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2015-03-19
()u} 19,1 e11;19 SfX}I( Ui�a }PJ MINUTES OF THE TECHNICAL REVIEW COMMITTEE THURSDAY, MARCH 19, 2015, 10:00 A.M. CITY OF OKEECHOBEE 55 Southeast 3rd Avenue Okeechobee, Florida 34974 Page 1 of 5 I. CALL TO ORDER — Chairperson. The March 19, 2015, Technical Review Committee meeting was called to order at 10:05 a.m. by Chairperson Whitehall. II. STAFF ATTENDANCE — Secretary. Voting Members: City Administrator Brian Whitehall - Present Building Official Jeffrey Newell - Present Police Chief Denny Davis - Absent (with consent) Fire Chief Herb Smith — Present (accompanied with Lieutenant Crum) Public Works Director David Allen — Present Non - Voting Ex- Officio Members: City Attorney John R. Cook — Absent (with consent) City Planning Consultant Bill Brisson — Present City Civil Engineering Consultant — Attendance not requested. County Environmental Health Department Representative Doug McCoy — Absent (with consent) OUI Executive Director John Hayford — Present (left Chambers at 10:47 a.m.) Schlool District Representative - Absent Committee Secretary Patty Burnette - Present III. MINUTES — Secretary. Chief Smith moved to dispense with the reading and approve the January 15, 2015, regular meeting minutes; seconded by Building Official Newell. Motion carried unanimously. IV. NEW USINESS — Chairperson. Site PI n Review Application No. 15- 001 -TRC, was submitted by Mrs. Faye Haverlock, President, (property owner); in regards to constructing a parking lot on an unplatted 1.628 acre parcel for an existing nursing home facility located at 1646 US Hwy 441 North. Planning Staff Report: Planner Brisson noted that the comments highlighted in yellow on page three within the Paved Parking section are to be omitted, as they will be discussed during a site plan review addressing the proposed expansion of the facilities. The project to construct a 73 -space parking lot on an existing unimproved 1.628 acre area, located west of the existing Okeechobee Health Care Facility, is recommended for approval with two conditions. First, the applicant provides an explanation of why the drive aisle providing access to the trash compaction site is only 20 feet wide and how the trash collection truck will maneuver into position to collect the trash and exit the site. Second, the contiguous parking spaces in the center parking aisle are configured such that there are no more than 12 contiguous spaces in the center parking aisle. In regards to specific regulations required to be met, Rezoning Petition No. 15 -001 -R is being processed for review and adoption to rezone the site from Commercial Professional Office to Heavy Commercial. The Future Land Use is appropriately classified as Commercial. The dimensional standards review appears to meet the requirements with the exception of the minimum driveway and /or parking aisle width as noted previously. All other regulations TRC - March 19, 2015 - Page 2 of 5 IV. NEW BUSINESS CONTINUED. Faye Haverlock, President, on behalf of the property owner, Seniors R Able, Inc., 15- 001 -TRC continued. appear to have been or will be met such as adequacy of public facilities, sidewalks, lighting, and the dumpster location. Further and as requested, a recorded Parking Agreement was provided to City Staff on March 17, 2015, which documents the association and direct relation of this parcel with the adjacent parcel to the east where the existing nursing home is located. Chairperson Whitehall inquired as to whether the entrance from 441 North would be improved, as this also serves as the emergency entrance for Raulerson Hospital. It is currently 20 feet wide. Mr. Steven Dobbs of SLD Engineering, LLC, responded it will be expanded to 28 feet wide. The Florida Department of Transportation was permitt ng this as a safety upgrade and not charging an application fee. County Environmental Health Department: No issues were received. OUA: No issues were received. Building Official: No issues were received. Public Norks: Director Allen indicated he had some questions regarding the elevations of the inlets and resolved the issues through Mr. Dobbs. Police pepartment: No issues were received. Fire Department: No issues were received. Motion and second offered by Director Allen and Chief Smith to approve the site plan review for constrirction of a parking lot for an existing nursing home facility located at 1646 Hwy 441 North with the following conditions: 1. The applicant provides an explanation of why the drive aisle providing access to the trash compaction site is pnly 20 feet wide and how the trash collection truck will maneuver into position to collect the trash and Ot the site. 2. The contiguous parking spaces in the center parking aisle are configured such that there are no more than 1 contiguous spaces in the center parking aisle. Motion) carried unanimously. Site Plan Review Application No. 15- 002 -TRC, was submitted by Loris Asmussen, Project Engineer, on behalf of the property owner, Iglesia Bautista La Cosecha, Inc, in regards to the construction of a 6,000 square foot proposed church, for Lots 1 to 10, Block 9, Southwest Addition subdivision and located at 1007 SW 4th Street, Okeechobee, FL. Planning Staff Report: Planner Brisson explained the Applicant proposes to build a 6,000 square foot metal building containing a 100 seat church sanctuary and four classrooms, large enough to house up to 35 adults, on 1.64 acres with associated parking and retention. The Future Land Use is classified as Single Family and zoned Residelntial Single Family -One. Approval is recommended with the following conditions: first, the site plan be modified to show at least nine paved parking spaces, and the City Council approves the reduction of the number of paved parking spaces per Section 90 -484 of the City's Land Development Regulations (LDR's). Second, a landscape plan be submitted showing the locations of at least the minimum number of trees and shrubs required. Third, ighting of the paved vehicular use areas is provided should nighttime use of the facilities be envisioned. Fourth an appropriate dumpster location be provided, if required. TRC - March 19, 2015 - Page 3 of 5 IV. NEW BUSINESS CONTINUED. Loris Asmussen, on behalf of the property owner, Iglesia Bautista La Cosecha, Inc, 15- 002 -TRC continued. Regarding potable water and sanitary sewer, the Applicant stated there is an Okeechobee Utility Authority (OUA) water line north of SW 4th Street and a sanitary sewer line at the north boundary of the property. The Applicant should obtain a letter from OUA stating that it has adequate capacity to serve the proposed use. Regarding traffic and access, according to the information provided in the 8th Edition, ITE Trip Generation Manua , for a church (ITE Code 560), one could expect the average weekday traffic associated with the proposed church to be about 55 trips per day on the average weekday and just over three trips during weekday PM peak. Paved driveways located on the westem end of SW 4th Street and the southern end of SW 11th Avenue will provide primary access to the site. Mr. Brisson stated his Traffic Engineer suggested that the driveway on SW 4th Street Should be located at least 125 feet from the center