SOUTH FORDA WATER MANAGEMENT DSTRCT ENVRONMENTA RESOURCE PERMT NO. 49-477-S DATE SSUED:January 12, 215 PERMTTEE: PROJECT DESCRPTON: PROJECT OCATON: DEERFED AND CORPORATON 1491 S ORANGE BOSSOM TRA ORANDO, F 32837 Modification of an Environental Resource Perit to authorie construction and operation of a project that includes a storater anageent syste serving 16.54 acres of a residential developent knon as ot 8 Multi-Faily. OSCEOA COUNTY, SEC 3 TWP 25S RGE 29E PERMT DURATON: See Special Condition No:1. This is to notify you of the Districts agency action for Perit Application No. 1486-6, dated August 6, 214. This action is taken pursuant to the provisions of Chapter 373, Part V, Florida Statues (F.S). Based on the inforation provided, District rules have been adhered to and an Environental Resource Perit is in effect for this project subject to: 1. Not receiving a filed request for a Chapter 12, Florida Statutes, adinistrative hearing. 2. 3. 4. the attached 18 General Conditions (See Pages : 2-4 of 5), the attached 1 Special Conditions (See Pages : 5-5 of 5) and the attached 4 Exhibit(s) Should you object to these conditions, please refer to the attached Notice of Rights hich addresses the procedures to be folloed if you desire a public hearing or other revie of the proposed agency action. Please contact this office if you have any questions concerning this atter. f e do not hear fro you in accordance ith the Notice of Rights, e ill assue that you concur ith the Districts action. CERTFCATE OF SERVCE HEREBY CERTFY THAT this ritten notice has been ailed or electronically transitted to the Perittee (and the persons listed in the attached distribution list) this 12th day of January, 215, in accordance ith Section 12.6(3), F.S. Notice as also electronically posted on this date through a link on the hoe page of the Districts ebsite (y.sfd.goveperitting). BY: Charles Walter, P.G. Regulatory Adinistrator Orlando Service Center Page 1 of 5
Application No.: 1486-6 Page 2 of 5 GENERA CONDTONS 1. 2. 3. 4. 5. 6. 7. 8. All activities shall be ipleented folloing the plans, specifications and perforance criteria approved by this perit. Any deviations ust be authoried in a perit odification in accordance ith Rule 62-33.315, F.A.C. Any deviations that are not so authoried shall subject the perittee to enforceent action and revocation of the perit under Chapter 373, F.S. (212). A coplete copy of this perit shall be kept at the ork site of the peritted activity during the construction phase, and shall be available for revie at the ork site upon request by the Agency staff. The perittee shall require the contractor to revie the coplete perit prior to beginning construction. Activities shall be conducted in a anner that does not cause or contribute to violations of state ater quality standards. Perforance-based erosion and sedient control best anageent practices shall be installed iediately prior to, and be aintained during and after construction as needed, to prevent adverse ipacts to the ater resources and adjacent lands. Such practices shall be in accordance ith the State of Florida Erosion and Sedient Control Designer and Revieer Manual (Florida Departent of Environental Protection and Florida Departent of Transportation June 27), and the Florida Storater Erosion and Sedientation Control nspectors Manual (Florida Departent of Environental Protection, Nonpoint Source Manageent Section, Tallahassee, Florida, July 28), unless a projectspecific erosion and sedient control plan is approved or other ater quality control easures are required as part of the perit. At least 48 hours prior to beginning the authoried activities, the perittee shall subit to the Agency a fully executed For 62-33.35(1), Construction Coenceent Notice indicating the expected start and copletion dates. f available, an Agency ebsite that fulfills this notification requireent ay be used in lieu of the for. Unless the perit is transferred under Rule 62-33.34, F.A.C., or transferred to an operating entity under Rule 62-33.31, F.A.C., the perittee is liable to coply ith the plans, ters and conditions of the perit for the life of the project or activity. Within 3 days after copleting construction of the entire project, or any independent portion of the project, the perittee shall provide the folloing to the Agency, as applicable: a. For an individual, private single-faily residential delling unit, duplex, triplex, or quadruplex- Construction Copletion and nspection Certification for Activities Associated With a Private Single- Faily Delling Unit[For 62-33.31(3)]; or b. For all other activities- As-Built Certification and Request for Conversion to Operational Phase [For 62-33.31(1)]. c. f available, an Agency ebsite that fulfills this certification requireent ay be used in lieu of the for. f the final operation and aintenance entity is a third party: a. Prior to sales of any lot or unit served by the activity and ithin one year of perit issuance, or ithin 3 days of as- built certification, hichever coes first, the perittee shall subit, as applicable, a copy of the operation and aintenance docuents (see sections 12.3 thru 12.3.3 of Applicants Handbook Volue ) as filed ith the Departent of State, Division of Corporations and a copy of any easeent, plat, or deed restriction needed to operate or aintain the project, as recorded ith the Clerk of the Court in the County in hich the activity is located. b. Within 3 days of subittal of the as- built certification, the perittee shall subit Request for Transfer of Environental Resource Perit to the Perpetual Operation Entity [For 62-33.31(2)] to transfer the perit to the operation and aintenance entity, along ith the docuentation requested in the for. f available, an Agency ebsite that fulfills this transfer requireent ay be used in lieu of the for. The perittee shall notify the Agency in riting of changes required by any other regulatory agency that
Application No.: 1486-6 Page 3 of 5 GENERA CONDTONS require changes to the peritted activity, and any required odification of this perit ust be obtained prior to ipleenting the changes. 9. 1. 11. 12. 13. 14. 15. 16. This perit does not: a. Convey to the perittee any property rights or privileges, or any other rights or privileges other than those specified herein or in Chapter 62-33, F.A.C.; b. Convey to the perittee or create in the perittee any interest in real property; c. Relieve the perittee fro the need to obtain and coply ith any other required federal, state, and local authoriation, la, rule, or ordinance; or d. Authorie any entrance upon or ork on property that is not oned, held in easeent, or controlled by the perittee. Prior to conducting any activities on state-oned suberged lands or other lands of the state, title to hich is vested in the Board of Trustees of the nternal proveent Trust Fund, the perittee ust receive all necessary approvals and authoriations under Chapters 253 and 258, F.S. Written authoriation that requires foral execution by the Board of Trustees of the nternal proveent Trust Fund shall not be considered received until it has been fully executed. The perittee shall hold and save the Agency harless fro any and all daages, clais, or liabilities that ay arise by reason of the construction, alteration, operation, aintenance, reoval, abandonent or use of any project authoried by the perit. The perittee shall notify the Agency in riting: a. ediately if any previously subitted inforation is discovered to be inaccurate; and b. Within 3 days of any conveyance or division of onership or control of the property or the syste, other than conveyance via a long-ter lease, and the ne oner shall request transfer of the perit in accordance ith Rule 62-33.34, F.A.C. This does not apply to the sale of lots or units in residential or coercial subdivisions or condoinius here the storater anageent syste has been copleted and converted to the operation phase. Upon reasonable notice to the perittee, Agency staff ith proper identification shall have perission to enter, inspect, saple and test the project or activities to ensure confority ith the plans and specifications authoried in the perit. f any prehistoric or historic artifacts, such as pottery or ceraics, stone tools or etal ipleents, dugout canoes, or any other physical reains that could be associated ith Native Aerican cultures, or early colonial or Aerican settleent are encountered at any tie ithin the project site area, ork involving subsurface disturbance in the iediate vicinity of such discoveries shall cease. The perittee or other designee shall contact the Florida Departent of State, Division of Historical Resources, Copliance and Revie Section, at (85) 245-6333 or (8) 847-7278, as ell as the appropriate peritting agency office. Such subsurface ork shall not resue ithout verbal or ritten authoriation fro the Division of Historical Resources. f unarked huan reains are encountered, all ork shall stop iediately and notification shall be provided in accordance ith Section 872.5, F.S. Any delineation of the extent of a etland or other surface ater subitted as part of the perit application, including plans or other supporting docuentation, shall not be considered binding unless a specific condition of this perit or a foral deterination under Rule 62-33.21, F.A.C., provides otherise. The perittee shall provide routine aintenance of all coponents of the storater anageent syste to reove trapped sedients and debris. Reoved aterials shall be disposed of in a landfill or other
Application No.: 1486-6 Page 4 of 5 GENERA CONDTONS uplands in a anner that does not require a perit under Chapter 62-33, F.A.C., or cause violations of state ater quality standards. 17. 18. This perit is issued based on the applicants subitted inforation that reasonably deonstrates that adverse ater resource-related ipacts ill not be caused by the copleted perit activity. f any adverse ipacts result, the Agency ill require the perittee to eliinate the cause, obtain any necessary perit odification, and take any necessary corrective actions to resolve the adverse ipacts. A Recorded Notice of Environental Resource Perit ay be recorded in the county public records in accordance ith Rule 62-33.9(7), F.A.C. Such notice is not an encubrance upon the property.
