of the completed from shall serve to notify the District that the system is ready for inspection. The statement of completion and certification shall be.based on on-site observation of construction (conducted by the registered professional engineer, or other appropriate individual as authorized bylaw, or under his or her direct supervision) or review of as -built drawings for the purpose of determining If the work was completed in compliance with approved plans and specifications. As -built, drawings. shall be the permitted drawings revised to reflect. any changes made during construction, Both the original and any revised specifications must be clearly shown. The plans must be clearly labeled as "as -built" or "record" drawing. All surveyed dimensions and elevations shall be certified by a registered surveyor. The following information, at a minimum, shall be verified on the as -built drawings: 1. Dimensions and elevations of all discharge structures including all weirs, slots, gates, pumps, pipes, and oil and grease skimmers; 2. Locations, dimensions, and elevations of all filter, exfiltration, or underdrain systems inbludintg--cteanouts, pipes, connertionstocontrol-structures, and points -of discharge to the receiving waters; 3. Dimensions, elevations, contours, or cross-sections of all treatment storage areas sufficient to determine state -storage relationships of the storage area and the permanent pool depth and volume below the control elevation for normally wet systems, when appropriate; 4. Dimensions, elevations, contours, final grades, or cross-sections of the system to determine flow directions and conveyance of runoff to the treatment system; 5. Dimensions, elevations, contours, final grades, or cross-sections of all conveyance systems utilized to. convey off-site runoff around the system; 6, Existing water elevations) and thio date determined and Elevati in and location of benchmark(s) for the survey, 11, The operation phase of this permit shall not -become effective until the permittee has r+ complied with the requirements of general condition 9 above, the District determines the system to be in compliance with the permitted plans, and the entity approved by the District in accordance with subsections 7.1.1 through 7.1.4 of the Applicant's Handbook: Management and Storage of Surface Waters, accepts responsibility for operation and maintenance of the system. The permit may not be transferred to such an approved operation and maintenance entity until the operation phase of the permit becomes effective. Following inspection and approval of the permitted system by the District, the permittee shall request transfer of the permit to the responsible approved operation and maintenance entity, If different from the permittee. Until the permit is transferred pursuant to section 7.1 of the Applicant's Handbook: Management and Storage of Surface Waters, the permittee shall be liable for compliance with the terms of the permit �. 12. Should any other regulatory agency require changes to the permitted system, the permittee shall provide written notification to the District of the changes.prior implementation so that a determination can be made whether a permit modification is.required. 13. This permit does not eliminate the necessity to obtain any required federal, state, local and special district authorizations prior to the start of any activity approved by this permit. This 40 permit does not convey to the permittee or create in the permittee any property right, or any interest in real property, nor does it authorize any entrance upon or activities on property which isnot owned or controlled by the permittee, or convey any rights or privileges other than those specified in the permit and chapter 40C-4 or chapter 40C-40; F.A.C. 4W 1 14. The permittee shall hold and save the District harmless from any and all damages, claims, or liabilities which may arise by reason of the activities authorized by the permit or any use °i of the permitted system. 15. Any delineation of the extent of a wetland or other surface water.submitted as part of the +r permit application, including plans or other supporting documentation, shall not be considered specifically approved uniess a specific unless a specific condition of this permit or a formal determination under rule 40C-1.1006, F.A.C.., provides otherwise. Ow 16. The permittee shall notify the District in writing within 30 days of any sale, conveyance, or other transfer of ownership or control of the permitted system or the real property at which Ow the permitted system is located. All transfers of ownership or transfers of a permit are subject to the requirements of rule 40C-1.612, F.A.C. The permittee transferring the permit shall remain liable for any corrective actions that may be required as a result of any permit V(6IaYiCSnS plicr tO -SUCh Sale conveyance or other transfer. 