line of SW 11th Avenue. The driveway is proposed to be 107.8 fleet from SW 11th Avenue. Mr. Asmussen, relayed that the proposed location is necessary to save an existing large oak tree just east of the building. Based on the relatively low levels of traffic in the area, the consensus of the Committee members was to accept the location of the westernmost driveway as presented on the site plan, in lieu of moving the driveway 17.5 feet to the east as suggested by Mr. Brisson's Traffic Engineer. ChairpOrson Whitehall asked Loris Asmussen, the Applicant's Engineer, whether the entrance on SW 10th Avenue would he completely abandoned. Mr. Asmussen responded yes. Regulations regarding drainage and solid waste disposal, appear to have been or will be met. In revi4wing the dimensional standards, Planner Brisson stated the minimum width requirement is 150 feet. There iis no definition of Lot Width in the City's Land Development Regulation's (LDR's), although a definition of Lot Frontage is defined as the shortest property line adjacent to a street; it is also the front property line. Using this information, SW 11th Avenue would be considered the front and being only 142 feet wide, would not meet the requirements. Due to the vagueness as to the determination of lot width in the LDR's, a motion was made by Building Official Newell to waive the 150 foot lot width requirement and accept the configuration of the subiec lot as meeting the intent of the Code, seconded by Chief Smith. Motion carried unanimously. Continuing with the dimensional standards review in regards to parking, Planner Brisson stated the site plan shows 34 parking spaces. Three of these spaces, located on the south side of the building, are paved and designated for the handicap. They appear to be between 55 and 85 feet from the entrance to the building. Planner Brisson stated he did not know whether this could be considered adequately convenient. In addition, he pointed out that Section 90 -484 of the City LDR's provides for City Council approval of up to a 75 percent reduction in the number of paved parking spaces if maximum demand for parking occurs only once or twice a week. Based on the calculated need for a total of 34 spaces, the maximum reduction in the number of paved spaces is 25; therefore, at least nine spaces must be paved. Committee suggested putting an entrance on the south side of the building to accommodate handicap persons and also to add another parking space to the five shown at the rear of the buildin , paving all six spaces. After a lengthy discussion regarding some form of improved walkway connecting the gr ss parking area and the main building, the Committee decided it would not be needed. Planner Brisson commented that should there be any night time use of the property, some lighting should be shown for the entrance, handicapped parking area and parking to the rear of the building. While this lighting will probably make the area safer, they should still be cognizant of the residential neighborhood. In regards to landscaping, the site plan notes there are 22 existing palms, 12 oaks and one citrus tree on the site along with 81 shrubs, however, no landscape plan was provided. 34 trees and 102 bushes are required as well as some minimal landscaping for the paved vehicular use areas. Given the residential location of the proposed church Building Official Newell suggested maybe some extra landscaping around the metal building would tone down the industrialized look. Ted Kelchner, General Contractor for the project, stated the congregation probably would not have an issue with this suggestion as they wanted the site to look nice. Planner Brisson asked the Committee whether a sidewalk should be provided along SW 11th Avenue and /or 4th Street. Administrator Whitehall said there is currently a sidewalk on the west side of SW 11th Avenue so the consensus of the Committee was that one would be required only along SW 4th Street. Mr. Kelchner expressed TRC - March 19, 2015 - Page 4 of 5 IV. NEW BUSINESS CONTINUED. Loris Asmussen, on behalf of the property owner, Iglesia Bautista La Cosecha, Inc, 15- 002 -TRC continued. concern with the cost of installing a sidewalk and the limited funds available for building the Church. Consensus of the Committee was to require the sidewalk be built within five years. Mr. Kelchner said this would be acceptable. Finally, Planner Brisson commented no dumpster location was indicated on the site plan. Mr. Kelchndr responded the dumpster is located next to the east entrance on SW 4th Street. The Committee requested fencing with some landscaping be installed around the dumpster as well as rotating it a little for easier access County Environmental Health Department: No issues were received. OUA: IAr. Hayford emailed comments to Secretary Burnette as he needed to leave the meeting early. His comments included, the site plan does not show any existing OUA piping or applicant's piping, does not show points bf connection to the OUA piping system, and does not provide potential use (demand) of the OUA system. He stated he and the applicant could meet at a later date to work through these issues. Mr. Asmussen responded he would contact Mr. Hayford to address these issues. Building Official: No issues were received. Public Works: No issues were received. Police Department: No issues were received. Fire Department: Chief Smith inquired as to whether there may be any future plans for a daycare or school and Mr. Kelchner responded no. Motion and second offered by Building Official Newell and Director Allen to approve the site plan review for construction of a 6,000 square foot proposed church, for Lots 1 to 10, Block 9, Southwest Addition subdivlision and located at 1007 SW 4th Street with the following conditions: 1. An entrance to the building capable of accommodating the handicapped is added to the south side °lithe building. 2. A sixth parking space is added to the east side of the building and all six spaces are paved, increasing the number of paved spaces to nine (representing 25 percent of the total number of parking spaces). 3. A I ndscape plan is submitted showing the number and location of required bushes and trees and showing landscaping of varying heights screening the north and west sides of the metal building. The Building Official and City Administrator will administratively review and approve the landscape plan. 4. Safety lighting, sensitive to adjoining and nearby properties, is shown on the revised site plan. 5. A sidewalk, constructed to City standards, will be provided along the south side of SW 4th Street within five years of the issuance of a Certificate of Occupancy. 6. The dumpster location shown on the site plan will be rotated (if necessary) in a manner that will afford access for waste collection and will be fenced and augmented with shrubbery along the outsides of the fencing (except for the access gate). 