Application No.: 1486-6 Page 5 of 5 SPECA CONDTONS 1. 2. 3. The construction phase of this perit shall expire on January 12, 22. Operation of the storater anageent syste shall be the responsibility of OSCEOA CORPORATE CENTER MASTER PROPERTY OWNERS ASSOCATON. Within one year of perit issuance or concurrent ith the engineering certification of construction copletion, hichever coes first, the perittee shall subit a copy of the recorded deed restrictions (or declaration of condoiniu, if applicable), a copy of the filed articles of incorporation, and a copy of the certificate of incorporation for the association. Discharge Facilities: Structure: CS-21 1-18 WDE BROAD CRESTED eir ith crest at elev. 86.75 NGVD 29. 1-3.75 dia. CRCUAR ORFCE ith invert at elev. 85.75 NGVD 29. Receiving body : Existing Wetland 19 Control elev : 85.75 feet NGVD 29. 4. 5. 6. 7. 8. 9. 1. ake side slopes shall be no steeper than 4:1 (horiontal:vertical) to a depth of to feet belo the control elevation. Side slopes shall be nurtured or planted fro 2 feet belo to 1 foot above control elevation to insure vegetative groth, unless shon on the plans. A stable, peranent and accessible elevation reference shall be established on or ithin one hundred (1) feet of all peritted discharge structures no later than the subission of the certification report. The location of the elevation reference ust be noted on or ith the certification report. Miniu building floor elevation: BASN: 21 (Ex 21B & 38D) - 91. feet NGVD 29. Miniu road cron elevation: Basin: 21 (Ex 21B & 38D) - 87.75 feet NGVD 29. The exhibits and special conditions in this perit apply only to this application. They do not supersede or delete any requireents for other applications covered in Perit No. 49-477-S unless otherise specified herein. Prior to any future construction, the perittee shall apply for and receive a perit odification. As part of the perit application, the applicant for that phase shall provide docuentation verifying that the proposed construction is consistent ith the design of the aster storater anageent syste, including the land use and site grading assuptions. A buffer onitoring and aintenance progra shall be ipleented in accordance ith Exhibit No. 3. The onitoring progra shall extend for a period of 3 years ith annual reports subitted to District staff. At the end of the first onitoring period the itigation area shall contain an 8% survival of planted vegetation. The 8% survival rate shall be aintained throughout the reainder of the onitoring progra, ith replanting as necessary. f transitional and upland species do not achieve an 8% coverage ithin the initial year of the onitoring progra, native species shall be planted in accordance ith the aintenance progra. At the end of the 3 year onitoring progra the entire upland buffer area shall contain an 8% survival of planted vegetation and an 8% coverage of desirable upland species.
erp_staff_report.rdf ast Date For Agency Action: January 12, 215 NDVDUA ENVRONMENTA RESOURCE PERMT STAFF REPORT Project Nae: ot 8 Multi-Faily Perit No.: 49-477-S Application No.: 1486-6 Application Type: Environental Resource (ConstructionOperation Modification) ocation: Osceola County, S3T25SR29E Perittee : Deerfield and Corporation Operating Entity : Osceola Corporate Center Master Property Oners Association Project Area: 16.54 acres Perit Area: 16.54 acres Project and Use: Residential Drainage Basin: Receiving Body: AKE TOHOPEKAGA Existing Wetlands via Existing Master Syste Class: CASS Special Drainage District: NA Conservation Easeent To District : Sovereign Suberged ands: No No PROJECT PURPOSE: Modification of an Environental Resource Perit to authorie construction and operation of a project that includes a storater anageent syste serving 16.54 acres of a residential developent knon as ot 8 Multi-Faily. App.no. : 1486-6 Page 1 of 8
erp_staff_report.rdf PROJECT EVAUATON: PROJECT STE DESCRPTON: The site is located east of John Young Parkay, south of Osceola Parkay, south of the intersection of Centervie Boulevard and Greenald Way ithin the Osceola Corporate Center ot 8 - Basin 21 in Osceola County. There are peritted ater anageent facilities ithin the project area that this application proposes to odify, naely the relocation of the existing Pond 21. The site consists of pine flatoods, iproved pasture and a pond. There are no etlands or other surface aters located ithin or affected by the proposed project. Upland buffers and upland itigation previously provided as itigation are no proposed for ipact. (See the Wetlands discussion, belo.) PROPOSED PROJECT: Construction proposed consists of the stor ater anageent syste serving the iproveents to ot 8 Multi-Faily. The proposed iproveents ill consist of the construction of a ulti-faily apartent coplex ith associated aenities. The ater anageent syste ill consist of one et detention pond for the required ater quality treatent and attenuation prior to discharge fro the site and into Wetland 19 of the Osceola Corporate Center aster syste. The project liits lie ithin the ake Tohopekaliga Drainage Basin. Consistent ith previous perits, ater quality criteria consists of the greater of one inch of runoff over the drainage basin or 2.5 inches of runoff ties the percent ipervious coverage and is provided in excess in the design of the proposed stor ater anageent pond, Pond 21. AND USE: Construction Project: This Phase Building Coverage Paveent Pervious Wet Detention Total: 2.25 8.36 5.15 2.94 18.7 acres acres acres acres Basin : 21 (Ex 21B & 38D) This Phase Building Coverage Paveent 2.25 6.75 acres acres App.no. : 1486-6 Page 2 of 8
erp_staff_report.rdf Basin : 21 (Ex 21B & 38D) This Phase Pervious Wet Detention Total: 4.6 2.94 16.54 acres acres Basin : Ex 21A (Centervie) This Phase Paveent Pervious Total: 1.61.55 2.16 acres acres WATER QUANTTY : Discharge Rate : As shon in the table belo, the proposed project discharge is ithin the alloable liit for the area. The discharge identified belo corresponds to the total alloable discharge rate, or 47.69 cfs going into Wetland 19 (Application No. 5913-13 - 37.88 cfs fro BasinPond 38 and Application No. 1918-19 - 9.81 cfs fro Basin 21). Discharge Stor Frequency : 25 YEAR-3 DAY Design Rainfall : 11.7 inches Basin Allo Disch (cfs) Method Of Deterination Peak Disch (cfs) Peak Stage ( ft, NGVD 29) 21 (Ex 21B & 38D) 47.69 Previously Peritted 46.6 87.5 Finished Floors : As shon in the folloing table and the attached exhibits, iniu finished floor elevations have been set at or above the calculated design stor flood elevation. Building Stor Frequency : 1 YEAR-3 DAY Design Rainfall : 14.4 inches Basin Peak Stage ( ft, NGVD 29) Proposed Min. Finished Floors ( ft, NGVD 29) FEMA Elevation ( ft, NGVD 29) 21 (Ex 21B & 38D) 87.73 91 NA Road Design : As shon in the folloing table and the attached exhibits, iniu road center lines have been set at or above the calculated design stor flood elevation. Road Stor Frequency : 1 YEAR-1 DAY Basin Peak Stage ( ft, NGVD 29) Design Rainfall: Proposed Min. Road Cron ( ft, NGVD 29) 7.4 inches 21 (Ex 21B & 38D) 87.33 87.75 App.no. : 1486-6 Page 3 of 8
