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HomeMy Public PortalAbout2000 KB Beach Nourishment - Joint Coastal PermitFLOR A Jeb Bush Governor Department of Environmental Protection Marjory Stoneman Douglas Building 3900 Commonwealth Boulevard David B. Struhs Tallahassee, Florida 32399-3000 Secretary CERTIFIED - RETURN RECEIPT REQUESTED June 2, 2000 Mr. R. Harvey Sasso, P.E. Coastal Systems International, Inc. 464 South Dixie Highway Coral Gables, Florida 33146 Permit No. 0160856-001-JC, Dade County Permittee: Village of Key Biscayne Project: Key Biscayne Beach Nourishment Dear Mr. Sasso: Your request for a Joint Coastal Permit, issued pursuant to Chapter 161 and Part IV of Chapter 373, Florida Statutes, and Title 62, Florida Administrative Code, has been approved by the Department. Please read the enclosed permit and permit conditions closely before starting construction. Particularly note the permit conditions pertaining to written reports which must be submitted to the Department at specified times. Please be advised that because of the long duration between nourishment events, the Department will require public noticing prior to each future nourishment event. Please direct any questions regarding this document to me by letter at the above address (add Mail Station 300), or by telephone at (850) 487-4471, ext. 121. Sincerely, Keith r Mille Environmental Specialist Office of Beaches and Coastal Systems KJM "Protect, Conserve and Manage Honda's Environment and Natural Resources" n . Ann r.rv.l A Mr. R. Harvey Sasso, P.E. Permit No. 0160856-001-JC Page 2 cc: Amy Woodhead, Coastal Systems International Samuel Kissinger, Village of Key Biscayne Brian Flynn, Miami -Dade County, DERM Dianne Griffin, USACOE, Jacksonville (File No. 199904294 (IP-DSG)) Chuck Sultzman, USFWS, Vero Beach Mike Johnson, NMFS, Miami Robbin Trindell, FWC, BPSM Mark Latch, DEP, M.S. 530 Bill Baggs Cape Florida SRA, 1200 S. Crandon Blvd., Key Biscayne, FL 33149 DEP District 5 Office, 13798 Southeast Federal Hwy, Hobe Sound, FL 33455 David Mayer, DEP, Biscayne Bay Aquatic Preserves Charlie Jabaly, DEP, South Florida Aquatic Preserves Mary Murphy, DEP, Southeast District Bob Brantly, DEP, OBCS Marty Seeling, DEP, OBCS File ' FLORIDA Jeb Bush Governor Department of Environmental Protection Marjory Stoneman Douglas Building 3900 Commonwealth Boulevard David B. Struhs Tallahassee, Florida 32399-3000 Secretary CONSOLIDATED JOINT COASTAL PERMIT AND SOVEREIGN SUBMERGED LANDS AUTHORIZATION PERMITTEE/AUTHORIZED ENTITY: Mr. Sammuel Kissenger, Village Manager Village of Key Biscayne 85 West McIntyre Street Key Biscayne, Florida 33149 Permit/Authorization No.: 0160856-001-JC Date of Issue: June 2, 2000 Expiration Date: June 2, 2020 County: Dade Project: Village of Key Biscayne Beach Nourishment This permit is issued under the authority of Chapter 161 and Part IV of Chapter 373, Florida Statutes (F.S.), and Title 62 and 40, Florida Administrative Code (F.A.C.). Pursuant to Operating Agreements executed between the Department and the water management districts, as referenced in Chapter 62-113, F.A.C., the Department is responsible for reviewing and taking final agency action on this activity. ACTIVITY DESCRIPTION: Approximately 100,000 cubic yards of sand is to be placed along a 6,850 foot section of shoreline at central Key Biscayne between DEP reference monuments R-101 and R-108. The beach fill will have a typical berm elevation of +7.0 feet NGVD, dune elevation of +9.0 feet NGVD, average construction berm width of 35 feet, and a construction foreshore slope of 1 vertical to 10 horizontal. Fill material will be excavated from among three offshore borrow sites located approximately 4,000 feet offshore from the southern tip of Key Biscayne. Subsequent renourishment events are expected to occur every eight to ten years, using the same offshore borrow sources. ACTIVITY LOCATION: The activity is located in central Key Biscayne, Dade County, Section 33, Township 54 North, Range 42 East, within the Atlantic Ocean, Class III Waters.. This permit constitutes a finding of consistency with Florida's Coastal Zone Management Program, as required by Section 307 of the Coastal Zone Management Act. This permit also constitutes certification of compliance with state water quality standards pursuant to Section 401 of the Clean Water Act, 33 U.S.C. 1341. "Protect, Conserve and Manage Florida's Environment and Natural Resources" Panted on recycled paper Permittee: Village of Key Biscayne Permit No.: 0160856-001-JC Page 2 of 16 This activity also requires a proprietary authorization, as the activity is located on sovereign submerged lands owned by the Board of Trustees of the Internal Improvement Trust Fund, pursuant to Article X, Section 11 of the Florida Constitution, and Sections 253.002 and 253.77, F.S. The activity is not exempt from the need to obtain a proprietary authorization. The Department has the responsibility to review and take final action on this request for proprietary authorization in accordance with Section 18-21.0051, F.A.C., and the Operating Agreements executed between the Department and the water management districts, as referenced in Chapter 62-113, F.A.C. In addition to the above, this proprietary authorization has been reviewed in accordance with Chapter 253, F.S., Chapter 18-21, Section 62-312.065, F.A.C., and the policies of the Board of Trustees. As staff to the Board of Trustees, the Department has reviewed the activity described above, and has determined that the nourishment activity qualifies for a Consent of Use for sovereign, submerged lands, and the borrow area activity qualifies for a public easement, as long as the work performed is located within the boundaries as described herein and is consistent with the terms and conditions herein. Therefore, consent is hereby granted, pursuant to Chapter 253.77, F.S., to perform the activity on the specified sovereign submerged lands. The final documents required to execute the public easement have been sent to the Division of State Lands. The Department intends to issue the public easement, upon satisfactory execution of those documents. You may not begin construction of this activity on state- owned, sovereign submerged lands until the public easement has been executed to the satisfaction of the Department. A copy of this authorization has been sent to the U. S. Army Corps of Engineers (USACOE) for review. The USACOE may require a separate permit. Failure to obtain this authorization prior to construction could subject you to enforcement action by that agency. You are hereby advised that authorizations also may be required by other federal, state, and local entities. This authorization does not relieve you from the requirements to obtain all other required permits and authorizations. The above named permittee is hereby authorized to construct the work shown on the application and approved drawings, plans, and other documents attached hereto or on file with the Department and made a part hereof. This permit and authorization to use sovereign submerged lands is subject to the limits, conditions, and locations of work shown in the attached drawings, and is also subject to the General Conditions and Specific Conditions, which are a binding part of this permit and authorization. You are advised to read and understand these drawings and conditions prior to commencing the authorized activities, and to ensure the work is conducted in conformance with all the terms, conditions, and drawings. If you are utilizing a contractor, the contractor also should read and understand these drawings and conditions prior to commencing the authorized activities. Permittee: Village of Key Biscayne Permit No.: 0160856-001-JC Page 3 of 16 GENERAL CONDITIONS: 1. All activities authorized by this permit shall be implemented as set forth in the plans and specifications approved as a part of this permit, and all conditions and requirements of this permit. The permittee shall notify the Department in writing of any anticipated deviation from the permit prior to implementation so that the Department can determine whether a modification of the permit is required. 