7. The, Applicant receives approval from the City Council for a reduction of 75 percent of the number of pave parking spaces as provided for under Sec. 90 -484. TRC - March 19, 2015 - Page 5 of 5 IV. NEW BUSINESS CONTINUED. Loris Asmussen, on behalf of the property owner, Iglesia Bautista La Cosecha, Inc, 15- 002 -TRC continued. Motion carried unanimously. A brief discussion ensued between the Committee regarding the progress with the Dunkin Donuts remodel. Building Official Newell reported the building permit has been issued, the remodeling has started, although progress has been slow. V. ADJOURNMENT— Chairperson. There being no further items on the agenda, Chairperson Whitehall adjourned the Technical Review Committee meeting at 11:37 a.m. PLEASE TAKE NOTICE AND BE ADVISED that any person desiring to appeal any decision made by the Technical Review Committee with respect to arty matter considered at this proceeding, such interested person will need a record of the proceedings, and for such purpose may need to ensure a verbatim record of the proceedings is made, which record includes the testimony and evidence upon which the appeal is to be based. General Service's media are for the sole purpose of backup for official records of the Department. ATTEST: Brian Whitehall, Chairperson Patty M. Burnette, Secretary en, in • fat( a iu tt� in --e ('n' mitt I5 fM. V vrKL (Lfas9,Qetirt9 Spilt tau le4 CITY OF OKEECHOBEE MARCH 19, 2015 TECHNICAL REVIEW COMMITTEE HANDWRITTEN MINUTES I. CALL TO ORDER - Chairperson: March 19, 2015 Technical Review Committee Meeting, 10:00-a.m. II. STAFF ATTENDANCE - Secretary Administrator Whitehall Building Official Newell Chief Davis Chief Smith Engineer Public Works Director Allen Non- Vciting Ex- Officio Member: Attorney Cook County Health Department McCoy OUA Executive Director Hayford Senior Planner Brisson School Representative Secretary Burnette Present Absent III. MINUTES - Secretary. A. Motion to dispense with the reading and approve the Summary of Technical Review Committee Minutes for the January 15, 2015 regular meeting. moved to dispense with the reading and approve the Summary of Technical Review Committee Minutes for the January 15, 2015 regular meeting; seconded by 1 VOTE YEA NAY ABSTAIN ABSENT v_ uiy)4 Position vacant at this time Lr Davis Newell `7,. Smith III. MINUTES - Secretary. A. Motion to dispense with the reading and approve the Summary of Technical Review Committee Minutes for the January 15, 2015 regular meeting. moved to dispense with the reading and approve the Summary of Technical Review Committee Minutes for the January 15, 2015 regular meeting; seconded by 1 VOTE YEA NAY ABSTAIN ABSENT Allen Davis Newell Smith Whitehal APPROVED DENIED IV. NEW BUSINESS - Chairperson. 4 u-� p. A. Site Plan Review Application No. 15- 001 -TRC, was submitted by Ms. Faye Haveriock, on behalf of the property owner, Seniors R Able, Inc., in regards to constructing a parking lot on an unplatted 1.628 acre parcel for an existing nursing home facility located at 1646 Hwy 441 N, Okeechobee, FL. - Senior Planner. n� Discussion. L9 eve �O.b �s �� l ( — Pg t rider' po�voci pre+ j CI i s 1-' Qa rd 0 Dnl mt''l } S !rr ye l l o u) p f+ - o Gv 1 de ( / , Ins oti e i s Q� /� [,( dv d ik s5iu� H") re . vac h e o 1 lte_4 -1 (sw -1 i e )1 `F�re� -vu� - rada /s and a, 61 fn p3)-1 C0 I3 Pas W;LI put clown -fc I �. u.,411 Co'd re 0 rorntnand Q� prz> d-( bA q s-hws (0.eWA 1ms - 41 mil, t - e;n4 -- ZL Q- c)9( Olt ? 4t� spD co( Skye ,�o tv pared re n tt ( 7.6 FYLS w 1t 1 Q,P: - - D O C1-61 n� e ec'-<_ e 6) F S a Via( I�p rc_ol c Celp*ttitt44te no 0_49 p cc-tcm1 '71 u)th 2 IV. NEW BUSINESS - continued. A. Site Plan Review Application No. 15- 001 -TRC continued. Motion: moved to approve /deny site plan review submitted by Ms. Faye Haverlock, on behalf of the property owner, Seniors R Able, Inc., in regards to constructing a parking lot on an unplatted 1.628 acre parcel for an existing nursing home facility located at 1646 Hwy 441 N, Okeechobee, FL.; seconded by r Contingencies: riy,+-' 020 f Yaet-t..ua 111-C h re (0 — Po blosl -n.t. e hrrnS t r∎ -1--kect VOTE YEA Allen NAY ABSTAIN ABSENT Davis Newell Smith W ' att—M PPROVED_,% DENIED B. Site Plan Review Application No. 15- 002 -TRC, was submitted by Loris Asmussen, Project Engineer, on behalf of the property owner, Iglesia Bautista La Cosecha, Inc., in regards to the construction of a 6,000 square foot proposed church, for Lots 1 to 10, Block 9, Southwest Addition subdivision and located at 1007 SW 4th Street, Okeechobee, FL. - Senior Planner. Discussion. LoVIS S >ti s 5 u) ems. -e--- boas 0 c ad +-e r p (5-T' Lo E v>> 'et wcuv -� p rUVt's t (50 0--u)okvt 3 IV. NEW BUSINESS - continued. B. 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Dc P- cr- p 4 " P5 7 cs_i NIA more 4-laths atpaA att. la:Ark Cti 1;11 pL 15 1 redu_ch 6n we_ — n v hcw�fi � r prova pa/11614;i P g (s Y--) it�hhnc� per-. r 1 n ki mi me +0 f (UYVL In.uk QL pwY1CL ) s pi -ce.,∎ c oq n , cc� v4f a-f k. res i t of f ?cc.0 boySica tt( Matti Sa e1 .5621,0a,(V_ — Of V 5u) it 1 s w rvaice 0-4‹ a5<ex L0CGI "Z1,1, 1L (*W i s (� l � r�.l� e � ,f Slat, (�-t �► Pia t s GL QCcQS 0AvVi‘l 0,0-6L GA 6 cs.O .)r a`\ 1 C rc of ccure 0-hCJ �' elc,h.lux ct Apo IV. NEW BUSINESS - continued. B. Site Plan Review Application No. 15- 002 -TRC continued. LO (-or *41 `Yri, ( Motion: moved to(approve /deny site plan review submitted by Loris Asmussen, Project Engineer, on behalf of the property owner, Igles Bautista La Cosecha, Inc., in regards to the construction of a 6,000 square foot proposed church, for Lots 1 to 10, Block 9, Southwest Addition subdivision and located at 1007 SW 4th Street, Okeechobee, FL. Contingencies: VOTE YEA NAY ABSTAIN ABSENT Allen t/ Davis Newell Smith Whitehall 4PPROVED v DENIED V. ADJOURNMENT — Chairperson. There being no further items on the agenda, Chairperson adjourned the Technical Review Committee Meeting at a.m. I s SLc.Q d i r-e, wt o d-Q-1 6,-i 5o IJ�Ak ZJ f o of - a_clk YL9 i� v l� JIUwlj prole c: h `J 5 I ery Y4tiGl. (roe (� ., (p7. g ref iftti k rY1Of►c& 6,1 reet Yl 6uAz i ekip rl d S 5 i ett `e )1. +1, G� Pc-yect p e 4 ► t� q p cw.t c( S pe a • -t p 5 ',r (out ~-t J& S-t tL t,oa,t.,1L 0 h Stu S kot,LCd teaf n S cars o _ 0_6 C 2 4_,),c4-r& ( .d -p 1ws • Motions by TRC regarding Application 15-002 -TRC Du to the vagueness as to the determination of lot width in the LDC, the TRC un imously agreed to waive the 150 foot lot width requirement and accept the co figuration of the subject lot as meeting the intent of the LDC. Ba ed on the relatively low levels of traffic in the area, the TRC unanimously agreed to acc pt the location of the westernmost driveway as presented on the site plan in lieu of mo ing the driveway 17.5 feet eastward as suggested by the Consultant's Traffic Engineer in t e Staff Report. Approval of the Site Plan and Stipulations The TRC unanimously approved the site plan as submitted with the following stipulations: 1. An entrance to the building capable of accommodating the handicapped is added to the so th side of the building. 2. A ixth parking space is added to the east side of the building and all six spaces are paved, increasing the number of paved spaces to nine (representing 25% of the total number of parking spaces). 3. Al ndscape plan is submitted showing the number and location of required bushes and treCs and showing landscaping of varying heights screening the north and west sides of the me al building. The Building Official and City Administrator will administratively review an approve the landscape plan. 4. Sa ty lighting, sensitive to .adjoining and nearby properties, is shown on the revised site pl 5. A Sidewalk, constructed to City standards, will be provided along the south side of SW 4th Street within five years of the issuance of a Certificate of Occupancy. 