erp_staff_report.rdf Control Elevation : Basin Area (Acres) Ctrl Elev ( ft, NGVD 29) WSWT Ctrl Elev ( ft, NGVD 29) Method Of Deterination 21 (Ex 21B & 38D) Ex 21A (Centervie) 16.54 2.16 85.75 85.75 85.75 85.75 Previously Peritted Previously Peritted Receiving Body : Basin 21 (Ex 21b & 38d) Discharge Structures: Weirs: Basin 21 (Ex 21B & 38D) Water Quality Structures: Bleeders: Basin 21 (Ex 21B & 38D) WATER QUATY : Str# CS-21 Str# CS-21 Str.# CS-21 Receiving Body Existing Wetland 19 Note: The units for all the elevation values of structures are Count 1 Count 1 Type Broad Crested Circular Orifice Width Height ength 18 Note: The units for all the elevation values of structures are Type Width Height ength Dia. ( ft, NGVD 29) No adverse ater quality ipacts are anticipated as a result of the proposed project. Consistent ith previous perits, ater quality criteria consists of the greater of one inch of runoff over the drainage basin or 2.5 inches of runoff ties the percent ipervious coverage and is provided in excess in the design of the proposed stor ater anageent pond, Pond 21. Dia. 3.75 nvert Angle Elev. 86.75 (crest) ( ft, NGVD 29) nvert Elev. 85.75 Basin Treatent Method Vol Req.d (ac-ft) Vol Provd 21 (Ex 21B & 38D) Treatent Wet Detention 2.94 acres 2.3 3 WETANDS: There are no etlands on the site, hoever, it does contain uplands included in a previpously peritted itigation plan. This application proposes the release of a 5.43 acre upland area fro a conservation easeent recorded over it in order to develop the area. The 5.43 acre pine flatoods as itigation for an estiated.85 acre etland ipact area under a previous perit (App. No. 97718-2). The etland area as characteried as being in good condition. The UMAM functional loss of the original etland ipact is calculated to be.68 UMAM units. Mitigation to offset the original etland ipact ill be the use of.63 fresh ater forested UMAM credits fro the Reedy Creek Mitigation Bank. (These credits had been previously acquired to offset ipacts under another project (Osceola Crossings, App. No. 1362-12, also ithin the the sae perit area). The ipact decreased and the perit as odified to credit back the.63 credits. (Those credits are being used no under this application.) An additional.5 App.no. : 1486-6 Page 4 of 8
erp_staff_report.rdf freshater forested UMAM credits ill be obtained fro the Hatchineha Ranch Mitigation Bank. A copy of the letter of reservation is attached as a part of Exhibit 3. n addition additional regrading of the buffer it is necessary adjacent to Wetlands 12 and 19, to the est and east of the project respectively. The buffers (totaling.68 acres) are proposed to be regraded and replanted. A planting and onitoring plan is attached as a part of Exhibit 3. Since the ipacts are teporary, to the buffer and, being replanted, no further itigation is required. A ork schedule for the activities is attached as a part of Exhibit 3. The Osceola Corporate Center currently contains 468.47 acres of preserved etlands. This application includes the acquisition of additional itigation that ill be obtained fro the Hatchineha Ranch Mitigation Bank. As such, a sall portion of itigation ill be out-of basin vs. the large aount preserved on-site and therefore in-basin. staff has deterined that no unacceptable cuulative ipacts are anticipated as the result of the proposed activities. A partial release of conservation easeent covering the buffers and upland preservation area as approved at the Noveber 13, 214 Governing Board eeting. Wetland nventory: The etland inventory reflects 5.43 acres of upland preservation that is no proposed for ipact. Wetland nventory : CONSTRUCTON MOD -ot 8- Multifaily Site d Site Type Pre-Developent Post-Developent Pre Fluc cs AA Type Acreage (Acres) Current Wo Pres With Project Tie ag (Yrs) Risk Factor Pres. Adj. Post Factor Fluccs Adj Delta Functional Gain oss up it 8 ON 411 Direct 5.43.. Total: 5.43. Fluccs Code 411 411 411 Description Pine Flatoods Pine Flatoods - Hydric Pine Flatoods - Upland MTBANK Type Of Credits HATCHNEHA MTGATON BANK Nuber Of Credits Mitigation Bank Cr Used App.no. : 1486-6 Page 5 of 8
erp_staff_report.rdf MTBANK Fresh Water Forested Total: MTBANK Type Of Credits Fresh Water Forested Total: HATCHNEHA MTGATON BANK Mitigation Bank Cr Used.5.5 REEDY CREEK MTGATON BANK Nuber Of Credits Mitigation Bank Cr Used.63.63 CERTFCATON, OPERATON, AND MANTENANCE: Pursuant to Chapter 62-33.31 Florida Adinistrative Code (F.A.C.), ndividual Perits ill not be converted fro the construction phase to the operation phase until construction copletion certification of the project is subitted to and accepted by the District. This includes copliance ith all perit conditions, except for any long ter aintenance and onitoring requireents. t is suggested that the perittee retain the services of an appropriate professional registered in the State of Florida for periodic observation of construction of the project. For projects peritted ith an operating entity that is different fro the perittee, it should be noted that until the construction copletion certification is accepted by the District and the perit is transferred to an acceptable operating entity pursuant to Sections 12.1-12.3 of the Applicants Handbook Volue and Section 62-33.31, F.A.C., the perittee is liable for operation and aintenance in copliance ith the ters and conditions of this perit. n accordance ith Section 373.416(2), F.S., unless revoked or abandoned, all storater anageent systes and orks peritted under Part V of Chapter 373, F.S., ust be operated and aintained in perpetuity. The efficiency of storater anageent systes, das, ipoundents, and ost other project coponents ill decrease over tie ithout periodic aintenance. The operation and aintenance entity ust perfor periodic inspections to identify if there are any deficiencies in structural integrity, degradation due to insufficient aintenance, or iproper operation of projects that ay endanger public health, safety, or elfare, or the ater resources. f deficiencies are found, the operation and aintenance entity ill be responsible for correcting the deficiencies in a tiely anner to prevent coproises to flood protection and ater quality. See Section 12.4 of Applicants Handbook Volue for Miniu Operation and Maintenance Standards. App.no. : 1486-6 Page 6 of 8