17. Upon reasonable notice to the permittee, District authorized staff with proper identification shall have permission to enter, inspect, sample and test the system to insure conformity with the plans and specifications approved by the permit. 18. The permtttee shall immediately notify the District in writing of any previously submitted information that is later discovered to be inaccurate. 19. This permit for construction will expire five years from the date of issuance. 20. At a minimum, all retention and detention storage areas must be excavated to rough grade prior to building construction or placement of impervious surface within the area to be served by those facilities. To prevent reduction in storage volume and percolation rates, all accumulated sedirnent,must be removed from the storage area prior to final grading and stabilization. r 21. All wetland areas or water ooaies a tai aM UUtQ1Uur-- - authorized by this permit must be protected from erosion, siltation, scouring or excess turbidity, and dewatering. 22. Prior to construction, the permittee must clearly designate the limits of construction on-site. The permittee must advise the contractor that any work outside the limits of construction, including clearing, may be a violation of this permit. 23. The Permittee must furnish the District with two copies of an annual monitoring report in the month of August on District form EN-55, for the time period stated in this permit's success criteria condition. Any delineation of the extent of a wetiand or other surface water submitted as pal of the pe,, m„ application, including plans or other supporting documentation, shall not be considered specifically approved unless a specific condition of this permit or a formal determination under rule 400-1.1006, F,A.C., provides otherwise. 24. The surface water management system shall. be constructed in accordance with the plans and information received by the District on January 17, 2007. 25. The stormwater management system must be inspected by the operation and maintenance entity once within two years after the completion of construction and every two years thereafter to insure that the system is functioning as designed and permitted. if a required inspection reveals that the system is not functioning as des'igned.and.permitted,, then within 14 days of that inspection the entity shall submit an Exceptions Report on form number 40C- 42.900(6), Exceptions Report for Stormwater Management System Out of Compliance. The operation and maintenance entity must maintain a record of each required inspection, including the date of inspection, the name, address, and telephone number o, the inspector, and whether the system was functioning as designed and permitted, and make such record available for inspection upon request by the District during normal business hours. 26. Conditions 23-35 of permit number 4-061-56415-1 remain in full force to insure that all the mitigation is completed, monitored and meets the success criteria outlined in the stated conditions. �.J 7 4W Florida Department of Charlouis Governor Environmental Protection lei. Go Lt. Govvernorernor Central District 3319 Maguire Boulevard, Suite 232 Michael W. Sole Orlando, Florida 3 28 03-3 76 7 Secretary Notifirat on ofTTSP Of GeninrnlPP mit SENT BY E-MAIL Permittee: Gordon Sparks, Indian River County utilities Utility: Indian River County Utilities Engineer: Stephen Moler, P.E., Masteller & Moler, Inc. Permit Number: WD31-0039206-689 o"' Project Name: CR 512 Corridor Improvements Phase IV County: Indian River Project Description: Fourteen branches off the existing 20 -inch main along CR 512 between STA 43+00 r and 139+00 To the Permittee: Gordon Sparks, Environmental Engineer r In response to your request, this document is to advise you that the Department has received your notice of intent to use a general permit as provided in Chapter 62-555, Florida Administrative Code (FA.C.), to construct a water distribution system extension and is not at this time objecting to your use of r such general permit. Please be advised that you are required to abide by all conditions in Chapters 62-4, 62-550, 62-555, the general requirements for general permits, and Rule 62-555.405, F.A.C. A LETTER OF CLEARANCE MUST BE ISSUED BY THE DEPARTMENT PRIOR TO W PLACEMENT OF THIS PROJECT INTO SERVICE. FAILURE TO DO SO WILL RESULT IN THE PERMITTEE BEING SUBJECT TO