6. The dumpster location shown on the site plan will be rotated (if necessary) in a manner that will afford access for waste collection and will be fenced and augmented with shrubbery along the outsides of the fencing (except for the access gate). 7. Thle Applicant receives approval from the City Council for a reduction of 75% of the number of pave parking spaces as provided for under Sec. 90 -484. CITY OF OKEECHOBEE TECHNICAL REVIEW COMMITTEE OFFICIAL AGENDA MARCH 19, 2015 CITY HALL, COUNCIL CHAMBERS 55 SOUTHEAST 3RD AVENUE OKEECHOBEE, FLORIDA 34974 I. CALL TO ORDER MARCH 19, 2015, 10:00 a.m. - Chairperson. 11. STAFF ATTENDANCE - Secretary. Voting Members: Non - Voting Ex- Officio Member: III. MINUTES - Secretary. David Allen, Public Works Director Denny Davis, Police Chief Jeffery Newell, Building Official Herb Smith, Fire Chief Brian Whitehall, Administrator John Hayford, Okeechobee Utility Authority Doug McCoy, Okeechobee County Health Department Bill Brisson, Senior Planner, LaRue Planning and Management John Cook, City Attorney School Representative Patty Burnette, Secretary A. Motion to dispense with the reading and approve the Summary of Technical Review Committee Minutes for the January 15, 2015 regular meeting. IV. NEW BUSINESS - Chairperson. A. Site Plan Review Application No. 15- 001 -TRC, was submitted by Ms. Faye Haveriock, on behalf of the property owner, SeniorsR Able, Inc., in regards to constructing a parking lot on an unplatted 1.628 acre parcel for an existing nursing home facility located at 1646 Hwy 441 N, Okeechobee, FL. - Senior Planner. B. Site Plan Review Application No. 15- 002 -TRC, was submitted by Loris Asmussen, Project Engineer, on behalf of the property owner, Iglesia Bautista La Cosecha, Inc., in regards to the construction of a 6,000 square foot proposed church, for Lots 1 to 10, Block 9, Southwest Addition subdivision and located at 1007 SW 4th Street, Okeechobee, FL. - Senior Planner. V. ADJOURNMENT TECHNICAL REVIEW COMMITTEE MEETING — Chairperson. ANY PERSON DECIDING TO APPEAL any decision made by the Technical Review Committee with respect to any matter considered at this meeting will need to ensure a verbatim record of the proceeding is made and that the record includes the testimony and evidence upon which the appeal will be based. General Services media are for the sole purpose of backup for official records of the Department. In accordance with the Americans with Disabilities Act (ADA), any person with a disabiliy as defined by the ADA, that needs special accommodation to participate in this proceeding, contact the General Services Department, no later than two business days prior to the proceeding, 863 - 763 -3372. Please be advised that should you intend to show any document, picture, video or items to the Board in support or opposition to any item on the Agenda; a copy of the document, picture, video or item MUST be provided to the Board Secretary for the City's records. 1 INDEPENDENT NEWSMEDIA INC. USA Okeechobee News 107 SW 17th Street, Suite D Okeechobee, Florida 34974 863- 763 -3134 STATE OF FLORIDA COUNTY OF OKEECHOBEE Before the undersigned authority personally appeared Katrina Elsken, who on oath says she is the Publisher of the Okeechobee News, a three times a week Newspaper published at Okeechobee, in Okeechobee County, Florida, that the attached copy of advertisement being a in the matter of in the 19th Judicial District of the Circuit Court of Okeechobee County, Florida, was published in said newspaper in the issues of 31(31rs Affiant further says that the said Okeechobee News is a newspaper published at Okeechobee, in said Okeechobee County, Florida, and that said newspaper has heretofore been published continuously in said Okeechobee County, Florida each week and has been entered as second class mail matter at the post office in Okeechobee, in said Okeechobee County, Florida, for a period of one year next preceding the first publication of the attached copy of advertisement, and affiant further says that she has neither paid nor promised any person, firm or corporation any discount, rebate, commission or refund for the purpose of securing this advertisement for publication in the said newspaper. Sworn to and i� scribed b day of re me this and Katrina Elsken Notary Public, State of Florida at Large tel. it ANGIE BRIDGES . *: MY COMMISSION # EE 177653 ruuii •.-� : a� EXPIRES: April 20, 2016 pF h Bonded Thru Notary Public Underwriters AD PUBLIC NOTICE TECHNICAL REVIEW COMMITTEE MEETING NOTICE NOTICE IS HE ¢Y GIVEN that the City of Okeechobee Technical Re- view Comm RC) will conduct a regular meeting on Thu, Mar 19 Ave, Rm at 10 tr as soon 200, Okeechobee, FL The apubl c is ninvvitteed and encouragedsto at- tend. The agenda may be obtained from cityofakeechobee.com or by calling the General Services Office, 863- 763 -3372 x218. ANY PERSON DECIDING TO APPEAL any decision made by the TRC with respect to any matter considered at this meeting will need to ensure a verbatim record of the proceeding Is made and the record indudes the testi- mony and evidence upon which the appeal will be based. In accordance with the Americans with Disabilities Act (ADA), any person with a disability as defined by the ADA, that needs special accommodation to partidpate in this proceeding, contact the General Services Department no later than two business :days prior to proceeding, 863- 763 -3372. BE ADVISED that should you Intend to show any document, pldure, video or Items to the TRC in support or opposition to any item on the agenda; a copy of the document, picture, video, or item MUST be provided to the Committee Secretary for the City's records. By: City Administrator Brian Whitehall 470143 ON 3/13/2015 Patty Burnette From: John Hayford < jhayford @ouafl.com> Sent: Tuesday, March 17, 2015 11:52 AM To: 'Patty Burnette'; bwhitehall Subject: RE: TRC meeting on Thursday, March 19 Attachments: City TRC dtd 031915 comments.pdf Here are my comments: NEW BUSINESS: • Application No. 15- 001 -TRC Since this application pertains to the construction of a parking lot and does not involve OUA water or sewer services — no comment • Application No. 15- 002 -TRC This application does not show any existing OUA piping nor does it show applicants piping; does not show points of connection to the OUA piping system; Does not provide potential use (demand) of OUA system; Therefore, comments cannot be provided. The OUA can work through these issues with the applicant at a later date, or if they need to resubmit to the TRC at a later date, then they can provide changes at that time. I have an existing 11AM appointment, so I will need to leave at approximately 10:40AM. John Hayford Okeechobee Otility Authority From: Patty Burnette [mailto:pburnette @cityofokeechobee.com] Sent: Tuesday, March 17, 2015 11:00 AM To: hsmith @cityofokeechobee.com; McCoy, Douglas L; jhayford @ouafl.com Subject: TRC meeting on Thursday, March 19 Good Morning. Just a reminder of the TRC meeting this Thursday at 10:OOam. Please confirm attendance. Thank you, Patty ee€e6v 4e y 100'/ea44! 