erp_staff_report.rdf REATED CONCERNS: Water Use Perit Status: The applicant has indicated that Toho Water Authority ill be used as a source for reclai irrigation ater for the project. The applicant has indicated that deatering is required for construction of this project. Prior to any construction activities, the applicant ill subit a deatering application for District approval. This perit does not release the perittee fro obtaining all necessary Water Use authoriation(s) prior to the coenceent of activities hich ill require such authoriation, including construction deatering and irrigation. CERP: The proposed project is not located ithin or adjacent to a Coprehensive Everglades Restoration Project coponent. Potable Water Supplier: Toho Water Authority Waste Water SysteSupplier: Toho Water Authority Right-Of-Way Perit Status: A District Right-of-Way Perit is not required for this project. DR Status: This project is not a DR. HistoricalArcheological Resources: The District has received correspondence fro the Florida Departent of State, Division of Historical Resources indicating that no significant archaeological or historical resources are recorded in the project area and the project is therefore unlikely to have an effect upon any such properties. DEOCZM Consistency Revie: The issuance of this perit constitutes a finding of consistency ith the Florida Coastal Manageent Progra. Enforceent: There has been no enforceent activity associated ith this application. STAFF REVEW: DVSON APPROVA: App.no. : 1486-6 Page 7 of 8
NOTCE OF RGHTS As required by Sections 12.569(1), and 12.6(3), Fla. Stat., the folloing is notice of the opportunities hich ay be available for adinistrative hearing or judicial revie hen the substantial interests of a party are deterined by an agency. Please note that this Notice of Rights is not intended to provide legal advice. Not all the legal proceedings detailed belo ay be an applicable or appropriate reedy. You ay ish to consult an attorney regarding your legal rights. RGHT TO REQUEST ADMNSTRATVE HEARNG A person hose substantial interests are or ay be affected by the South Florida Water Manageent District s (SFWMD or District) action has the right to request an adinistrative hearing on that action pursuant to Sections 12.569 and 12.57, Fla. Stat. Persons seeking a hearing on a SFWMD decision hich does or ay affect their substantial interests shall file a petition for hearing ith the District Clerk ithin 21 days of receipt of ritten notice of the decision, unless one of the folloing shorter tie periods apply: 1) ithin 14 days of the notice of consolidated intent to grant or deny concurrently revieed applications for environental resource perits and use of sovereign suberged lands pursuant to Section 373.427, Fla. Stat.; or 2) ithin 14 days of service of an Adinistrative Order pursuant to Subsection 373.119(1), Fla. Stat. Receipt of ritten notice of agency decision eans receipt of either ritten notice through ail, electronic ail, or posting that the SFWMD has or intends to take final agency action, or publication of notice that the SFWMD has or intends to take final agency action. Any person ho receives ritten notice of a SFWMD decision and fails to file a ritten request for hearing ithin the tiefrae described above aives the right to request a hearing on that decision. FNG NSTRUCTONS The Petition ust be filed ith the Office of the District Clerk of the SFWMD. Filings ith the District Clerk ay be ade by ail, hand-delivery, or e-ail. Filings by facsiile ill not be accepted after October 1, 214. A petition for adinistrative hearing or other docuent is deeed filed upon receipt during noral business hours by the District Clerk at SFWMD headquarters in West Pal Beach, Florida. Any docuent received by the office of the District Clerk after 5: p.. shall be filed as of 8: a.. on the next regular business day. Additional filing instructions are as follos: Filings by ail ust be addressed to the Office of the District Clerk, P.O. Box 2468, West Pal Beach, Florida 33416. Filings by hand-delivery ust be delivered to the Office of the District Clerk. Delivery of a petition to the SFWMDs security desk does not constitute filing. To ensure proper filing, it ill be necessary to request the SFWMDs security officer to contact the Clerks office. An eployee of the SFWMDs Clerks office ill receive and file the petition. Filings by e-ail ust be transitted to the District Clerk s Office at clerk@sfd.gov. The filing date for a docuent transitted by electronic ail shall be the date the District Clerk receives the coplete docuent. A party ho files a docuent by e-ail shall (1) represent that the original physically signed docuent ill be retained by that party for the duration of the proceeding and of any subsequent appeal or subsequent proceeding in that cause and that the party shall produce it upon the request of other parties; and (2) be responsible for any delay, disruption, or interruption of the electronic signals and accepts the full risk that the docuent ay not be properly filed. Rev.5114 1