2. If, for any reason, the permittee does not comply with any condition or limitation specified in this permit, the permittee shall immediately provide the Office of Beaches and Coastal Systems (Office) and the appropriate District office of the Department with a written report containing the following information: a description of and cause of noncompliance; and the period of noncompliance, including dates and times; or, if not corrected, the anticipated time the noncompliance is expected to continue, and steps being taken to reduce, eliminate, and prevent recurrence of the noncompliance. 3. This permit does not eliminate the necessity to obtain any other applicable licenses or permits which may be required by federal, state, local or special district laws and regulations. This permit is not a waiver or approval of any other Department permit or authorization that may be required for other aspects of the total project which are not addressed in this permit. 4. This permit conveys no title to land or water, does not constitute State recognition or acknowledgment of title, and does not constitute authority for the use of sovereignty land of Florida seaward of the mean high-water line, or, if established, the erosion control line, unless herein provided and the necessary title, lease, easement, or other form of consent authorizing the proposed use has been obtained from the State. The permittee is responsible for obtaining any necessary authorizations from the Board of Trustees of the Internal Improvement Trust Fund prior to commencing activity on sovereign lands or other state-owned lands. 5. 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 condition of this permit or a formal determination under section 373.421(2), F.S., provides otherwise. 6. 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. The issuance of this permit does not convey any vested rights or any exclusive privileges. 7. This permit or a copy thereof, complete with all conditions, attachments, plans and specifications, modifications, and time extensions shall be kept at the work site of the permitted Permittee: Village of Key Biscayne Permit No.: 0160856-001-JC Page 4 of 16 activity. The permittee shall require the contractor to review the complete permit prior to commencement of the activity authorized by this permit. 8. The permittee, by accepting this permit, specifically agrees to allow authorized Department personnel with proper identification and at reasonable times, access to the premises where the permitted activity is located or conducted for the purpose of ascertaining compliance with the terms of the permit and with the rules of the Department and to have access to and copy any records that must be kept under conditions of the permit; to inspect the facility, equipment, practices, or operations regulated or required under this permit; and to sample or monitor any substances or parameters at any location reasonably necessary to assure compliance with this permit or Department rules. Reasonable time may depend on the nature of the concern being investigated. 9. At least forty-eight (48) hours prior to commencement of activity authorized by this permit, the permittee shall submit to the Office and the appropriate District office of the Department a written notice of commencement of construction indicating the actual start date and the expected completion date. 10. If historical or archaeological artifacts are discovered at any time on the project site, the permittee shall immediately notify the State Historic Preservation Officer and the Office. 11. Within 30 days after completion of construction or completion of a subsequent maintenance event authorized by this permit, the permittee shall submit to the Office of Beaches and Coastal Systems and the appropriate District office of the Department a written statement of completion and certification by a licensed professional engineer registered in the state of Florida. This certification shall state that: all locations and elevations specified by the permit have been verified; the activities authorized by the permit have been performed in compliance with the plans and specifications approved as a part of the permit, and all conditions of the permit; or shall describe any deviations from the plans and specifications, and all conditions of the permit. When the completed activity differs substantially from the permitted plans, any substantial deviations shall be noted and explained on two copies of as -built drawings submitted to the Department. SPECIFIC CONDITIONS: 1. The terms, conditions, and provisions of the required public easement (Instrument No. 30542, BOT File No. 130221306) shall be met. Construction of this activity shall not commence on sovereign submerged lands, title to which is held by the Board of Trustees of the Internal Improvement Trust Fund, until all public easement documents have been executed to the satisfaction of the Department. Permittee: Village of Key Biscayne Permit No.: 0160856-001-JC Page 5 of 16 2. No work shall be conducted under this permit for the initial or subsequent beach nourishment events until the permittee has received a written notice to proceed for the Department. Prior to the issuance of the notice to proceed, the permittee shall submit the following: a. Final plans and specifications. Two copies of detailed final construction plans and specifications for all authorized activities. These documents shall be signed and sealed by the design engineer, who must be registered in the State of Florida, and shall bear the certifications specified in Rule 62B-41.007(4), F.A.C. The plans and specifications shall include a description of the beach construction methods to be utilized and drawings and surveys which show all biological resources and work spaces (e.g. anchoring area, pipeline corridors, staging areas, boat access corridors, etc.) to be used for this project. The Department may request additional information as necessary in order to review each subsequent maintenance dredging event. Department approval for subsequent events may be contingent upon the permittee's acceptance of additional conditions which may be determined to be appropriate based upon data submitted to the Department in support of your request or upon the results of previous monitoring data. b. Vessel operations plan. The permittee shall submit a description of the beach construction methods to be utilized, a vessel operations plan describing the - mobilization and demobilization of all equipment to the project area and daily operations during construction, and plan view drawings which show all work spaces to be used for this project. The drawings hall include a recent map of the seagrass and hardbottom areas which shows the construction access corridors through and around these resources, to which the contractor shall be confined. The depths (MLW) shall be included on this map and the draft of the vessels permitted within the corridors be specified. The map shall delineate areas where anchoring, spudding down or dropping of any type of equipment will be prohibited. The map shall also delineate all pipeline corridors and buffer zones. c. Turbidity monitoring qualifications. Construction at the project site shall be monitored closely to assure that turbidity levels do not exceed the compliance standards established in this permit. Accordingly, an individual familiar with beach construction techniques and turbidity monitoring shall be present at all times when fill material is discharged on the beach. This individual shall serve as site supervisor and shall have authority to alter construction techniques or shut down the dredging or beach construction operations if turbidity levels exceed the compliance standards established in this permit. The names and qualifications of those individuals performing these functions along with 24 -hour contact information shall be submitted for approval. Permittee: Village of Key Biscayne Permit No.: 0160856-001-JC Page 6 of 16 d. Biological monitoring qualifications. The names and qualifications of those individuals performing the biological monitoring shall be submitted for department approval. All biological monitoring required by this permit shall be conducted by individuals having a good working knowledge of sponge, seagrass and coral taxonomy. 