1 CITY OF OKEECHOBEE Application for Site Plan Review Page 1 of 2 Rev. 04/11 I�'�A itf 04.0 F•Oft•kcetera z„ ; °; i ;: m O { � ! _ rT-1 =.�� ! Y. O ♦ r''� , 0 ,�� ��� ��e ._`915* City of Okeechobee tY General Services Department 55 S.E. 3"d Avenue, Room 101 Okeechobee, Florida 39974 -2903 Phone: (863) 763 -3372, eat. 218 Fax: (863) 763 -1686 e-mail: clement @cityofokeechobee.com , 1 �f'D�l3r Application lication No. pp 1 S 00I T12. l✓ Fee Paid: j_11.0,15 f I" 0. 15, Li Receipt No. $4 ai Hearing Date: APPLICANT INFORMATION 1 Name of property owner(s): Seniors "R" Able, Inc. 2 Owner mailing address: P. O. Box 759, Okeechobee, FL 34973 i 3 Name of applicant(s) if other than owner: Faye Haverlock 4 Applicant', mailing address: 5 Name of contact person (state relationship): Steven L. Dobbs (Engineering Consultant) 6 Contact person daytime phone(s): (863) 824 -7644 7 Engineer: Name, address and phone number: Steven L. Dobbs 1062 Jakes Way, Okeechobee, FL 34974 (863) 824-7644 8 Surveyor: Name, address and phone number: Mixon Land Surveying 12450 NE 26TH AVENUE, OKEECHOBEE FLORIDA 34972 (863) 763 -0990 PROPERTY and PROJECT INFORMATION 9 Property address/directions to property: NOo.Gtetresi-tpr'4 1646 Highway 441 N, O_ kee hobee, FL 34972 T Address -10.' -1 ?etret( y Ki.u.frsihj + r Ir 10 Parcel Identification Number 2- 09- 37- 35 -0A00- 00010 -A000 11 Current Future Land Use designation: Commercial 12 Current zoning district: Commercial Professional Office 13 Describe the project including all proposed uses, type of construction and conceptual building layout, how the business or use is expected to operate on the site, including but not limited to: number of employees expected; hours of operation; location, extent and type of any outdoor storage or sales, etc., and fire flow layout. Use additional page if necessary. This project is to provide a parking lot for an existing nursing home facility. The hours of operation are 24/7/365 with approximately 265 total, and peak shift 102 employees. 14 Describe existing improvements on property (for example, the number and type of buildings, dwelling units, occupied or vacant, etc.). Use additional page if necessary. 1- Nursing Home Facility and associated parking. 15 Total land area in square feet (if less than two acres): or acres: 1.63 I (o c, a g 16 Is proposed use different from existing P P or prior use (_Yes) � Xo (_ ) Rev. 04/11 CITY OF OKEECHOBEE Application for Site Plan Review Page 2 of 2 For questions relating to this application packet, call the General Services Dept. at (863) - 763 -3372, Ext. 218 Rev. 04/11 Number and description of phases: 20 1 Phase - Construction of parking lot to service existing 17 employees. 18 Source of potable water: OUA 19 Method of sewage disposal: OUA For questions relating to this application packet, call the General Services Dept. at (863) - 763 -3372, Ext. 218 Rev. 04/11 ATTACHMENTS REQUIRED FOR ALL APPLICATIONS 20 Applicant's statement of interest in property Owner 21 One (1) copy of last recorded warranty deed 22 Notarized letter of consent from property owner (if applicant is different from property owner) 23 Three (3) sealed boundary and too a hie, "as is" surveys of the property involved including: a. certified boundary survey, date of survey, surveyor's name, address and phone number b. Legal description of site and parcel number c. Computation of total acreage to nearest tenth of an acre 24 _ Two (2) sets of aerials of the site. 25 Eleven (11) copies of sealed site plan drawings (see attached checklist for details to be included in site plan) 26 Eleven (11) copies of drawing indicating facades for all buildings, including architectural elevations. 27 Eleven (11) copies of landscape plan, including a separate table indicating the number of trees and shrubs by type and showing both the official and common name of each type of tree and shrub. 28 'Three (3) copies of sealed drainage calculations 29 Attach a Traffic Impact Study prepared by a professional transportation planner or transportation engineer, if the rezoning or proposed use will generate 100 or more peak hour vehicle trip ends using the trip generation factors for the most similar use as contained in the Institute of Transportation Engineers most recent edition of Trip Generation. The TIA must identify the number of net new external trips, pass -bay calculations, internal capture calculations, a.m. and p.m. peak hour trips and level of service on all adjacent roadway links with and without the project. LY 30 Nonrefundable application fee: $1,000.00 plus $30.00 per acre. NOTE: Resolution No. 98 -11 Schedule of Land Development Regulation Fees and Charges — When the cost for advertising publishing and mailing notices of public hearings exceeds the established fee, or when a professional consultant is hired to advise the City on the application, the applicant shall pay the actual costs. NOTE: Submissions will be reviewed by the City Engineer and City Planner for all necessary documentation. The Applicant will be notified at least 10 days prior to the TRC meeting whether or not additional information is require to proceed or if the review will be rescheduled to the next TRC meeting. Confirmation of Information Accuracy I hereby certify that the information in this application is correct. The information included in this application is for use by the City of Okeechobee in processing my request. False or misleading information may be punishable by a fine of up to $500.00 j and imprisonment of up to 30 days and may resulting the summary denial of this application. e.,�hchado Faye Haverlock January 14, 2014 SignatCire Printed Name Date For questions relating to this application packet, call the General Services Dept. at (863) - 763 -3372, Ext. 218 Rev. 04/11 OacuMStIpapald to the amount of s + n. _a : 1 *of Circuit Court date ithsjq -1 SPECIAL W EED AND RESERVATION OF EASEMENT THIS SPECIAL WARRANTY ' RESERVATION OF EASEMENT is made, executed and delivered. this . day of April, een LIFESTYLES & HEALTHCARE, LTD., a Florida limited partnership ('Grantor'), a .: - 'R' ABLE, INC., a Florida corporation (Federal Tax ID #_SO/8Y'9 k)( "Grantee'), whose address is 2831 SW 3rd Terrace, Okeechobee, Florida 34974; ETH: WHEREAS, Grantor has date Grantee that certain real property located in Okeechobee, Okeechobee County F s ore particularly described herein In Exhibit 'A' attached hereto (the 'Land'); and • WHEREAS, Grantee desires to retain and reserve an easement over a portion of the Land, which portion is more particularly described herein in Exhibit °D" and is referred to herein as the Easement Premises; and WHEREAS, the easement granted hereby, which will burden and encumber the Easement Premises, will be for the use and benefit of certain real property adjacent to the Land which is now owned by the Grantor (which real property is described herein in Exhibit TO and may be referred to herein as the Benefitted Land); and WHEREAS, the Land is subject to that certain Mortgage and Security Agreement dated January 23, 1991,-from Grantor to Big Lake National Bank (the 'Bank'), recorded in Official Records Book 320, page 953, as modified by Mortgage and Note Modification