NTATON OF AN ADMNSTRATVE HEARNG Pursuant to Rules 28-16.21 and 28-16.31, Fla. Adin. Code, initiation of an adinistrative hearing shall be ade by ritten petition to the SFWMD in legible for and on 8 and 12 by 11 inch hite paper. All petitions shall contain: 1. dentification of the action being contested, including the perit nuber, application nuber, SFWMD file nuber or any other SFWMD identification nuber, if knon. 2. The nae, address and telephone nuber of the petitioner and petitioner s representative, if any. 3. An explanation of ho the petitioner s substantial interests ill be affected by the agency decision. 4. A stateent of hen and ho the petitioner received notice of the SFWMD s decision. 5. A stateent of all disputed issues of aterial fact. f there are none, the petition ust so indicate. 6. A concise stateent of the ultiate facts alleged, including the specific facts the petitioner contends arrant reversal or odification of the SFWMD s proposed action. 7. A stateent of the specific rules or statutes the petitioner contends require reversal or odification of the SFWMD s proposed action. 8. f disputed issues of aterial fact exist, the stateent ust also include an explanation of ho the alleged facts relate to the specific rules or statutes. 9. A stateent of the relief sought by the petitioner, stating precisely the action the petitioner ishes the SFWMD to take ith respect to the SFWMD s proposed action. A person ay file a request for an extension of tie for filing a petition. The SFWMD ay, for good cause, grant the request. Requests for extension of tie ust be filed ith the SFWMD prior to the deadline for filing a petition for hearing. Such requests for extension shall contain a certificate that the oving party has consulted ith all other parties concerning the extension and that the SFWMD and any other parties agree to or oppose the extension. A tiely request for extension of tie shall toll the running of the tie period for filing a petition until the request is acted upon. f the SFWMD takes action ith substantially different ipacts on ater resources fro the notice of intended agency decision, the persons ho ay be substantially affected shall have an additional point of entry pursuant to Rule 28-16.111, Fla. Adin. Code, unless otherise provided by la. MEDATON The procedures for pursuing ediation are set forth in Section 12.573, Fla. Stat., and Rules 28-16.111 and 28-16.41-.45, Fla. Adin. Code. The SFWMD is not proposing ediation for this agency action under Section 12.573, Fla. Stat., at this tie. RGHT TO SEEK JUDCA REVEW Pursuant to Sections 12.6(3) and 12.68, Fla. Stat., a party ho is adversely affected by final SFWMD action ay seek judicial revie of the SFWMDs final decision by filing a notice of appeal pursuant to Florida Rule of Appellate Procedure 9.11 in the Fourth District Court of Appeal or in the appellate district here a party resides and filing a second copy of the notice ith the District Clerk ithin 3 days of rendering of the final SFWMD action. Rev.5114 2
N THACKER AVE CR-522 CR-522 W OSCEOA PKWY DART AVE TRATHON DR BATTS ST BAPARK RD N JOHN YOUNG PKWY N JOHN YOUNG PKWY CENTERVEW BVD GREENWAD WAY GREENWAD WAY N CENTERVEW BVD W OSCEOA PKWY MONTECTO CT W OSCEOA PKWY W OSCEOA PKWY MARTA CR RAVENWOOD CR RAVENWOOD N N JOHN YOUNG PKWY CPPER COVE N W TROPCANA CT ARSON ST N THACKER AVE Exhibit No: 1 Exhibit Created On: 215-1-8 Osceola COUNTY, F N JOHN YOUNG PKWY REGATTA BAY BVD PARK N CADAC BVD HAVANA DR MAM TER Application RANBOW CR NEWCOMBE N MAM TER TROPCA AKE DR CAFORNA BVD TEXAS AVE REGUATON DVSON Project Nae: OT 8 MUT-FAMY 7 1,4 Feet Perit No: 49-477-S Application Nuber: 1486-6 Created by Regulation GS Section South Florida Water Manageent District
WETAND 19 POST-DEVEOPMENT MAP Application No. 1486-6 Page 1 of 1 Exhibit 2 JOHN YOUNG PARKWAY CENTERVEW BVD. WETAND 12
OCC OT 8 MUT-FAMY OSCEOA COUNTY, FORDA SFWMD APPCATON NO. 1486-6 UPAND BUFFER PANTNG & MONTORNG PAN Septeber 214 The Osceola Corporate Center (OCC), ot 8 project site is a proposed 16.54± acre ultifaily coplex generally located southeast of the intersection of Centervie Boulevard and John Young Parkay in Section 4, Tonship 25 South, Range 29 East in Osceola County, Florida. ot 8 is located ithin the liits of the approved OCC Developent of Regional pact (DR). Planting Plan The proposed site plan for ot 8 requires grading ithin the upland buffer adjacent to etlands W-12 and W-19. A total of.68± acre of upland buffer ipacts are proposed (.18± acre of upland buffer to W-12 and.5± acre of upland buffer to W-19). Once construction activities and grading in the buffer are coplete, this.68± acre of disturbed upland buffer ill be re-planted ith native species including slash pine, ax yrtle and sand cordgrass. The slash pine and ax yrtle ill be alternated and installed on staggered 1-foot centers in to ros. The slash pine and ax yrtle speciens ill be 3-gallon or 7-gallon, hichever is readily available at the tie of planting. One-gallon speciens of sand cordgrass ill be planted in a single ro at the landard-ost liit of the upland buffer and ill be installed on 1-foot centers. Qualitative Monitoring The.68± acre of upland buffer plantings ill be qualitatively onitored for a period of three (3) years. The onitoring events ill occur on an annual basis in AugustSepteber, ith an annual report provided to SFWMD on or before Deceber 31 of each of the three years of onitoring. The folloing inforation ill be recorded during each of the onitoring events: 1) The date, exact place and tie of sapling easureents. 2) The person responsible for perforing the sapling, easureents and analysis. 3) The analytical techniques or ethods used. 4) The result of such analyses including: a) Photographs of the itigation site; b) Status of nuisance and exotic species; c) Observed plant ortality; Application No.: 1486-6 Page 1 of 6 Exhibit 3
d) A description of any issues observed during the onitoring event and proposed solutions. Meandering transects ill used ithin each of the upland buffers to qualitatively assess the planted vegetation as ell as naturally recruited vegetation. n addition to the vegetative onitoring, ildlife observations ill also be recorded. Success Criteria The success criteria for the upland buffer plantings ill be et hen the buffers are vegetated ith 8% desirable species. Nuisance and exotic vegetation ill be aintained at 1% or less. Maintenance Maintenance activities ill be conducted ithin± the.68 acre of upland buffers on a quarterly basis to aintain nuisance and exotic vegetation at less than 1% coverage. Additional aintenance events ill be eployed as needed to aintain nuisance and exotic vegetation. Nuisance and exotic vegetation listed as Category and species in the Florida Exotic Pest Plant Council s (FEPPC) 213 ist of nvasive Plant Species ill be targeted during the aintenance events. Work Schedule The folloing ork schedule outlines the planting and onitoring plan for the.68± acre of upland buffers to be replanted. June 215 Septeber 215 Deceber 215 Septeber 216 Deceber 216 Septeber 217 Deceber 217 nstallation of Upland Buffer Plants First Annual Monitoring Event Subittal of First Annual Monitoring Report Second Annual Monitoring Event Subittal of Second Annual Monitoring Report ThirdFinal Annual Monitoring Event Subittal of ThirdFinal Monitoring Report This schedule assues a construction start date in 215. Should project construction be delayed, a odification to this ork schedule ill be requested to allo for a delay of onitoring activities as planting ill not occur until construction has occurred. Application No.: 1486-6 Page 2 of 6 Exhibit 3