3. At least 7 days prior to the planned commencement date of construction, the permittee shall schedule a pre -construction conference to review the specific conditions of this permit with the contractors, work crews, the Department's staff representatives, and the marine turtle permit holder. The permittee shall provide a minimum of 7 days advance written notification to the following offices advising of the date, time, and location of the pre -construction conference: DEP Office of Beaches and Coastal Systems Mail Station 300 3900 Commonwealth Boulevard Tallahassee, Florida 32399-3000 fax: (850) 488-5257 FWC Bureau of Protected Species Management Office of Environmental Services 620 South Meridian Street Tallahassee, Florida 32399-1600 fax: (850) 921-4369 DEP Southeast District Office Submerged Lands and Environmental Resources Program 400 North Congress Avenue West Palm Beach, Florida 33401 Dade County DERM 33 S.W. 2nd Ave., Suite 300 Miami, Florida 33130-1540 fax: (305) 372-6630 FDEP Bill Baggs Cape Florida State Recreation Area 1200 S. Crandon Blvd. Key Biscayne, Florida 33149 fax: (305) 365-0003 4. The permittee shall require the dredging contractor to have electronic positioning equipment which continuously measures the vertical and horizontal location of the cutterhead, dragarms, dustpan or clamshell at all times during operations. The horizontal positioning equipment shall be installed on the dredge so as to monitor the actual location of the dredge equipment and be interfaced with the depth monitoring device. Horizontal accuracy for dredge positioning shall be 3.0 feet. Vertical accuracy for the dredge depth monitoring shall be 1.0 foot. This equipment shall provide a permanent record of the equipment's position referenced to State Plane Coordinates and NGVD. As a part of the final report the permittee shall provide a daily record of the position of the dredge equipment which includes the borrow area limits and seagrass/hardbottom buffer zones referenced to state plane coordinates and NGVD. Permittee: Village of Key Biscayne Permit No.: 0160856-001-JC Page 7 of 16 5. A 200 foot buffer zone in which dredging is prohibited shall be maintained around the seagrass and/or hardbottom areas in the vicinity of the borrow site(s). The permittee shall ensure that these buffer zones are maintained continuously for as long as dredging occurs at the borrow site(s). 6. The projected toe of fill is not anticipated to impact nearshore seagrass communities; however, post -construction monitoring shall be required to verify that the seagrass communities are not buried by the movement of this sand. If it is determined upon review of the video monitoring and final reporting that the seagrass habitat is buried, then mitigation for impacts shall be required at a ratio of at least 3:1. If such burial occurs, the permittee shall submit a mitigation and monitoring plan to the Office of Beaches and Coastal Systems within 30 days following the determination. Following approval by the Department, the permittee shall implement the plan within the specified time frame. 7. The permittee shall ensure that the pipeline is placed in such a way as to minimize impacts to the seagrass areas to the greatest extent possible. The pipeline corridor is expected to impact approximately 0.14 acreas of seagrass habitat. As mitigation, the permittee shall restore approximately 0.28 acres of seagrasses in the vicinity of Key Biscayne. a. Half of the mitigation will include full restoration of the seagrasses within the pipeline corridor (regardless of acreage). One year after removal of the pipeline, any portion of the pipeline corridor showing signs of impact shall be fully restored. Alterations in topography shall be corrected and unvegetated areas shall be replanted using materials and methods to be approved by the Department. b. An additional 0.14 acres of seagrass restoration work shall be conducted near the project within Biscayne Bay by restoring seagrass beds damaged by propeller scars. This Work shall be accomplished pursuant to the Dade County DERM mitigation plan. 8. The permittee shall maintain a shore -parallel sand dike at the beach disposal area at all times during hydraulic discharge on the beach. The opening of the discharge pipe shall be landward of the dike and at least 500 feet from the end of the dike where discharge water flows onto the beach and into the gulf waters. During the initiation of hydraulic discharge the opening of the pipe may not be extended until the 500 -foot long dike is completed. 9. Pipeline Corridor A may not be used without the appropriate upland written approval from the FDEP Division of Recreation and Parks (Reference General Condition No. 6). Permtittee: Village of Key Biscayne Permit No.: 0160856-001-JC Page 8 of 16 10. The permittee acknowledges that the beach fill area to be constructed is a public beach and shall be accessible to the general public. The permittee shall ensure that signs which identify portions of the nourished beach within the project area as "private" are not erected by any public or private entity. 11. Dredged sand from the borrow areas is authorized for beach fill placement only. Placement at any location other than the beach fill areas depicted on the attached permit drawings will require a permit modification. 12. In order to ensure that manatees are not adversely affected by the construction activities authorized by this permit, the permittee shall adhere to the following conditions: a. The permittee/contractor shall instruct all personnel associated with the project of the potential presence of manatees and the need to avoid collisions with manatees. All construction personnel are responsible for observing water -related activities for the presence of manatee(s), and shall implement appropriate precautions to ensure protection of the manatee(s). b. The permittee/contractor shall advise all construction personnel that there are civil and criminal penalties for harming, harassing, or killing manatees which are protected under the Marine Mammal Protection Act of 1972, the Endangered Species Act of 1973, and the Florida Manatee Sanctuary Act of 1978. The permittee and/or contractor may be held responsible for any manatee harmed, harassed, or killed as a result of construction activities. c. Prior to commencement of construction, the prime contractor involved in the construction activities shall construct and display at least two temporary signs (placards) concerning manatees. For all vessels, a temporary sign (at least 8.5" X 11") reading "Manatee Habitat/Idle Speed In Construction Area" will be placed in a prominent location visible to employees operating the vessels. In the absence of a vessel, a temporary sign (at least 2' X 2') reading "Caution: Manatee Area" will be posted in a location prominently visible to land based, water -related construction crews. A second temporary sign (at least 8.5" X 11") reading "Caution: Manatee Habitat. Idle speed is required if operating a vessel in the construction area. All equipment must be shutdown if a manatee comes within 50 feet of the operation. A collision with and/or injury to a manatee shall be reported immediately to the Florida Marine Patrol at 1-800-DIAL-FMP (1-800-342-5367) and the U. S. Fish and Wildlife Service at (1-904-232-2580) for north Florida or (1-561-562-3909) for south Florida." will be located prominently adjacent to the displayed issued Permittee: Village of Key Biscayne Permit No.: 0160856-001-JC Page 9 of 16 ,construction