Agreement dated December 24, 1992, recorded In Official Records Book 340, page 1950, as modified by Notice and Receipt of Future Advance dated April 7, 1995, recorded in Official Records Book 365, page 1371, as modified by Mortgage Modification/Extension Agreement dated April 6,1995, and recorded in Official Records Book 365, page 1372, all recorded in the public records of Okeechobee County, Florida (collectively, all such instruments referenced In this WHEREAS clause may be referred to herein as the 'Mortgage'); WHEREAS, Grantor has requested Bank to subordinate the Tien and priority of the Mortgage to the easement reserved and retained herein by Grantor as to the Easement Premises; NJO\OKEECH02.DEE 10390 RGE0467 NOW THEREFORE, for and In consideration of the sum of Ten and No /100 Dollars ($10.00), to It In hand paid by the said Grantee, the receipt and sufficiency of which are hereby acknowledged, the Grantor has granted, bargained and sold and does hereby grant, bargain and sell to the said Grantee, Its heirs, legal representatives, successors and assigns forever, the following described land (the "Land", situate, lying and being to the County of Okeechobee, State of Florida: See Exhibit "A' attached hereto and by this reference made a part hereof. together with all tenements, heredttaments and appurtenances of Grantor belonging or in any wise appertaining to the Land (collectively, the "Property"), subject to the following permitted encumbrances (the 'Permitted Encumbrances' • 1. Real estate t for current year and subsequent years; 2. Easements, coven t-, o • tons, restrictions and reservations of record; 3. The easement res = : a ained by Grantor pursuant to this Special Warranty Deed and Reservation 0 e -:nt; 4. Matters which a c ; reful Inspection of the Land any improvements thereon would reve - 5. Laws, codes, rules and over the Properly. governmental authority having Jurisdiction To have and to hold the Property in fee Simple forever. Except as set forth In the Permitted Encumbrances, the said Grantor does hereby tufty warrant the title to said Property, and will defend the same against the lawful claims of all persons claiming by; through or under the Grantor, but against none other. The Okeechobee County Property Appraiser's Tax Parcel No. of the Land is OADO- MoD /D- . PROVIDED HOWEVER, that the Grahtor does hereby reserve and retain, for the benefit of certain real property owned by Grantor -more particularly described In Exhibit "B' (the "Benefitted Land'), an easement (the "easement or'Easemenr) for the purposes, and subject to the terms and. conditions, set forth In Exhibit 'C" attached hereto and by this reference made a part hereof. The Easement shall cover and encumber the real property described in Exhibit 'D' attached hereto and by thls reference made a part hereof (the `Easement Premises"). The Grantee is executing this Special Warranty Deed and Reservation of Easement for the purpose of acknowledging and agreeing that Its right, title and interest In and to the Property is subject to the tens and conditions of the Easement. HJO\OXEECH02.DEE -2- 10390 PAGE0 h 6 8 J. 4 IN WITNESS WHEREOF, the said Grantor has caused this Instrument to be executed In its name by its duty authorized general partner the day and year first above written. Signed, seated and delivered In the presence of: LIFESTYLES & HEALTHCARE, LTD., a Florida limited partnership By: Seniors IT Able, Inc., Its sole generalypartner % BY: Name: F 'e A. Haverlock Its: President Address: 2831 SW 3rd Terrace Okeechobee, FL 34974 ORS W' ABLE, INC., a Florida corporation .JC�� iuc Print Name:Sasq.► gfl1138:Le HJO\OKEECHO2.DEE • • ye A. Haverlock President Address: 2831 SW 3rd Terrace Okeechobee, FL 34974 -3- (CORPORATE SEAL,► 8110390 PAii0469 1 STATE OF FLORIDA COUNTY OF OKEECHOBEE The foregoing Instrument was acknowledged before me thls . day of April, 1997, by Faye A. Havedock, the President of Seniors 'R' Able, Inc., a Florida corporation which Is the sole general partner of Lifestyles & Healthcare, ., a Florida limited partnership, on behalf of the limited partnership. She (check one) is personally known to me.or ( ) has produced as identification. ry Public, State of Florida Name: My Commission Expires: My Commission Number Is: STATE OF FLORIDA COUNTY OF OKEECHOBEE The foregoing Instrument was - _.- • _ -f , ore me this /, day of April, 1997, by Faye A. Haverlock, the President of Sen • , n , a Florida corporation, on behalf of the corporation. She (check one)(,_ 1s personalty known to me or ( ) has produced as Identificatlon. Name: Public, State of Florida My Commission Expires: My Commission Number is: -4- 2110390 P4GE0470 ,. -.. __. l 11g n. .. 1 1 i .q EXHIBIT 'A' All that certain real property described In deed recorded In Official Records Book 315, page 746, of the public records of Okeechobee County, Florida, less and except therefrom the following: A parcel of land lying in Sections 9. and 10, Township 37 South, Rdnge 35 East, Okeechobee County, Florida, being more particularly described as follows: Begin at the•Southeast corner aid Section 9; bear South 89° 52' 43" West along the South line of said Sect distance of 132.00 feet; Thence bear North 00° 00' 0 istance of 325.39 feet; Thence bear North 89° 59' 53" a t}�e intersection with aforesaid East line of Section 9, a distance of 132.01 Thence continue North 89° 59' 53 "htaT: stance of 448.33 feet; Thence bear South 00° 00' 07" E rsection with the South line of said Section 10, a distance of 321.60 feet; Thence bear South 89° 32' 54" West th line of Section 10, a distance of 448.36 feet to the Southwest corner of said Section 10, also being the Southeast " corner of said Section 9 and the point of beginning. , Together with all rights arising out of the Reciprocal Easement Agreement recorded in Official Records Book 258, page 756, public records of Okeechobee. County, Florida: —5— 803.9 0 PM 4 71 o. EXHIBIT 'B• A parcel of land lying in Sections 9 and 10, Township 37 South, Range 35 East, Okeechobee.County,.Florida, being more particularly described as follows: Begin at the Southeast.corner of said Section 9, bear South 89° 52' 43 °West along the'South line of said Section 9, a distance of 132.00 feet; Thence bear North 00° 00' 07" Thence bear North 89° 59' 5 Section 9, a distance of 13 a distance of 325.39 feet; the intersection with aforesaid East line of Thence continue North 89° 59' 5 Thence bear South 00° 00'.07 ".Eas Section 10, a distance of 321.60 f distance of 448.33 feet; ntersection with the South line, of said Thence bear South 89° 32' 54" We a i ouch line of Section 10, a distance • of 448.36 feet to the Southwest corner of s Section 10, also being the Southeast corner of said Section 9 and the po of i g. Together. with all rights arising out o the Reciprocal Easement Agreement recorded in Official Records Book 258, page 756, public records of Okeechobee County, Florida. —6— BN0 3 9 0 PAGE04 7 2 EXHIBIT 'C" The terms and conditions which shall govern the Easement are as follows: 1. RESERVATION OF EASEMENT. The Grantor hereby reserves unto and retains for the use and benefit of itself and all future owners of the Benefitted Land, a perpetual, nonexclusive easement for the purpose and with the right, privilege and authority to said Grantor, its legal representatives, heirs, successors and assigns, to construct, operate, lay, maintain, improve and /or repair, either above or below the surface of the ground; facilities and associated equipment for Ingress, egress, access, and for parking; and for utilities or all kinds, including water distribution, together with appurtenant above ground valves; hydrants, meters and fittings, and sewer collection and tran mss, together with appurtenant above ground valves, hydrants, meters and fittings : , •tor . - ble television and appurtenant wires, cables and related improvements, and for any • r typ f utility; and for drainage. 