Estiated Costs The total estiated cost of the ipleentation of the etland planting, aintenance and onitoring plan for a three year period is $7,81 The folloing details each point of the cost estiate: Planting $2,5. Maintenance $75.year Monitoring & Reporting $1,2.year Application No.: 1486-6 Page 3 of 6 Exhibit 3
South Florida Water Manageent District Work Schedule Requireents Application No : 1486-6 Page 1 of 1 Mitigation Plan D: Activity UPAND BUFFERS Due Date COMPETE PANTNG MTGATON AREA SUBMT FRST MONTORNG REPORT SUBMT SECOND MONTORNG REPORT SUBMT THRD MONTORNG REPORT 3-JUN-15 3-DEC-15 3-DEC-16 3-DEC-17 Exhibit No : Application No.: 1486-6 Page 4 of 6 Exhibit 3
Application No.: 1486-6 Page 5 of 6 Exhibit 3
Application No.: 1486-6 Page 6 of 6 Exhibit 3 AREA CACUATONS MTS OF CONSTRUCTON: 16.54 ACRES WETAND 12 BUFFER MPACT (15 BUFFER):.18 ACRES WETAND 19 BUFFER MPACT (25 BUFFER):.5 ACRES TOTA AREA WTHN THE MTS OF CONSTRUCTON: 16.54 ACRES WETAND MPACT EXHBT
i, J r r -,, J -- :! _J *N7 E v:_s: GRAPHC SCAE,ri T 1 ( NOT NCUDED N ANAYSS, THS AREA NOT PART OF O.C.C. ) 11 - - ( N FEET ) This plan ay have been reduced 1n sie. Verify before scaling diensions ;- -.::-) ( : ) )_j ) >r J. ) -- r_ - -1- - - - E.--- _...c.sf>reader, _SWAE, -,,, ----:El4JD JN(Tyf>)..- --,. AND,. - - ---- - -:) -- ----- _ 23.7 AC.25 tonse8yatqn EASMENT=3:276c WTAND. 1 9, vso AVER.. - l:p,land. BUfFER= 3,47.dc.WEJc.[ SHW785.j2 ------ C:. - _J ----- CT -. _-.---,. l._--. - ; -,, - ;.-,.,, --. ------ i--.,, - ) -,.- _.,... 1...-. 7. 77(-- c. ( r-r- -.,..-...-.!;:._Al, - WET;c.C.->---,._2QQ. 26.6 AC. ----- r ( SHW;e81.6o.. _. ---. --. r! (;. ir@ond..7 :,.: 5 - ) J J (. i, : r- _),., ) - i 1:. :.; > o, i N Dro -,, J -2 j 7? r Application No. 1486-6 Page 1 of 1 Exhibit 4. _,-) (-_, f.,_.- - ( 1 Cl ) ::! i i ---_ J!! g 5 i i 5 g - 5 r ffi 5. -. r 8 i. 8 5! r! ffi e @ HARRS Harris Ovil Engineers. C 12 E. Hillcrest Street Sue2 Oando, Florida 3283 Phone: (47) 629-4777 (8) 595-8185 Fax: (47) 629--7888.harriscMlengineers.co EB 9814 _J X> >- - Ē aj u. - - ::J. Q) c Q) Q) aj. a.. - aj Q) (JJ al :. :: 8!!! 8 Cl. (JJ c - (JJ - > Q) a: ai ; l(j? c,j :.: :.: ( ( - i C: - gi f! (). ( - Cf) ( al,, -.:! Gl 1> Sl.! - Ci ld co.g - ci ( - a: - - CJ) o al e a Release= C6
FE hjame: G: PR:JJ61321 O:=:V SHEETSSTORMWA TER PEM TC2 GRAJMG.DWG TltvlE: 15 SEP 214-8: 56AM USER: TERRENCEK (!} Tl :s:: r o :s:: ;oc rr1 :s:: r Tl rr1 - Z )> -1 (J) - rr1 o ::J (() N (!) -1 (() U (!) - ::J,, :3 - (!),, (!) (() ::J lo Q_ :3 (!) ::J (() ::J (() (!) - (J) (!) ::J (!) Q_ c (!) Q_ :!Z! i J i!i s, >: f, Q,,_ f--, n Ul n fr f. {-- _;-::, - s (,:,. -,,-- x -,_ :,,,. -. s.>;., ;: - f,;j.-,,._.;.i J )it ;f - t : it,f -:.ii --:, --,,, ;,: i,._!t f..: ().),._, l,..i:.,,. ---. i - _,,, -.,,- :-.- ::, :::- -,;,. -- -.C: _:.; -r>,s_,_ ;:.;- t (i ::_trj r ;;; + S + ;; ;r;c;,;;e :;- 4.18F7;11j;t3F6Ff111E: & :., :.: -,.:rl oo!!! C),,,,,, ::og ;,, t t. _;,; (. -?, +ut--.! b.,r ; 11 ll. i :1 l ;, -. -- - _,, s :?; 1. ;; - ;,. : ( ;.c -;;._.;-;- {- 1 ->.;-;c,,. ;.-- _;- ;Jil >H,_-,_,.) ---;.-- - - ( _,,. f :,-f;,,_,, ;.;; :: -,.;:-:,.;,.;;;.; -, ::.,._,,.,. _,.,,_). -). * _,,;. >;:: -_._,,_,_ :;:_:, _,-,_ ;; --- --.::,:-;!i,, l).,,.,,}.,.,, ; );.:.,..,.,{,..>- :: -._ -- t -._ $!,. - ;;;.;. -.. -., -,_.{,.-. --; -.,, -- ---- [,,!;. t. r.- -,, ----,:; r_1, 3.-,, -;,!;.,: -- :t 1. s:.1 - r,, i ; ::. ;.-.,.; -,,.,,.,.i} ll «- --.- -. {.; ;_-?, - -,d- - r Y, - f. [ ;.:S :. ; --- 41r - -; i ;::, ---. () )., _,,,.. ;! :.f, :.. -r- -- i, :?- i -,..,, -.. -;.!,«:t i:. ; )p.;,.., ( -:--1---f - i 1: --- --t;- ;.(- ;,- ii; 1; ().) J,.;.,,., - -,, p,,- ---,. ---,J ; ; ; - -- --,, ;,, ; Jc ().) O> ().) 1,, 1 d F (}; ;.2.1 - il l (.t, ;,,.,,,,,,,.,,:::, ;,,,:.:f, :-,,. --- D f, A ;->. - _,,,.._-..-,. t: r!,,. J,,>;-?! f - 1, -.,,,,.,_ t _.!,, ; v 1,. ; - -. COPYRGHT 214 A DEAS ARRANGEMENTS AND PANS NDCATED OR REPRESENTED BY THS DRAMNG ARE OlMED BY AND THE PROPERTY Of HARRS ClV1l ENGNEERS, C AND WERE CREATED, EVOVED AND DEVEOPED FOR USE WTH THE SPECFED PROJECT. HARRS ClV1l ENCNEERS RESERVES COPYRGHTS AND OTHER RGHTS RESTRCTNG THS DRAWNG TO THE ORGNA PROJECT OR PURPOSE FOR Wl-llCH THEY WERE PREPARED. REPRODUCTONS, CHANGES OR ASSGNMENTS ARE PROHBllED WTHOUT THE WRTTEN PERMSSON OF HARRS av1 ENGNEERS. ::JJ CD D g:!! OVERA GRADNG AND DRANAGE PAN Scale= As Noted Date= 86214 Project No.= 61321 Design= AK Dran= TVK Checked: AK Revisions= ot 8 Multi-Faily 9. 8... -_,,.,.,;, :; Osceola Corporate Center 7. 6. 5. 4. 3. 2. Osceola County, Florida 1. No. Date Description,. - f-.. r::, -.,, _; - :_ -, >:;. ;v.-? : ; :-;: : y; )..,,,, :-,, i > i f i- ; i,, :; CXl : - :::y. OJ CQ. :J 8 3 ;::{; v J: t ; C ; :, 8 RJRj :et CXl - CXl CXl CXl Jl. -[. 1.,.., _,; - :i C N ll ;:::;: a :J a o. o a. o,, - a n e fg iii a. :r Fi,,;:. t, -,:, - > Application No. 1486-6 Page 2 of 1 Exhibit 4
--- -- ---------- - 17>..... - 89. ) _.:. - --.,,!, - l.,.:,. li%!!, ;R ; f.i.; iii a: f2 Harris CM Engineers..C 12 E. Hillcrest Street Suite2 Oriando, Florida 3283 Phone: 147) 629-4777 18) 595-8185 Fax: 147) 629-7888.harriscivilengineers.co EB 9814 Ē u. - - _J c - - > a: ai -c - a. - ad ( _J ( D (9 (9 ( - o_ ( ( ::: ::: (9 Release= iri.,; cj C21 U1 Q U1 5 : t= U1 O> O> Application No. 1486-6 Page 3 of 1 Exhibit 4. ) - >.,.,.. :. GRAPHC SCAE ( N FEET ) This plan ay have been reduced in sie. Verify before scaling diensions i ;.. :)! :., -== 89. 89. KEY MAP MNMUM FNSHED FOOR EEVATON 91. - - NOTES.,...STRUCTURE TABE llq1 TYPE E NET NV: 77;8() (E) N: 63.22 E: 7246.37 lllq. TYPE E NET NV: 77.1 (W) NV: 81.53 (S) NV: 77.1 (E) N: 6275.45 E: 7378.38 ----. ----.,. 1. A CROSSWAKS AND SDEWAKS SHA HAVE A MAXMUM 2% CROSS SOPE. 2. 3. 4. A SDEWAKS AND HARDSCAPE AREAS SHA BE CONSTRUCTED TO PROVDE POSTVE DRANAGE AWAY FROM THE BUDNGS. A GRADES SHOWN AT THE EDGE OF THE SAWCUTS OR AT MATCH PONTS SHA BE FED VERFED AND ANY DSCREPANCES SHOUD BE REPORTED TO THE ENGNEER MMEDATEY FOR REVSONS. - ---- CONNECT TQ EXSTNG. STRUCTURE @.E.: 77.8 ---. --,. A GRADES SHOW AT. CURB ARE BOTTOM OF CURB EEVATONS UNESS OTHERWSE NOTED. ----- -- ----- -- -- -- --- 89.