permit. Temporary notices are to be removed by the permittee upon completion of construction. d. Siltation barriers shall be properly secured so that manatees cannot become entangled, and monitored at least daily to avoid manatee entrapment. Barriers shall not block manatee entry to or exit from essential habitat. e. All vessels associated with the project operate at "no wake/idle speed" at all times while in the construction area and while in water where the draft of the vessel provides less than a four foot clearance from the bottom. All vessels will follow routes of deep water whenever possible. f. If a manatee(s) is seen within 100 yards of the active daily construction/dredging operation, all appropriate precautions shall be implemented to ensure protection of the manatee. These precautions shall include the operation of all moving equipment no closer than 50 feet of a manatee. Operation of any equipment closer than 50 feet to a manatee shall necessitate immediate shutdown of that equipment. Activities shall not resume until the manatee(s) has departed the project area of its own volition. g. Any collision with and/or injury to a manatee shall be reported immediately to the "Manatee Hotline" at 1-800-DIAL-FMP (1-800-342-5367). Collision and/or injury should also be reported to the U. S. Fish and Wildlife Service in Jacksonville (1-904-232-2580) for north Florida or Vero Beach (1-561-562-3909) for south Florida. h. The contractor maintains a log detailing sightings, collisions, or injuries to manatees should they occur during the contract period. A report summarizing incidents and sightings shall be submitted to the FWCC Bureau of Protected Species Management, 620 South Meridian Street, Tallahassee, Florida 32399- 1600 and to the U. S. Fish and Wildlife Service, 6620 Southpoint Drive South, Suite 310, Jacksonville, Florida 32216-0912. This report must be submitted within 90 days of completion of the activities conducted in accordance with the permit. 13. In order to ensure that marine turtles are not adversely affected by the construction activities authorized by this permit, the permittee shall adhere to the following conditions: a. All fill material placed shall be sand which is similar to that already existing on the site in both coloration and grain size. All such fill material shall be free of construction debris, rocks, clay, or other foreign matter, shall be obtained from a source landward of Permittee: Village of Key Biscayne Permit No.: 0160856-001-JC Page 10 of 16 the coastal construction control line or from a source authorized pursuant to Section 161.041, Florida Statutes, and shall, in general, not contain greater than 5 percent fines (passing the #200 sieve) or gravel exclusive of shell material (retained by the #4 sieve), be free of coarse gravel or cobbles, and be suitable for marine turtle nesting. b. Construction related activities are authorized to occur on the nesting beach (seaward of existing coastal armoring structures or the dune crest) during the nesting season under the following conditions. i. A daily marine turtle nest survey of the nesting beach in the vicinity of the project (including areas of beach access) shall be conducted starting April 15 and continue until October 31. Only those nests that may be affected by construction activities shall be relocated unless the Commission has previously authorized such relocation. Nests requiring relocation shall be moved no later than 9 a.m. the morning following deposition to a nearby self -release beach site in a secure setting where artificial lighting will not interfere with hatchling orientation. Nest relocations in association with construction activities shall cease when such activities no longer threaten nests. Nests deposited within areas where construction activities have ceased or will not occur for 65 days shall be marked and left in place unless other factors threaten the success of the nest and the Commission has authorized such relocation. Such nests will be marked and the actual location of the clutch determined. Stake and survey tape or string shall mark a circle with a radius of ten (10) feet, centered at the clutch. No construction activities shall enter thit circle and no adjacent construction shall be allowed which might directly or indirectly disturb the area within the staked circle. ii. No construction activity may commence until completion of the marine turtle survey each day. iii.It is the responsibility of the permittee to ensure that the project area and access sites are surveyed for marine turtle nesting activity. All nesting surveys, nest relocations screening or caging activities etc. shall be conducted only by persons with prior experience and training in these activities and who is duly authorized to conduct such activities through a valid permit issued by the Fish and Wildlife Conservation Commission (FWC), pursuant to Florida Administrative Code 62R-1. c. From April 15 through October 31, staging areas for construction equipment shall be located off the beach. Nighttime storage of construction equipment not in use shall be off the beach to minimize disturbance to sea turtle nesting and hatching activities. No Permittee: Village of Key Biscayne Permit No.: 0160856-001-JC ' Page 11 of 16 temporary lighting of the construction area is authorized at anytime during the marine turtle nesting season (April 14 through October 31). No additional permanent exterior lighting is authorized. d. From April 15 through October 31, all project lighting shall be limited to the immediate area of active construction only and shall be the minimal lighting necessary to comply with U.S. Coast Guard and/or OSHA requirements. Stationary lighting on the beach and all lighting on the dredge shall be minimized through reduction, shielding, lowering, and appropriate placement of lights to minimize illumination of the nesting beach and water. Lighting on offshore equipment shall be minimized through reduction, shielding lowering, and appropriate placement of lights to avoid excessive illumination of the water, while meeting all U.S. Coast Guard and OSHA requirements. e. The applicant shall arrange a meeting between representatives of the contractor, the Department, the FWC, and the permitted person responsible for egg relocation at least 30 days prior to the commencement of work on this project. At least 10 days advance notice shall be provided prior to conducting this meeting. This will provide an opportunity for explanation and/or clarification of the sea turtle protection measures. f. Immediately after completion of the beach nourishment project, the beach shall be tilled as described below. Prior to April 15 for 3 subsequent years if placed sand still remains on the beach, sand compaction shall be monitored in the area of restoration in accordance with a protocol agreed to by the FWC, the Department, the U.S. Fish & Wildlife Service, and the applicant. At a minimum, the protocol provided under a and b below shall be followed. If required, the area shall be tilled to a depth of 36 inches. g. All tilling activity must be completed prior to April 15. If the project is completed during the nesting season, tilling shall not occur in areas where nests have been left in place or relocated unless authorized by the U.S. Fish and Wildlife Service in an Incidental Take Statement. A report on the results of compaction monitoring shall be submitted to the FWC prior to any tilling actions being taken. An annual summary of compaction surveys and the actions taken shall be submitted to the FWC. This condition shall be evaluated annually and may be modified if necessary to address sand compaction problems identified during the previous year. i. Compaction sampling stations shall be located at 500 -foot intervals along the project area. One station shall be at the seaward edge of the dune/bulkhead line (when material is placed in this area) and one station shall be midway between the dune line and the high water line (normal wrack