2. Easement Premises by Grantor o uses of the Benefitted Land, the p transportation. The Grantee may use incompatible with the easement rp�s USE AND UMITA O • L USE OF EASEMENT PREMISES. The use of the r of the Benefitted Land is not confined to the present gs thereon, or present means of utilities or ant Premises for any use which is not toed hereby. 3. CONSTRUCTION - IM = • ON EASEMENT PREMISES. There is presently located within the Easement Premi- : - . oadway, various parking areas, and certain utilities. Grantor may construct, and th afte • alter, such improvements as are reasonably necessary to enable Grante = • - e the Easement Premises for the purposes set forth herein. All of the improvements which are presently located within the Easement Premises, and all improvements which may hereafter by constructed, altered or modified within the Easement Premises, may be referred to herein as the 'Improvements'. Grantor shall be responsible to, at its sole cost and expense, obtain and comply with any and all permits, licenses or other governmental requirements and approvals needed for the use of the Easement Premises and /or the construction or modifications of any Improvements. 4. RECIPROCAL EASEMENT AGREEMENT. A portion of the Easement Premises is subject to the rights and privileges set forth in that certain Reciprocal Easement Agreement ('REA") dated November 8, 1983, between Hospital Corporation of America ('HCA") and Okeechobee Health Care Facility, Ltd. COHC'). Both Grantor and Grantee are the successors in interest of OHC and . have all of the rights, privileges and obligations of OHC and the OHC property referred to and created by the REA. 5. MAINTENANCE. Grantor shall keep and maintain the Easement Area and the Improvements at all times in a clean and safe condition at its sole cost and expense. 6. GRANTOR'S OBLIGATION TO COMPLY WITH ALL LAWS AND REGULATIONS. The Grantor shall comply with all governmental or quasi - governmental laws, ordinances, rules, regulations of every kind pertaining to the Easement Premises or to the use and occupancy thereof, including without limitation, any such law, ordinance, rule or regulation regarding or relating to environmental protection, pollution, sanitation or safety. The Grantor will not commit or -7- tl NO.390 PAGED 473 A„ • suffer any waste of the Easement Premises and will not use or permit any use of the Easement Premises to be used for any illegal purpose or In any,such way as to constitute a public nuisance or In any way so as to violate or breach any law, rule, regulation or ordinance to which the Easement Premises are subject. 7. GRANTOR'S RIGHT TO ENCUMBER THE EASEMENT PREMISES. The Grantor may encumber its easement rights reserved and created hereby in and to the Easement Premises with one or more mortgages, provided that the Grantee shall have no obligation to subject Its fee tide Interest In the Land to any such mortgage ilen. 8. ADDITIONS TO DOMINANT TENEMENT. Said easement is also appurtenant to any land that may hereafter •. = n t•and remain under common ownership with the Benefitted Land and that is contiguous • e BJj =fitted Land. An area physically separated from the Benefitted Land but having = . =ss eto by means of public ways or private easements, rights, or licenses is deemed to be c the Benefitted Land. The parties agree Land as a result of any such addi increased the burden on the Easement standing any Increase In the area of the Benefitted or shall not be deemed to have unreasonably 9. ' IVISION OF DO r�i_;1T .„t . If the Benefitted Land, together with any additions thereto pursuant to the p "visa '7 p e� ph 8 hereof, is hereafter divided Into two or more parts by separation of ownership or by le = 1 of the Benefitted Land shall enjoy the benefit of the easement hereby resery nd .10. RUNNING OF BENEFITS AND BURDENS. All provisions of the easement reserve and retained hereby, Including the benefits and burdens, run with the land and are binding upon and inure to the heirs, successors and assigns of the parties hereto. 11. CONSTRUCTION. The rule of strict construction does not apply to this reservation of easement. This reservation of easement shall be given a reasonable construction so that the intention of the parties to confer a commercially usable right of enjoyment in favor of the Grantor and the Benefitted Land Is carried out. 12. NO THIRD PARTY BENEFICIARIES. This easement is reserved only for the benefit of the Benefitted Land, together with any additions thereto resulting from the operation of paragraph 8 hereof, and is not intended•for the use or benefit of any other real property. 13. NO MODIFICATION WITHOUT THE CONSENT OF OWNERS. MORTGAGEES AND OTHER UENHOLDERS. The terms and conditions which govem this Easement may not be amended or modified except by a written instrument which Is agreed to and executed by the persons or entities which are then the owners of, or holders of any mortgage or other lien which encumbers any portion of, the Land or the Benefitted Land. -8- 1 810390 PASE04 ?4 i EXHIBIT •D` Legal description of the real propehy which is covered by the Easement reserved by Grantor. Description A non-exclusive easement, for In Township 37 South, Range 35 East,, described as follows: and public utility purposes, lying in Section 9. a County, Florida. Being more particularly Commence at the southeast corner of saw boundary line of Section 9, a distan Thence N 00 °00'07" W, a distance o 11 Thence continue N 00 °00'07" W, a dista , thence S 89 °62'43- W along the South a Point of Beginning; Thence S 89 °59'63" W, a distance of 219.86 feet to a point on the East line of the U.S. Hwy. #441 - S.R. #15 RIght -of -Way (R/W)(100 feet wide); Thence S 00 °00'07" E along said East R/W line, a distance of 45.00 feet; Thence N 89 °59'63" E, a distance of 27.40 feet; Thence N 83 °52'67" E, a distance of 140.80 feet; Thence N 89 °59'63" E, a distance of 1.70 feet; Thence S 00 °27'37" E along a line that measures parallel with and approximately 0.50 feet West of the northerly extension of and the existing edge of an asphalt parking area, a distance of 61.97 feet; Thence S 22 °06'59" E, containing along said line that measure parallel with and approximately . 