Application No. 1486-6 Page 4 of 1 Exhibit 4 Cf) -. 89.98 %. --- 89.6 l CENTERVtEW auvo. --,.,,,:Q 9.1 68.4. 91. MNMUM FNSHED FOOR EEVATON TYPE E NET NV: 8.85 (E) NV: 8.85 (SW} N: 6187.89 E: 7736.38 A GRADES SHOWN AT THE OGE- OF THE SAWCUTS OR AT MATCH PONTS SHA BE FED VERFED AND ANY DSCREPANCES SHOUD BE REPORTED TO THE ENGNEER MMEDATEY FOR REVSONS. A GRADES SHOW AT CURB ARE BOTTOM OF CURB EEVATONS UNESS OTHERWSE NOTED. 3.- 4. 89. > 89. O r::[j.fo?-,ci @- 88. 7,---,-,--88.3 ea.2 88.4. s7.95 Ba.so. 67.7. 67.9 67.8 68.85 87.5 87.65 :;;;: This plan ay have been reduced in sie. Verify before scaling diensions ( N FEET ) GRAPHC SCAE 68.2. @ ai _J ( D.,; S Q 5 iii! C22 Release= (9 ::: ::: ( ( ( - o_ (9 (9 ( D. a: () > - c _J () -::J Cf) u. () - >- E a. () () c.harriscivilengineers.co EB 9814 Phone: 147) 629-4777 18) 595-8185 Fax: 147) 629-7888 12 E Hillcrest Street Suite2 Oriando, Florida 3283 Harris CM Engineers, l.c :;;;;;,:.;;,;;,;;,;:i ;_;;;:.;,;;;;_: :.;;_;;:.; ;:,:.,; ; ;.:.: ; ; ; ;.: ; ; _; :.;,; :; ;- ; ; -.:.:; ; ; ;:. ;,; -.: ; ;_;_;:;_; ;_,; ;.;,.:; ; ;.: ::;;;;_;:._;;;: A SDEWAKS AND HARDSCAPE AREAS SHA BE CONSTRUCTED TO PROVDE POSTVE DRANAGE AWAY FROM THE BUDNGS. 2..:.;_;_;;;;:.:;_;;;;;:. _:;;;;;:::;;;;;;;;:.;;;;;;.::;;;_;: A CROSSWAKS AND SDEWAKS SHA HAVE A MAXMUM 2% CROSS SOPE. 1. NOTES: ;;.-;;;;-:.:;;;;;:: ; ; ;.: ; ; ; : :; ; ; : :.;_; ;_. --;.:.; ; ;_;:.: ; ; _;:.: ; ;_; _;:.;_;.:;_; ; ;,:.;_; ; ;:.,;,;:.:; ;_; ; :.:;,;_; - :::;;;_;;:.::;;;;_;::.:;, TYPE C NET NV: 82. 75 (S} N: 6432.32 E: 7946.6 ll2q. TYPE E NET NV: 81. 75 (N) NV: 81. 75 (W) N: 6238.16 E: 792.15 ll2q. STRUCTURE TABE TYPE E NET WJ-BOTTOM NV: 76.15 (W) NV: 76.15 (S) N: 6269.17 E: 7561. 7 i; ; ;: :; ; : ; ;-i; ; ; ; : ; ; ; ; ;.:ioo gooi ey.,2!. d =!!l!=!!=!!:= = -= =!: = = ;=l:l :-= i!i!:!l!t: : : : : ; ; : ;:.,_.. ; ; ; :-:; ; ; ;: ; ; ; ; : :; ; ; : : :; ; ; ;- :; ; ; ;: ; ; ;;_.: : ; ;_;,2 %i!.;j :.; ;:: ; ; ; ; _ t O> O>.
-... -, ; NOTES:. -. --. - -,. - - - _.,. 1. A CROSSWAKS AND SDEWAKS SHA HAVE A MAXMUM 23 CROSS SOPE. 2. A SDEWAKS AND HARDSCAPE AREAS SHA BE CONSTRUCTED TO PROVDE POSTVE DRANAGE AWAY FROM THE BUDNGS. 3. A GRADES SHOWN AT THE EDGE OF THE SAWCUTS OR AT MATCH PONTS SHA BE FED VERFED AND ANY DSCREPANCES SHOUD BE REPORTED TO THE ENGNEER MMEDATEY FOR REVSONS. 4. A GRADES SHOW AT CURB ARE BOTOM OF CURB EEVATONS UNESS OTHERWSE NOTED. Harris CM Engineers, C 12 E. Hillcrest Street Suite2 Oriando, Florida 3283 Phone: 147) 629-4777 18) 595-8185 Fax: 147) 629-7888.harriscivilengineers.co EB 9814 >- - Ē u. - ::J :;? - _J () c () -c () () - a. - () () U1 U1 c [:i,g O. - f-f-l--+-+-+-+-+- - () -> () a: ( J ( D. (9 (9 ( - o_ ( ( ::: ::: (9 Release= C23 Application No. 1486-6 Page 5 of 1 Exhibit 4 88.5 88.5. -------- 88.1 _---- - - ----., ) ---- - -- JD - 1-5-- j - (. i :, STRUCTURE TABE 12. TYPE C NET NV: 82.45 (SW) N:6453.3 E: 8216.23 TYPE C NET NV: 8. 7 (NE) NV: 8. 7 (SW) N:6148.4 E:86.51 GRAPHC SCAE.,> - (.:,-. 1---- 1 1-- ( N FET ) This plan ay have been reduced in sie. Verify before scaling diensions., f,.,. MNMUM FNSHED FOOR EEVATON 91.
NOTES tlr ll 1-11 ltll A Tll,, o;;;;;;;;;;;; VV rvn JVl1 llv Vl1 STRUCTURE TABE TYPE E NET NV: 82.5 (N) N: 69.31 E:7437.5 1. A CROSSWAKS AND SDEWAKS SHA HAVE A MAXMUM 2% CROSS SOPE. 2. A SDEWAKS AND HARDSCAPE AREAS SHA BE CONSTRUCTED TO PROVDE POSTVE DRANAGE AWAY FROM THE BUDNGS. 3. A GRADES SHOWN AT THE EDGE OF THE SAWCUTS OR AT MATCH PONTS SHA BE FED VERFED AND ANY DSCREPANCES SHOUD BE REPORTED TO THE ENGNEER MMEDATEY FOR REVSONS. 4. A GRADES SHOW AT CURB ARE BOTOM OF CURB EEVATONS UNESS OTHERWSE NOTED. KEY MAP ( ; a: f2 l. - > ffi, ffi u Ei > u ffi ffi > u 6 8 u ffi > 8 > fu, Q j N @ u Harris CM Engineers, C 12 E Hillcrest Street Suite2 Oriando, Florida 3283 Phone: 147) 629-4777 18) 595-8185 Fax: 147) 629-7888.harriscivilengineers.co EB 9814 >- - Ē u. -. - ::J. _J c - -> () a: ai (). c () (). a. - () D.,; G >; -c :J G G> O> S cj U1 Q U1 > : t= U1 O> O> ::: C: al Ol c - :i: ( c:. u _J D. ( (9 (9 t 5 C ti ( CD - co ( ( -- - ( CX> -. -- ::: ::: Ci> Ci> (9 al. U) ll Release= al - O C24 tl ll.t l l,,.,,. ltll A Tll.-i o;;;;;;;;;;; VV rvn VVl1 111V Vl1 Application No. 1486-6 Page 6 of 1 Exhibit 4 : ( ;,_,,;:.;--,. 1 -. -89 - - - - - - - - l?> 88.8(>.f 88.7.3 88 GRAPHC SCAE k- iiiiiiiiiii iiiiiiiiiiiiiiiii i ( N FEET ) This plan ay have been reduced 1n sie. Verify before scaling diensions 87.8 87.5 111!! Dosl 88.1 MNMUM FNSHED FOOR EEVATON 91.