line). Permittee: Village of Key Biscayne Permit No.: 0160856-001-JC Page 12 of 16 ii. At each station, the cone penetrometer shall be pushed to a depth of 6, 12, and 18 inches three times (three replicates). Material may be removed from the hole if necessary to ensure accurate readings of successive levels of sediment. The penetrometer may need to be reset between pushes, especially if sediment layering exists. Layers of highly compact material may lay over less compact layers. Replicates shall be located as close to each other as possible, without interacting with the previous hole and/or disturbed sediments. The three replicate compaction values for each depth shall be averaged to produce final values for each depth at each station. Reports shall include all 18 values for each transect line, and the final 6 averaged compaction values. iii. If the average value for any depth exceeds 500 psi for any two or more adjacent stations, then that area shall be tilled prior to April 15. If values exceeding 500 psi are distributed throughout the project area but in no case do those values exist at two adjacent stations at the same depth, then consultation with the FWC shall be required to determine if tilling is required. If a few values exceeding 500 psi are present randomly within the project area, tilling shall not be required. h. Visual surveys for escarpments along the beach fill area shall be made immediately after completion of the sand transfer operations and prior to April 15 for the following three years and all scarps shall be leveled or the beach profile shall be reconfigured to minimize scarp formation. In addition, weekly surveys of the project area shall be conducted during the two nesting seasons following completion of fill placement as follows. i. The number of escarpments and their location relative to DNR-DEP reference monuments shall be recorded during each weekly survey and reported relative to the length of the beach surveyed (e.g., 50% scarps). Notations on the height of these escarpments shall be included (0 to 2 feet, 2 to 4 feet, and 4 feet or higher) as well as the maximum height of all escarpments. i. Escarpments that interfere with sea turtle nesting or that exceed 18 inches in height for a distance of 100 feet shall be leveled to the natural beach contour by April 15. Any escarpment removal shall be reported relative to R -monument. ii. Any escarpments that exceed 18 inches in height for a distance of 100 feet shall be leveled to the natural beach contour by April 15. If weekly surveys during the marine turtle nesting season document subsequent reformation of escarpments that exceed 18 inches in height for a distance of 100 feet, the FWC shall be contacted immediately to determine the appropriate action to be taken. Upon written notification, the permittee shall level escarpments in accordance with mechanical methods prescribed by the FWC. Permittee: Village of Key Biscayne Permit No.: 0160856-001-JC Page 13 of 16 J. Reports on all nesting activity shall be provided for the initial nesting season and for a minimum of three additional nesting seasons. Monitoring of nesting activity in the three seasons following construction shall include daily surveys and any additional measures authorized by the FWC. Reports submitted shall include daily report sheets noting all activity, nesting success rates, hatching success of all relocated nests, hatching success of a representative sampling of nests left in place (if any), dates of construction and names of all personnel involved in nest surveys and relocation activities. Data should be reported separately for filled areas and nonfilled areas in accordance with the attached Table. All reports should submitted by January 15 of the following year. k. In the event a sea turtle nest is excavated during construction activities, all work shall cease in that area immediately and the permitted person responsible for egg relocation for the project should be notified so the eggs can be moved to a suitable relocation site. 1. Upon locating a dead, injured, or sick endangered or threatened sea turtle specimen, initial notification must be made to the FWC at 1 -800 -DIAL FMP. Care should be taken in handling sick or injured specimens to ensure effective treatment and care and in handling dead specimens to preserve biological materials in the best possible state for later analysis of cause of death. In conjunction with the care of sick or injured endangered or threatened species or preservation of biological materials from a dead animal, the finder has the responsibility to ensure that evidence intrinsic to the specimen is not unnecessarily disturbed. MONITORING REQUIRED: 1. Water Quality Monitoring Borrow Site: Parameter: Turbidity - Nephelometric Turbidity Units (NTUs) Frequency: Every six hours during dredging. Background: At least 150 meters upcurrent from the dredge site, outside of any visible turbidity plume. Samples shall be collected from the surface and 1 meter above the bottom. Compliance: No more than 150 meters downcurrent from the dredge site, in the densest portion of any visible turbidity plume. Samples shall be collected from the surface and 1 meter above the bottom. Beach Nourishment Site: Parameter: Turbidity - Nephelometric Turbidity Units (NTUs) Frequency: Every six hours during dredging. Permittee: Village of Key Biscayne Permit No.: 0160856-001-JC Page 14 of 16 Background: At least 150 meters upcurrent from the discharge point, outside of any visible turbidity plume. Samples shall be collected from the surface and 1 meter above the bottom. Compliance: No more than 150 meters downdrift from and no more than 150 meters offshore of the discharge point within the densest portion of any visible turbidity plume. Samples shall be collected from the surface and 1 meter above the bottom. Weekly summaries of all monitoring data shall be submitted to the Office of Beaches and Coastal Systems and to the Southeast District Office within one week of analysis with documents containing the following information: (1) permit number; (2) dates and times of sampling and analysis; (3) a statement describing the methods used in collection, handling, storage and analysis of the samples; (4) a map indicating the sampling locations; and (5) a statement by the individual responsible for implementation of the sampling program concerning the authenticity, precision, limits of detection and accuracy of the data. Monitoring reports shall also include the following information for each sample that is taken: a) time of day samples taken; b) depth of water body; c) depth of sample; d) antecedent weather conditions; e) tidal stage and direction of flow; f) wind direction and velocity; and g) wave height. The compliance locations given above shall be considered the limits of the temporary mixing zone for turbidity allowed during construction. If monitoring reveals turbidity levels at the beach compliance site greater than 29 NTUs aboEre the associated background turbidity levels, construction activities shall cease immediately and not resume until corrective measures have been taken and turbidity has returned to acceptable levels. 