APPROPRIATE ENFORCEMENT ACTION. To obtain the clearance letter, the engineer -of -record must submit a "Request for Letter of Release to Place r Water Supply System into Service" [DEP Form 62-555.900(9), FR.C.] (Attached), a copy of this letter and satisfactory bacteriological test results (with chlorine residuals indicated) taken on two consecutive days from the proposed mains at the 11 sampling locations designated on the drawings and from one point each on the 8 -inch branches near STA 92+00, 114+00 and 139+00; no hydrant shall be used for sample collection. r Water sample forms must indicate specific recommended sample locations and file number above. Permit expiration date is five years from the date of issuance. 71 W to r Richard S. Lott, P.G., P.E. Manager — Drinking Water Program Date: March 8, 2007 RSL/ohm/jo essnarks cr.ireEov.com; rnastmolr(cDbellsoutb.net: More Pywmium. Lens Po'arc.es " Go w 7 r Charlie Cris! Florida Department of Governor Environmental Protection leffKottkamp LL Governer Central District 33]9 Maguire Boulevard, Suite 232 Michael W. Sole Orlando, Florida 32803-3767 Secrebn, Sent via e-mail: gsnarlcs(d!irceov.com +i pEgMPT NUMBER: 0180721-013 PERMITTEE: COUNTY: Indian River GORDON SPARK INDIAN RIVER CO UTILITIES DEPT PROCR 512 Corridor Improvements PROJECT: Phase IV 1840 25m ST 7 GENERATING: No new flow VERO BEACH FL 32960 CONNECTED TO: IRCUD/Central WWTF r r Dear Mr. Sparks: This letter acknowledges receipt of your Notification/Application for Constructing a Domestic Wastewater CGRection/Transmission System for the subject project. O'ur office received the Notice on February 6. 2007. This is to advise you that the Department does not object to your use of such GeneraiPernut. 40 Please noie the attached requirements apply to your use of this General Permit for constructing the proposed domestic wastewater conection/trawnrission system. In accordance with Rule 62-4.540(13), F.A.C.; this authorization shall be good for a period of five years from the date of this letter. You are further advised that the constriction activity must conform to the description contained in your Notification/Application for Constructing a Domestic Wastewater CoIlecdon/Transmission System and wr that any deviation will subj edthe permittee to enforcement action and possible penalties. Sincerely, Dennise Judy(/ Program Manager Domestic Waste Permitting r Date: February 12, 2007 DT/cs/ply r cc: Sr phenMole,, P.E. (via e-mail: mamic rbellsouth.net) ;44ar Protection. Less Procmi H4 .deV.SlSit.17 us w 0 V W ft REQUIREMENTS FOR USE OF THE GENERAL PERMIT FOR DOMESTIC WASTEWATER COLLECTiONITRANSMISSION SYSTEMS: 1. This general permit is subject to the general permit conditions of Rule 62-4.050, F.A.C., as applicable. This rule is available at the Department's Internetsite at: http://www.dep.state.fl.usAvaterlwastewater/niles.hm#domestic [62-4.050]. 2. This general permit does not relieve the permittee of the responsibility for obtaining a dredge and fill permit where it is required. [62-604.600(6)(b) 1, 11-6-031 3. This general permit cannot be revised, except to transfer the permit [62-604.600(6)(b) 27 11- 6-03] 4. Upon completion of construction of the collection/transmission system project, and before placing the facilities into operation for any purpose other than testing for leaks or testing equipment operation, the permittee shall submit to the Department's Central District Office, Form 62-604.300(8)(b), Request .for Approval to Place a Domestic Wastewater Collection/Transmission System into Operation. This form is available at the Department's Internet site at: httpa/www.dep.state.fl.us/water/wastewater/fo=s.htm [62-604.700(2), 11- 6-031 r 5. The.new or modified collection/transmission facilities shall not be placed into service until the Department clears the projectfor. use. [62-604.700(3),11-6-03] r 6. Abnormal events shall be reported to the Department's Central District Office in accordance with Rule 62-604.550, F.A.C. For unauthorized spills of wastewater in excess of 1000 gallons per incident, or where information indicates that public health or the environment may be endangered, oral reports shall be provided to the STATE WARNING POINT TOLL FREE NUMBER (800) 320-0519 as soon as practical, but no later than 24 hours from the ■, time the permittee or other designee becomes aware of the circumstances. Unauthorized releases or spills less than 1000 gallons per incident are to be reported orally to the Department's Central District Office. within 24 hours from the time the permittee, or other �. designee becomes aware of the circumstances. [62-604.550, 11-6-03] W W Yr No r M