. TYPE C NET NV: 79.31 (NE) NV: 79.31 (W) N: 5966.93 E: 7848.83 TYPE E NET WJ-BOTTOM NV: 74.3 (N) NV: 78.3 (E) NV: 74.3 (S) N: 5916.31 E: 765.22 la EX MH NV: 75.83 (S) NV: 75.83 (N) N: 5917.77 E: 7628.51 NOTES SEE C23 FOR CONTNUATON J,------,. 1 :., GRAPHC SCAE ( N FEET ) This plan ay have been reduced in sie. Verify before scaling diensions 1. A CROSSWAKS AND SDEWAKS SHA HAVE A MAXMUM 2% CROSS SOPE. 2. 3. 4. A SDEWAKS AND HARDSCAPE AREAS SHA BE CONSTRUCTED TO PROVDE POSTVE DRANAGE AWAY FROM THE BUDNGS. A GRADES SHOWN AT THE EDGE OF THE SAWCUTS OR AT MATCH PONTS SHA BE FED VERFED AND ANY DSCREPANCES SHOUD BE REPORTED TO THE ENGNEER MMEDATEY FOR REVSONS. A GRADES SHOW AT CURB ARE BOTTOM OF CURB EEVATONS UNESS OTHERMSE NOTED. 11 Harris Civil Engineers, llc 12 E. Hillcrest Street Suite2 Orlando, Florida 3283 Phone: 147) 629-4777 18) 595-8185 Fax: (47) 629-7888.harriscivilengineers.co EB 9814 >- - Ē u. -. - :J. _J rn c - rn - > a: ai. c. a. - rn r:!. _J!. D. (9 (9!. - o_!.!. ::: ::: (9 Release= D.,; f :J al d cj C25 1 Q 1 > >-- Vi._._ 11 SEE C22 FOR CONTNUATON Application No. 1486-6 Page 7 of 1 Exhibit 4 r l,.,,!ii 1:j.. CONNECT To. EXSTNG,. STRUCTURE. : @.E.: 75.83: 89.5 58.55 69.5.-+ -t-c.1... --- Xl J,. -, =======-==:::=- - --- -,,,,,, -- SEE C26 FOR --------------------- CONTNUATON, J 88.85 1. i. 86.6. -88.4 ;r. KEY MAP STRUCTURE TABE MANHOE NV: 75.35 (N) NV: 8.15 (NE) NV: 75.35 (SE) N: 612.6 E: 7617.74 MQ. TYPE E NET WJ-BOTTOM NV: 75.5 (NW) NV: 75.5 (S) N: 665.91 E:7643.65 TYPE C NET NV: 8. 7 (NE) NV: 8. 7 (SW) N: 6148.4 E: 86.51 MNMUM FNSHED FOOR EEVATON 91.
;,.. NOTES: 1. 2. 3. 4. A CROSSWAKS AND SDEWAKS SHA HA VE A MAXMUM 2% CROSS SOPE. A SDEWAKS AND HARDSCAPE AREAS SHA BE CONSTRUCTED TO PROVDE POSTVE DRANAGE AWAY FROM THE BUDNGS. A GRADES SHOWN AT THE EDGE OF THE SAWCUTS OR AT MATCH PONTS SHA BE FED VERFED AND ANY DSCREPANCES SHOUD BE REPORTED TO THE ENGNEER MMEDATEY FOR REVSONS. A GRADES SHOW AT CURB ARE BOTTOM OF CURB EEVATONS UNESS OTHERWSE NOTED. GRAPHC SCAE ( N FEET ) This pion ay hove been reduced in sie. Verify before scaling diensions MNMUM FNSHED FOOR EEVATON 91. KEY MAP @ Harris CM Engineers. C 12 E. Hillcrest Street Suite2 Oriando, Florida 3283 Phone: 147) 629-4777 18) 595-8185 Fax: 147) 629-7888.harriscivilengineers.co EB 9814 Ē u.. - - ::J. _J c - - > () a: ai (). c () (). a. - () ( _J ( D. (9 (9 ( - o_ ( ( ::: ::: (9 Release= D.,; S cj C26 U1 Q U1 > : t= U1 O> O> Application No. 1486-6 Page 8 of 1 Exhibit 4 ) i ebb.2.., PAY GROUND r _-, ----- :._.._} :,,. -, DOG PARK POND 21 NW=85.75 (NGVD 29) 1YR72HR=87.5 25YR72HR=87.59 1YR72HR=87. 73 88.2 >. 225 SW 1 WDE. - (MN.) - 6 DEEP -, (MN.),. STRUCTURE TABE MH NV: 72.9 (N) NV: 72.9 (SE) N:5642.22 E: 765.81 llzq. MES NV: 72.39 (NW) N: 5551.12 E: 7698.15 lllqq. MES NV: 85. (N) N:5624.9 E: 7629.17 ). 18 WDE WER SEEQETA 4, SHT. C-.12,. - -.i--- ---------------
..,_. -._.,.,. -.- -.. GRAPHC SCAE k-- r-r-t--i----i ( N FEET ) This plan ay have been reduced 1n sie. Verify before scaling diensions NOTES: 1. A CROSSWAKS AND SDEWAKS SHA HAVE A MAXMUM 2% CROSS SOPE. 2. A SDEWAKS AND HARDSCAPE AREAS SHA BE CONSTRUCTED TO PROVDE POSTVE DRANAGE AWAY FROM THE BUDNGS. 3. A GRADES SHOWN AT THE EDGE OF THE SAWCUTS OR AT MATCH PONTS SHA BE FED VERFED AND ANY DSCREPANCES SHOUD BE REPORTED TO THE ENGNEER MMEDATEY FOR REVSONS. 4. A GRADES SHOW AT CURB ARE BOTTOM OF CURB EEVATONS UNESS OTHERWSE NOTED. @ Harris CM Engineers, C 12 E Hillcrest Street Suite2 Oriando, Florida 3283 Phone: 147) 629-4777 18) 595-8185 Fax: 147) 629-7888.harriscivilengineers.co EB 9814 >- - Ē u. -. - ::J. _J c - -> () a: ai (). c () (). a. - () ( _J ( D. (9 (9 ( - o_ ( ( ::: ::: (9 Release= D.,; S cj C27 Application No. 1486-6 Page 9 of 1 Exhibit 4,, i : ;.l ii l! - _ ::--1 -r- : ; : ; l- - - -.,N.,_, - --{,,,,- ---- ;. - - - - - - - - - - --,,.- - - - - - i -.;.-_.;,,, - - SEE C26 FOR CONTNUATON POND 21 NW=85. 75 (NGVD 29) 1 OYR72HR=87.5 25YR72HR=87.59 1YR72HR=87. 73 ------ _. MNMUM FNSHED FOOR EEVATON 91.