2. Biological Monitoring. The permittee shall submit a biological report within 90 days of completion of the post -construction survey and each annual survey. The report shall summarize the results of the following biological surveys, aerial photography, and mitigation areas and identify any adverse impacts which would be attributable to the project. Each report shall compare the current conditions to a) the pre -construction beseline survey, b) the first post -construction survey, and c) any previous annual survey(s) (where applicable). Each report shall contain an analysis and discussion of the video documentation in regards to any burial, sedimentation, or trauma that has affected the seagrass, coral, sponges, or other related biological communities. a. Pipeline corridor: Underwater seagrass surveys of the pipeline corridor with video documentation immediately prior to pipeline installation, immediately after pipeline placement, within 30 days after pipeline removal, one year after pipeline removal, and continue annually until the corridor has fully recovered. DGPS navigational coordinates Permittee: Village of Key Biscayne Permit No.: 0160856-001-JC Page 15of16 of the dives shall be referenced on the video transects and overlaid on recent aerial photography. b. Nourishment area - in situ scuba surveys. Measurements of the edge of the seagrass in relation to DEP reference monuments shall be taken at 250 -ft. intervals between R-101 through R-109. The location of the edge of the seagrass beds shall be determined (with at least 1 ft. accuracy) prior to fill placement, within 30 days after construction, and at one-year post -construction. c. Nourishment area - aerial photography. Flight -dated aerial photography shall be taken during the summer at one-year following placement of fill and submitted to the Department biannually (every other year) for the duration of the permit. The aerials must be color, vertical aerial photographs, controlled and rectified at a scale appropriate for post -production digitilization and a scale and clarity sufficient to delineate seagrass areas. The flight line shall include all of the beach fill, pipeline corridor, borrow areas, and mitigation areas. The permittee may use existing aerial photography being conducted by the permittee, County or State if it meets the criteria listed above. 3. Hydrographic Monitoring. A hydrographic monitoring program shall be conducted for a minimum of three (3) years following completion of construction. The permittee may incorporate the requirements of this monitoring plan into existing monitoring programs being conducted. The hydrographic monitoring program shall include the following: a. Beach and offshore profile surveys shall be conducted immediately prior to sand placement, immediately following completion of the project, and annually thereafter. Profiles shall be surveyed at DEP reference monuments R-100 through R-113. The profile alignments shall be identical to the azimuths previously established for each monument. All beach profiles shall extend from the monument at least 1,500 feet seaward and out to the depth of closure if greater. Additional surveys may be required following a major storm as determined by the Department. b. The permittee shall submit an engineering report and the monitoring data to the Office of Beaches and Coastal Systems within 90 days of completion of the post -construction survey and each annual survey. The survey data should be submitted on floppy disk in an ASCII format stored according to the department's standards for file structure (contact the Office staff for additional information on specific requirements). The report should summarize the performance of the beach fill project, identify erosion and accretion patterns within the project limits and along the adjacent shorelines, verify the analyses that were conducted in the development of the design of the project, and identify any adverse impacts, which would be attributable to the project. Appendices should include plots of survey profiles and graphical presentations of volumetric and .Permittee: Village of Key Biscayne Permit No.: 0160856-001-JC Page 16 of 16 shoreline position changes for both the monitoring area and at each profile survey. Results should be analyzed for changes since the end of 'construction and between annual surveys. Monitoring reports shall be submitted to the Office of Beaches and Coastal Systems in Tallahassee and the Department's Southeast District office in West Palm Beach. Failure to submit reports in a timely manner constitutes grounds for revocation of the permit. When submitting this information to the DEP, please clearly include, at the top of each page or as a cover page to the submittal: "This information being provided in partial fulfillment of the monitoring requirements in Permit No. 0160856-001-JC." Executed in Tallahassee, Florida. STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION Alfred B. Devereaux, Jr., D rector Office of Beaches and Coas 1 Systems FILING AND ACKNOWLEDGMENT FILED, on this date, pursuant to Section 120.52, Florida Statutes, with the designated Department Clerk, receipt of which is hereby acknowledged. Aajlea"4/4.(_,("/J &AZ /0 0 Deputy Clerk Date FISHER ISLAND ti 1 sketches\135040—PM \135040\PERMIT SKETCHES\(2000-02-23) p BISCAYNE BAY VIRGIKE_NYA R-9 Q4RECEIVE F E B 2 9 2000 OFFICE OF BEACHES & COASTAL SYSTEMS ATLANTIC OCEAN C� D o 3000 6000 PERMIT NO. 16 0 8 56-0 01- c.scALE 1N FEET 1 • = 6000' IR-95 VILLAGE PROJECT AREA OF KEY- R-105 BISCAYNE • BILL GG 'Af�K PROPOSED BORROW AREA A PROPOSED BORROW AREA C R-110 BORROW AREA B ROPOSED INDEX OF SHEETS VILLAGE OF KEY BISCAYNE 1. LOCATION MAP 2. VICINITY MAP 3. PROJECT SITE 4. BORROW AREAS 5. EXISTING SITE CONDITIONS 6. PROPOSED SITE IMPROVEMENTS 7. PROPOSED CONSTRUCTION TEMPLATE 8. PROPOSED CONSTRUCTION TEMPLATE 9. PROPOSED CONSTRUCTION TEMPLATE 10. BORROW SITE LOCATION 11. PIPELINE CORRIDOR 12. BORROW AREA A 13. BORROW AREA B 14. BORROW AREA C 15. CROSS SECTION A-1 16. CROSS SECTION A-2 17. CROSS SECTION A-3 18. CROSS SECTION B-1 19. CROSS SECTION B-2 20. CROSS SECTION C-1 21. CROSS SECTION C-2 22. GENERAL NOTES 85 West McIntyre Street KEY BISCAYNE, FL 33149 COASTAL SYSTEMS INTERNATIONAL, INC 464 South Dbde Highway. Coral Gables. Honda 33146 Tel 305/661-3655 Poe 305/661-1914 w«. CoaslolSystemslnt corn Coastal, E wonmental. Gva Engsneenng and Management VILLAGE OF KEY BISCAYNE BEACH RENOURISHMENT LOCATION MAP JOB 135040.01 BY AGA/AP DATE 02/23/00 SHEET 1 OF 22 Project \135040\PERMIT SKETCHES\(2000-02-23) permit sketches\135040—PM-2 dwg T-86 T-87 R-88 Off B R-89 R-9 BISCAYNE BAY BISCA YNE BAY -91 ®\R-92 ® R-93 -94 R-95 A /R-96 CRANDON R-97 PARK ® R-98 ® R-99 VIUAGE OF KEY BISCAYNE -100 ®'-101 NORTH ® R-102 R-103 A1R-104 AR -105 ® R-106 ® R-107 BILL BAGGS STATE PARK FILL LIMIT PROJECT SITE (6,850 FT) ®R-108 SOUTH FILL LIMIT R-109 PERMIT NO. AR -110 R-111 ® R-112 R-113 0 1500 3000 SCALE IN FEET 1 = 3000' 160856-001-)-c RECEIVED F E B 2 9 2000 OFFICE OF BEACHES & COASTAL SYSTEMS VILIAGE OF KEY BISCAYNE COASTAL SYSTEMS 85 West McIntyre Street KEY BISCAYNE, FL 33149 COASTAL SYSTEMS INTERNATIONAL, INC 464 South Disne Highway, Coral Cables, Honda 33146 tel 305/661-3655 Fos 305/661-1914 ww CooslolSyslems6nt corn Coastal. EnvsronrnenpI, OVi Engmeermg and Management VILLAGE OF KEY BISCAYNE BEACH RENOURISHMENT WNW MAP JOB 135040.01 BY AGA/AP DATE• 02/23/00 SHEET 2 OF 22 CO N V) P1 W 0 0 m cn O 0 D m O N O Project \135040\PERMIT SKETCHES\(200(1-02-23) perrn l sketches\135040-PM-3 ! 1V FEB 2,9 '2000 OFFICE OF BEACHES ,& COASTAL SYSTEMS ' TIDAL'+: DATUM , -SOURCE'NATIONALACEAN,, SERVICE TIDAL;BENCHivIAF K:: 8723170`' -MIAMI ;'BEACH, 'ATLANTIC 'OCEAN, FL, USA MEAN_HIDH WATER 1.7' NCVD MEAN_LOW WATER -0.8' _NCVD ATLANTI, C OCEAN PROJECT SITE ri oject \ i,7JU'fU\rtt MII 5I(t ICHLS\(1000-02-23) permit sketches\135040-PM-1 0 ic c O PT En5 - -T1 CD �C ea CA N N • �� p m 0 o co U 0 0 0 i m O m 0 N O 70O F -,2 PROPOSED BORROW AREA B EXISTING COE/DERM BORROW AREA PROPOSED BORROW AREA A RECEIVED F E B 2 9 2000 OFFICE OF BEACHES & COASTAL SYSTEMS NOTE TIDAL DATUM SOURCE: NATIONAL OCEAN SERVICE TIDAL BENCHMARK 8723170 MIAMI BEACH, ATLANTIC OCEAN, FL, USA -IS 11 ,p t PROPOSED BORROW AREA C 0 400 800 SCALE IN FEET 1" = 800' SKETCHES\(2000-02-23) p 0 0_ SHEET 5 OF 22 OASTAL 0 .¢50 • .900 SCALE:IN FEET . .. . .Ia . 900' .• . . . RNIIT NO. 16 0.8 56-o'O'Z-� n VILLAGE OF KEY BISCAYNE 85 West McIntyre Street KEY BISCAYNE, FL 33149 COASTAL SYSTEMS INTERNATIONAL, INC 464 South Dbae Highway, Coral Gables. flonda 33146 Tel 305/661 -3655 Fax 305/661 -191 ♦ www CoostalSystemsMt corn Coaotal, Enwonmental. Gvd fng,neerng and Management co x RECEIVED FEB 2 20Da OFFICE OF BEACHES & COASTAL SYSTEMS- : LEGEND ECL — CCCL SHORELINE BATHYMETRIC SEAGRASS R-108 Q DNR MONUMENT o EXISTING BUILDING ROADS UPLANDS 1987 COE PAY LINE LOCATION --14— PL-20 • ' u-> CO X VILLAGE OF KEY BISCAYNE BEACH RENOURISHMENT EXISTING CONDmONs JOB 135040.01 BY . AGA/AP DATE. 02/23/00 I I I I I T I I I 1- I 111:111r r--1 I 1pI----)IEIHalp ]T r f ikL-JlL.-Jk[\ G PL -18 PROPOSED STAGING AREA (CRANDON ,PARK) 1999 EDGE OF SEAGRASS BEACH FACE J TOP OF BERM (+7.0' NGVD) EXTENT OF FILL (+7.0' NGVD) TOE OF FILL NO. 16U856-001--).c— PROPOSED STAGING AREA (VILLAGE BEACH PARK) R-108 VILLAGE OF KEY BISCAYNE 85 West McIntyre Street KEY BISCAYNE, FL 33149 COASTAL SYSTEMS INTERNATIONAL, INC 464 South Dhne Highway, Coral Cables, Ronda 33146 Tel 305/661-3655 For 305/661-1914 ..w CooslciSystemsmt cam Coastal Erwnorrtsental Cml Engncang and Management 1 "=900' 0 450 900 SCALE IN FEET 1" 900' RECEIVED FEB 2 9 2000 OFFICE OF BEACHES & COASTAL SYSTEMS PL -20 LEGEND ECL CCCL SHORELINE BATHYMETRIC SEAGRASS DNR MONUMENT EXISTING BUILDING ROADS BEACH FACE TOP OF BERM DUNE • 1987 COE PAY LINE LOCATION VILLAGE OF KEY BISCAYNE BEACH RENOURISHMENT PROPOSED SITE IMPROVEMENTS ,JOB 135040.01 DATE• 02/23/00 BY AGA/AP SHEET 6 OF 22 15- ELEVATION IN FEET (NGVD) 10- 5- 0 —5- -10 DUNE ELEV. +9.0' NGVD CREST ELEV. +7.0' NGVD PROPOSED TEMPLATE PROPOSED FILL R -MONUMENT 0 100 200 DISTANCE IN FEET FROM MONUMENT R-102 0.0' NGVD 300 ELEVATION IN FEET (NGVD) 15— J J 10- 5- 0 —5- -10 PERMIT NO. 16 0 8 5 6-0 0 DUNE ELEV. +9.0' NGVD CREST ELEV. +7.0' NGVD 1 R PROPOSED TEMPLATE PROPOSED FILL R-103 RECEIVED F E E 2 9 2000 OFFICE OF BEACHES & COASTAL SYSTEMS 1 L 1 II [• 1 I I 0 100 200 DISTANCE IN FEET FROM MONUMENT NOTE: SEAGRASS LOCATION IS THE LANDWARD INTERPOLATED POSITION IN THE AREA OF THE TRANSECT 300 COASTAL MS VILLAGE OF KEY BISCAYNE 85 West McIntyre Street KEY BISCAYNE, FL 33149 COASTAL SYSTEMS INTERNATIONAL, INC 464 South Oboe Highway. Coral Cables. Honda 33146 id 305/661-3655 Fax 305/661-1914 -w CoostdSystean nl cam Coastal. FnvronmenW. MI Engneaing and Management VILLAGE OF KEY BISCAYNE BEACH RENOURISHMENT PROPOSED CONSTRUCTION TEMPLATE JOB 135040.01 DATE. 02/23/00 BY AGA/AP SHEET 7 OF 22 15 CO CO U a) U1 E 0 N W U 01 CC — CC a to 0 COASTAL • YSTEMS 10 DUNE ELEV. +9.0' NGVD 100 200 DISTANCE IN FEET FROM MONUMENT 300 R-104 ELEVATION IN FEET (NGVD) 15- 10- 5- -5- -10 R -MONUMENT PERMIT NO. 1608 56-001- DUNE ELEV. +9.0' NGVD CREST ELEV. +7.0' NGVD 10 PROPOSED TEMPLATE PROPOSED FILL G' R-105 RECEIVED E E B 2 9 2000 OFFICE OF BEACHES & COASTAL SYSTEMS 0.0' NGVD 1 0 100 200 300 DISTANCE IN FEET FROM MONUMENT NOTE: SEAGRASS LOCATION IS THE LANDWARD INTERPOLATED POSITION IN THE AREA OF THE TRANSECT VILLAGE OF KEY BISCAYNE 85 West McIntyre Street KEY BISCAYNE, FL 33149 COASTAL SYSTEMS INTERNATIONAL, INC 464 South Dbde Highway, Coral Cables. Florida 33146 Tel 305/661 -3655 Fax 305/661- 191 4 -.w CooetolSysterns6nt corn CoastaL EnvlronmenuL Gvd Engineering and Management VILLAGE OF KEY BISCAYNE BEACH RENOURISHMENT PROPOSED CONSTRUCTION TEMPLATE JOB 135040.01 DATE 02/23/00 BY AGA/AP SHEET 8 OF 22 15- DnLILnG)\<LUUU—UL—LJ) per. Mil srcelcnes\IJJUVU—VM— /tSi awq rI Uin.I \ 1 JJUYU\rLRMi1 ELEVATION IN 10— 0 —5- -10 —5- -10 R -MONUMENT DUNE ELEV. +9.0' NGVD CREST ELEV. +7.0' NGVD 10 R-106 PROPOSED TEMPLATE PROPOSED FILL 0.0' NGVD 0 100 200 DISTANCE IN FEET FROM MONUMENT 300 PERMIT NO. 160 8 56.001- - - R -MONUMENT r� 0 DUNE ELEV. +9.0' NGVD CREST ELEV. +7.0' NGVD 100 200 DISTANCE IN FEET FROM MONUMENT NOTE: SEAGRASS LOCATION IS THE LANDWARD INTERPOLATED POSITION IN THE AREA OF THE TRANSECT PROPOSED TEMPLATE PROPOSED FILL 10 R-107 0.0' NGVD 300 a `\, COAST AL SYSTEMS VILIAGE OF KEY BISCAYNE 85 West McIntyre Street KEY BISCAYNE, FL 33149 COASTAL SYSTEMS INTERNATIONAL, INC 464 South Done Highway, Coral Cables, pow 33146 rel 305/661-3655 Fot 305/661-1914 -.„ Coasto6ystemsint corn Coastal Erroormental Ci67 Engrneenng and Management VILLAGE OF KEY BISCAYNE BEACH RENOURISHMENT PROPOSED CONSTRUCTION TEMPLATE JOB 135040.01 BY AGA/AP DATE. 02/23/00 SHEET 9 OF 22  ; 1999 DERM SEAGRASS SURVEY i_. SEAGRASS SPARSE COVERAGE SEAGRASS MEDIUM  TO  DENSE COVERAGE SOFT CORALS / HARDBOTTOM   200' OFFSET FROM . SEAGRASS COASTAL SYSTEMS 10.1 VILLAGE OF KEY BISCAYNE 85 West McIntyre Street KEY BISCAYNE, FL 33149 COASTAL SYSTEMS INTERNATIONAL, INC 464 South Dine Highway. Coral Cables Ronda 33146 TN 305/661-3655 For 305/661-1914 www CooftoISy,temslnt corn Coastal. EsMrorrnental. Gvi Engineenng and Marugernent JOB. 135040.01 BY AGA/AP VILLAGE OF KEY BISCAYNE BEACH RENOURISHMENT BORROW SITE LOCATIONS DATE. 02/23/00 SHEET 10 OF 22 1999 DERM SEAGRASS SURVEY I� SEAGRASS SPARSE =1 COVERAGE SEAGRASS MEDIUM — TO —DENSE COVERAGE SOFT CORALS / _ HARDBOTTOM 200' OFFSET FROM --- SEAGRASS ,OASTAL S 4.11 : wSTEMS VILLAGE OF KEY BISCAYNE 85 West McIntyre Street KEY BISCAYNE, FL 33149 COASTAL SYSTEMS INTERNATIONAL, INC 464 South DMe 1,911ghwaY. Coal Gables, Honda 33146 T& 306/661-3655 Fax 305/561-1914 r.w Cooslo1Syslemmoli com Coastal. Envi,«vnena4 0.4 Fngv.eenng and Marugemertt VILLAGE OF KEY BISCAYNE BEACH RENOURISHMENT PIPELINE CORRIDOR JOB 135040.01 BY AGA/AP DATE" 02/23/00 SHEET 11 OF 22 C) 9 c 3 2 CO L/) m -i D V 0 CD cm Q 0 m O S s�o n 0 F:\Project\135040 .01\135040\PERMIT SKETCHES\(2000-04-24)REVISION\135040—PM-12-14 d wg • B6 JET PROBE LOCATION ell As VIBRACORE LOCATION f LIGHTED BUOY @ FLORESCENT BUOY AREA TO BE DREDGED TO ELEV. —10' NGVD Le a 1VI SVOJ CD n E n 3 3 0 eP 4 c W 6) F3 w 1,11 • • F:\Project\135040.01\135040\PERIAIT SKETCHES\(2000-04-24)REVISION\135040—PIA-12-14 dwq N cj w F4- w U i— < 0) F 7Cn ii 0 G3 6) G4 I2(p G5 A G6 0 250 500 SCALE IN FEET 1" = 500' ATLANTIC OCEA N PR OPOSED BORR OW AREA 13 (DREDGE TO —10' NGVD) r rl O cr 0 n LEGEND s 86 JET PROBE LOCATION VIBRACORE LOCATION .� LIGHTED BUOY ® FLORESCENT BUOY AREA TO BE DREDGED TO ELEV. —10' NGVD AREA TO BE DREDGED TO ELEV . —13' NGVD F•\Project\135040.01\135040\PERMIT SKETCHES\(2000-04-24)REVISION\135040-PM-12-14 d wg :e 1 0 CO 7VISVOJ w n c� 0 0 0 n M 0 i A N O Ws 2 m :0 0 z oPK C :U _co c rn a m 2_r /00 .iwgV0a a CB 19 05 9 C7 E5 CB -K8-4819 IS) 08 e7 LEGEND 86 JET PROBE LOCATION e As VIBRACORE LOCATION / LIGHTED BUOY OD FLORESCENT BUOY AREA TO BE DREDGED TO ELEV. -10' NGVD AREA TO BE DREDGED TO ELEV. -13' NGVD ATLANTIC OCEAN diH7 di FB 0 250 500 Esi��I SCALE IN fEET 1" = 500' iV :;_1H;1VREI :10 ElOkidfl MC -'s-X00-95 809T D9 s 6) 011 Ell 6) PROPOSED BORR OW AREA C (DREDGE TO -10' NGVD) F10 PR OPOSE D BORR OW AREA C (DREDGE TO -13' NGVD) Ca ca 0 CD r) 0 a w 01 0 N Project \135040\PERMIT SKETCHES\(2000-02-23) permit sketches\135010—PM-15-22 dwg b rn p 0- -20 300 I CO 0 CRAY SAND WITH UNITED SHELL HASH 5 0' p 0.0' NGVD 7. EXIST. BOTTOM ELEVATION d - I d CRAY SAND WITH LIMITED SHELL HASH -HAROBOTTOM 0 5 0' 1"=360' 0 1 1 4 0' DREDGE TO -10' N.G.V i 51 CO ce L t) I CO CL CRAY (108 6/1) FINE TO MEDIUM SAND WITH SOME SHELL HASH AND DENTS 3 5' 4.9' HAROBO iP E1EN RATION DEPTH 4.9' U040' CRAY SAND WITH MEDIUM SHELL HASH CORAL AND HELL FRAGTS . 2' BUFFER ZONE HARDBOTTOM 300 600 ill 1 I I DISTANCE IN FEET CROSS SECTION A-1 900 NOTES: 1. VIBRACORES AND JET PROBES NOT NECESSARILY LOCATED ON SECTION LINE. 2. DEPTH OF LAYERS IS APPROXIMATE BASED ON THE RESULTS FROM VIBRACORES, JET PROBES, AND SUB -BOTTOM PROFILE RECORDS. ACTUAL MATERIAL DEPTHS MAY VARY. 3. SEE SHEET 12 OF 22 FOR LOCATION OF JET PROBES, VIBRACORES, AND SECTION LINES. Project \135040\PERMIT SKETCHES\(2000-02-23) permit sketches\135040-PM-15-22 dwq w $:^ o�oc yy -�F I oi "gz T. m zD • z - y Stn CD 1 0 w w g V) 1,1 -1 m 0 N -4 m Q N O 1 i >0 cn m D0 r— -n cn m= m �(/) PO r -a p 7 -c -€O0 -9S 8 09Z ELEVATION IN FEE( 0- -5- - 10 - 15- -20- CRAY SAND EXIST. BOTTOM ELEVATION.n RAY (. N) CRAY (6/N VERY VERY FINE FINE TO M DIUM TO MEDIUM SAND WITH SOME SAND WITH SHELL HASH— - SIIEII L4 0' PENETRATION SHELL fTLLCTS DEPTH 4 0' PENETRATION HARDBOTTOM 0 4 0' DEPTH 5 2' HARDBOTTOM 0 6 5' [0 II 1"=360' 0 300 I I I p 0.0' NGVD U GRAY SAND WITH LIMITED SHELL HASH 2' BUFFER ZONE HARDBOTTOM 600 900 1 1 1 , 1 1 DISTANCE IN FEET DREDGE TO -10' NCVD. U a CRAY SAND WITH 1110 D SHELL 4 5' CORAL AND IkLL (PACTS . HARDBOTTOM 0 5 5' CROSS SECTION A-2 1200 I RAY (10/Y 7/1) INE 0-1IEDIUM D WITH SOME HELL HASH v/, PENETRATION DEPTH DEPTH 5.7' 1500 NOTES: 1. VIBRACORES AND JET PROBES NOT NECESSARILY LOCATED ON SECTION LINE . 2. DEPTH OF LAYERS IS APPROXIMATE BASED ON THE RESULTS FROM VIBRACORES, JET PROBES, AND SUB -BOTTOM PROFILE RECORDS. ACTUAL MATERIAL DEPTHS MAY VARY. 3. SEE SHEET 12 OF 22 FOR LOCATION OF JET PROBES, VIBRACORES, AND SECTION LINES . n C F l 9494 0 3V.LSV Op Q En Li, 0 a rn� c 2 03 n fs O 01 03 -1 0 N 0 03 m C. 1 Project\135040\PERMIT SKETCHES\(2000-02-23) permit sketches\135040-PM-15-22 dwq ' 0N IIWU3d -c-T00- 58091 0 -15- -20— p 0.0' NGVD BORROW AREA UMffl CRAY (2 5Y 6/N) VERY FINE TO MEDIUM 5AN0o WITH SOME - SHELL HASH PENETRATION. DEPTH 40' sz. 4 EXIST. BOTTOM r) r ELEVATION Q O > d CRAY SAND/ SHELL HASH HARDBOTTOM 0 50' 2' BUFFER ZONE HARDBOTTOM I CO • OO c p_ DREDGE TO > -10' NGVO RAY 6/N VERY FINE TO MEDIUM SAND WITH SOME SHELL S^ SHELL FRAGTS PENETRATION DEPTH DEPTH 5 3' 1"=360' 0 300 600 I 1 1 1 1 1 1 1 DISTANCE IN FEET 40' 45' 5.2' 900 CROSS SECTION A-3 GRAY SANG WITH LINITEO SHELL HASH HARDBOTTOM 0 55' NOTES: 1. VIBRACORES AND JET PROBES NOT NECESSARILY LOCATED ON SECTION LINE. 2. DEPTH OF LAYERS IS APPROXIMATE BASED ON THE RESULTS FROM VIBRACORES, JET PROBES, AND SUB -BOTTOM PROFILE RECORDS. ACTUAL MATERIAL DEPTHS MAY VARY. 3. SEE SHEET 12 OF 22 FOR LOCATION OF JET PROBES, VIBRACORES, AND SECTION LINES. i 1A 0 CD 7va. svo o I'fojecl\13DU4U\I'LHMII SKLILHLS\(2000-U2-23) permit sketches \13504(1 -PM -15-22 dwq co ,f Fri CA LA -< CD CO c.+ cri 0 0 0 CO 0 N 0 m 0 fJ 0 a 'ON !Wi'd3d --C-10-0-9g809T o 0 11 — 1M rCo 03 mmmo • Y M 0) 0) m 0 -20— p 0.0' NGVD 6 EXIST. BOTTOM ELEVATION a CRAY SAND WITH SOME SHELL HASH HARDBOTTOM 0 7.0' ti 0 300 1 1 1 1 CRAY SAND WITH LIMITED SHELL HASH SAND WITH SHELL CORAL FHAGS ' HARDBOTTOM 0 6 0' HARDBOTTOM GRAY SAND WITH UNITED SHELL HASH 6 0 GRAY (6/N) VERY FINE TO MEDIUM SAND WITH SOME SHELL HASH DREDGE TO -ID' NGVD • /\\< , HARDBOTTOM 0 6 0 2' BUFFER ZONE PENETRATION DEPTH 4 3' 600 900 1200 1500 1800 11111111111111 DISTANCE IN FEET CROSS SECTION B-1 NOTES: 1. VIBRACORES AND JET PROBES NOT NECESSARILY LOCATED ON SECTION LINE. 2. DEPTH OF LAYERS IS APPROXIMATE BASED ON THE RESULTS FROM VIBRACORES, JET PROBES, AND SUB -BOTTOM PROFILE RECORDS. ACTUAL MATERIAL DEPTHS MAY VARY. 3. SEE SHEET 13 OF 22 FOR LOCATION OF JET PROBES, VIBRACORES, AND SECTION UNES. 0 'IVISVO D CO z 0 0 m I IVIC LI \ \I LI\IV111 J1\L II .I I LJ\, LVVV WC LJJ 11CI IIIII ,M1CI l11C,\1 3311 Of IM IJ .[ UWIJ rn O ---c-10 0-95 8091 0 — 10 — 15 — 20— l� EXIST . BOTTOM • ELEVATION a gm U GRAY O MEDIUM SAND /1) FINE SOME SHELL HASH PENETRATION DEPTH 55' HARDBOTTOM III 0 I I 300 \j 0 .0' NGVD GRAY SAND WITH SHELL HASH AND FRAGMENTS CORAL AND SHELL TRACTS HARDDOTTOLI 0 70 2' BUFFER ZONE M g DREDGE TO m CONC -10' NGVO i ce cr o a) m U 600 900 11111 DISTANCE IN FEET CROSS SECTION B-2 PENETRATION DEPTH 4 9' 1200 I 1500I NOTES: 1. VIBRACORES AND JET PROBES NOT NECESSARILY LOCATED ON SECTION LINE. 2. DEPTH OF LAYERS IS APPROXIMATE BASED ON THE RESULTS FROM VIBRACORES, JET PROBES, AND SUB —BOTTOM PROFILE RECORDS. ACTUAL MATERIAL DEPTHS MAY VARY. 3. SEE SHEET 13 OF 22 FOR LOCATION OF JET PROBES, VIBRACORES, AND SECTION LINES . rrOject\1J7U4U\rtr( MII 51(tR,1-1L5M2UUU-02-2.5) permit sketches\135040-PM-15-22 dwq o• 0 Pc co co Fri n rn 5 PT cp c.4 cn -< 003 1 �G) = ro m Orn z� O� c =m (!1 rn rn P' b 0 'n >0 to m cow mi �co 0— g -20— m 0 m m O km ZO 11 / 0 NOTES: 1. VIBRACORES AND JET PROBES NOT NECESSARILY LOCATED ON SECTION LINE. 2. DEPTH OF LAYERS IS APPROXIMATE BASED ON THE RESULTS FROM VIBRACORES, JET PROBES, AND SUB -BOTTOM PROFILE RECORDS. ACTUAL MATERIAL DEPTHS MAY VARY . 3. SEE SHEET 14 OF 22 FOR LOCATION OF JET PROBES, VIBRACORES, AND SECTION UNES. 300 r-. DREDGE TO �. -IC NGVO GRAY SAND WITH OWED SHELL HASH 4.5 HAROBOTTOH of - mum -mu o //e 2' BUFFER ZONE HARDBOTTOM \/ 0.0' NCVD 00 Li a CRAY SAND LITTLE OR NO SHELL HASH 600 I • EXIST. BOTTOM ELEVATION 0) La. c 900 1200 1500 1 1 t t I t I, DISTANCE IN FEET CRO SS SECTION C-1 CRAY SAND LITTLE OR NO SHELL HASH HARDBOTTON 0 90' 1800 2100 t 1 t t 1 t CRAY SAND WITH LITTLE SHELL HASH DREDGE TO -13' N G.V D. HDBOTTOMJ 0 9 5' 2400 I 1VJ SVOC -20- w n 0 CD W U1 0 42. PI —1 7V m N W an r iU1cu\IJ .�UyU\rLRMii DI\ L(Lr!L]\1L 000—UL—L 1) permit sKelcnes\I)Du'1I1—rM—ID—LL n wq 0 3 -5 6 DREDGE TO 0 -10' NGVD . m 00 U C) Y(6/1VN ENRYFlNE SONEE0521.11 HASH rn X) PENETRATION --ccpp 1� DEPTH 3.3' -1i Z p i "=360' 0 0 CO cD 3.3' /2 300 6 m Lai CL RAY SANG WITH ELL HASH ORAL 5AELL Ff2ACS RAY SAND WITH H3iL HASH HARDDOTTON 0 5' p 0.0' NGVD 7. SPARCE SEAGRASS T AREA COVERAGE d GRAY SANG \HARDDOTTOM 0 5 5' 2' BUFFER ZONE HARDBOTTOM CRAY SANG HARDDOTTON 0 5' 5 EXIST . BOTTOM N. ELEVATION 7 o U 1 CU w a GRAY SAND DREDGE TO - -13' NG .VD HARDBOTTON 0 8' HARD SHELL,, STONE, CORAL 600 900 1200 1500 1800 2100 2400 2700 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 I 1 1 1 1 1 1 1 DISTANCE IN FEET CRO SS SECTION C-2 NOTES: 1. VIBRACORES AND JET PROBES NOT NECESSARILY LOCATED ON SECTION LINE. 2. DEPTH OF LAYERS IS APPROXIMATE BASED ON THE RESULTS FROM VIBRACORES, JET PROBES, AND SUB -BOTTOM PROFILE RECORDS. ACTUAL MATERIAL DEPTHS MAY VARY. 3. SEE SHEET 14 OF 22 FOR LOCATION OF JET PROBES, VIBRACORES, AND SECTION LINES. TOPOGRAPHIC AND MTHYMETRyC SURVEY NOTES 1. ALL SURVEY DATA WAS OBTAINED BY COASTAL SYSTEMS INTERNATIONAL, INC. DURING FIELD WORK PERFORMED ON 1/26/ - 1/27/1999 AND 2/4 - 2/5/1999. THIS SURVEY WAS CONDUCTED FOR THE VILLAGE OF KEY BISCAYNE, DADE COUNTY, FL. 2. THE PLANE COORDINATES AND BEARINGS SHOWN HEREON ARE BASED ON THE FLORIDA STATE PLANE COORDINATE SYSTEM, NORTH AMERICAN DATUM 1927 (NAD '27), FLORIDA EAST ZONE (0903). THE ELEVATIONS ARE REFERENCED TO THE NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD '29). Iches\135040—PM— 15-22 dwq 3. HORIZONTAL AND VERTICAL CONTROL FOR THIS SURVEY WAS BASED ON FDEP RANGE MONUMENTS R-90 THROUGH R-113 AS FOUND IN DADE COUNTY, UTILIZING STATE PLANE COORDINATES (NAD '27) AND ELEVATION (NGVD '29) PROVIDED BY THE DADE COUNTY DEPARTMENT OF ENVIRONMENTAL RESOURCE MANAGEMENT. 4. ALL OFFSHORE BATHYMETRY SURVEY DATA WAS OBTAINED THROUGH THE USE OF TRIMBLE DGPS HARDWARE AND SOFTWARE COMBINED WITH THE USCG MIAMI DGPS BEACON TO OBTAIN REAL TIME POSITIONING. ALL SOUNDINGS WERE OBTAINED THROUGH THE USE OF AN ODOM ECHOTRAC MODEL 3100 DIGITAL SURVEY FATHOMETER. UPLAND AND NEAR SHORE SURVEY DATA WAS TAKEN WITH A TOPCON GTS-203 TOTAL STATION, A HEWLETT PACKARD HP48GX DATA COLLECTOR, AND TRIMBLE 4700 RTK GPS. 5. CONTOURS ARE SHOWN AT 1 FT INTERVALS. ENGINEERING DESIGN NOTES 1. ALL CONTOURS AND ELEVATION ARE IN FEET AND RELATIVE TO 0.00 FEET NGVD '29. 2. PLANE COORDINATES SHOWN IN THESE DRAWINGS ARP' BASED ON THE FLORIDA STATE PLANE PLANE COORDINATES SYSTEM, FLORIDA WEST ZONE (0903), NORTH AMERICAN DATUM 1927 (NAD 2). 3. CONSTRUCTION BERM WIDTH WILL VARY ALONG THE PROJECT LENGTH. w w 0 I cJ c-� ci co LL - SEAGRASS SURVEY NOTES. 1. SEAGRASS AREAS WERE DELINEATED BY COASTAL SYSTEMS USING RECENT AERIAL PHOTOGRAPHY. 2. SEAGRASS AREAS WERE VERIFIED BY COASTAL SYSTEMS MARINE BIOLOGISTS USING DGPS. 3. THE EXTENT OF SEAGRASS COVERAGE IN THE PROPOSED PIPELINE CORRIDORS WAS DETERMINED THROUGH VIDEO MAPPING AND SPOT DIVES. iu2 Iw ur, g5 m LL 0 J.J 0< Li..0 -,•r SUB -BOTTOM PROFILE SURVEY PERMIT NO, 16 0 8 5 5-5 ,1 _ 3-c- 1. SUB -BOTTOM SURVEYS OF THE PROPOSED BORROW AREAS WERE CONDUCTED BY BERT INSTRUMENTS. 2. AN EDGE -TECH X -STAR CHIRP FULL SPECTRUM SUB -BOTTOM PROFILER WAS USED. 3. POSITIONING WAS ESTABLISHED BY DGPS. _ 0 — j LIO COASTA VILIAGE OF KEY BISCAYNE 1 85 West McIntyre Street KEY BISCAYNE, FL 33149 COASTAL SYSTEMS INTERNATIONAL, INC 464 South Oboe Highway. Coral Gables, Florida 33146 let 335/66t -36S5 Fos 305/661-1914 w. LoostolSystemsInt corn Coastal, EovimniTiriritai, Gel Engiiseaing and Management VILLAGE OF KEY BISCAYNE BEACH RENOURISHMENT V NRAL NOTES JOB 135040.01 DATE 02/23/00 AGA/AP SYSTEMS aY SHEET 22 OF 22