0.60 feet West of the existing edge of an asphalt parking area, a distance of 135.40 feet to the Point of Beginning -9- -I. C 8 0 3'9 0 PAlE0 4 7 5 • • CONSENT AND SUBORDINATION • Big Lake National Bank, the owner and holder of the Mortgage and aII indebtedness secured thereby, hereby consents and agrees that the Ilen and the priority of the Mortgage as a Ilen and encumbrance as to and against the Property is hereby made; subject, subordinate and Inferior to (1) the'easement reserved in the foregoing Speclal Warranty Deed and Reservation of Easement, and (II) any mortgage or other Tien or security Interest granted by Grantor or any subsequent holder of said easement, as said any said mortgage, Ilen or security Interest may be amended or modified from time to time. Big Lake National Bank, by this Consent and Subordination, also agrees and consents to the transfer of the Property by Lifestyles & Healthcare, Ltd. to Seniors'R' Able, Inc., and that this Consent and Subordination Is the consent to transfer required by paragraph 20 of th Subordination is attached to and Reservation of Easemen Reservation of Easement sha the Speclal Warranty Deed and R IN WITNESSMEREOF, t delivered this JS-day. of April, 19 age. Big Lake National Bank agrees that this Consent and this reference, made a part of this Special Warranty Deed all terms used In the said Special Warranty Deed and me meaning in this Consent and Subordination as in of Easement. Signed, sealed and delivered In the presence of: nd Subordination has been executed and E NATIONAL BANK ame: B/Le- -N g Name: 'Panne 13: lire/ / 294388 1 � KE hkn3 D, `Je crr f t 1e ,J-4. Q- PO. 13E 759 .1 ©K j, , C1 3447g 7 A 4 ame: Its: TOE- G&• NoLL'N,S' Address: /r/0°J PaIG.07 -Ntar Okeechobee, Florida -10- FILED FOR RECORD OKEECHOBEE CO. FL. 91 APR 15 Pal 1: 00 SHARON ROBERTSON CLERK OF CIRCUIT COURT 8110390 PAGE0E4 7 6 SOUTH FLORIDA WATER MANAGEMENT DISTRICT ENVIRONMENTAL RESOURCE PERMIT NO. 47-01180-P DATE ISSUED:February 17, 2015 PERMITTEE: SENIORS R ABLE INC P 0 BOX 759 OKEECHOBEE, FL 34973 LIFESTYLES & HEALTHCARE LTD P 0 BOX 759 OKEECHOBEE, FL 34973 PROJECT DESCRIPTION: Construction and operation of a 1.53 -acre project within a 5.94 -acre area known as Okeechobee Health Care Facility. OKEECHOBEE COUNTY, SEC 9 TWP 37S RGE 35E PROJECT LOCATION: PERMIT See Special Condition No:1. DURATION: This is to notify you of the District's agency action for Permit Application No. 150122 -10, dated January 22, 2015. This action is taken pursuant to the provisions of Chapter 373, Part IV, Florida Statues (F.S). Based on the information provided, District rules have been adhered to and an Environmental Resource Permit is in effect for this project subject to: 1. Not receiving a filed request for a Chapter 120, Florida Statutes, administrative hearing. 2. the attached 18 General Conditions (See Pages : 2 - 4 of 5), 3. the attached 9 Special Conditions (See Pages : 5 - 5 of 5) and 4. the attached 2 Exhibit(s) Should you object to these conditions, please refer to the attached "Notice of Rights" which addresses the procedures to be followed if you desire a public hearing or other review of the proposed agency action. Please contact this office if you have any questions concerning this matter. If we do not hear from you in accordance with the "Notice of Rights," we will assume that you concur with the Districts action. CERTIFICATE OF SERVICE I HEREBY CERTIFY THAT this written notice has been mailed or electronically transmitted to the Permittee (and the persons listed in the attached distribution list) this 17th day of February, 2015, in accordance with Section 120.60(3), F.S. was also electronically posted on this date through a link on the home page of the Distri we siie (r} lsfw .gov /ePermitting). BY: Anita R. Bain Bureau Chief - Environmental Resource Permitting Okeechobee Service Center Page 1 of 5 Engineer's Report Parking Lot Improvements for Okeechobee Health Care Facility (Lifestyles and Healthcare, Ltd.) Okeechobee County, Florida Prepared January 2015 By: Steven L. Dobbs, P.E. # 48134 Steven L. Dobbs Engineering, LLC Florida Certificate of Authorization No. 29206 1062 Jakes Way Okeechobee, FL 34974 1 qn €F�alSBflfl 1•° °® r N L 411 0T • teven L Dobbs, P. o `• JANda .E6 ,23c115 ' `r • fQ N n L to% gl333�` roe Purpose: The purpose of this report is to provide the South Florida Water Management District, Florida Department of Transportation, and City of Okeechobee with the calculations and documentation to demonstrate that the surface water management system for the proposed Okeechobee Health Care Facility complies with applicable state and local water resource requirements. Project Description: The site is 5.95 acres in size and is located in Sections 9, Township 37 South, Range 35 East. It is located in the City of Okeechobee, on the east side of SR 441N, north of the City Limits Ditch, on the following parcels (Parcel ID 2- 09- 37- 35 -0A00- 00010 -A000 and 2-09-37-35-0A00-000l0- 0000). The site is currently partially developed. There is a nursing home onsite with limited parking that includes an exfiltration trench that was designed to provide water quality for the west wing expansion 4' x 20' x 175' and two existing culverts that discharge into the City Limits Ditch as show on the construction drawings. The remainder of the site is currently undeveloped. This request is for a construction permit to build an approximate 1.5 acre parking lot with additional pavement as shown with a new dry detention area to provide water quality and water attenuation for the planned parking lot. The drainage calculations and routings to address the required water quality treatment volumes and anticipated surface water stages for the proposed site improvements will be provided. The surface water management system for the proposed parking improvements will consist of a new dry detention area. The control structure for the new dry detention area will connect via doghouse structure to an existing culvert that currently connects the exfiltration discharge to the City Limits Ditch. Additionally, a perimeter berm will be constructed that is sized to retain the 25 year, 3 day storm event on the site, around the east, north and west sides of the property with the access road along the south side of the property acting as a perimeter berm. Proposed Use: The project consists of an existing nursing home, associated parking, and an existing exfiltration trench as described above. The proposed improvements consist of an additional 1.5 acres of parking and construction of a dry detention area. Water quality and water quantity requirements will be met in the dry detention areas. Potable water and wastewater service is provided by the Okeechobee Utility Authority. There is a planned expansion on a parcel to the east that will increase to existing potable water and wastewater demand. Drainage Considerations: To attenuate the runoff generated by the existing and proposed improvements and to meet water quality requirements, all drainage will be routed through the dry detention area. The dry detention area is controlled at elevation 15.5 NGVD '29 which is above the high water recorded for the City Limits Ditch. Attached are the records from DB Hydro for SI 92-T, which would be the headwater of Taylor Creek and 5133 -H, which would be the tailwater for Taylor Creek. Unfortunately, the period of record do not coincide for these two record locations. This period of record for each location was sorted by the highest recorded elevations and for the S192 -T location the top 5 peak elevations recorded were between 14.2 NGVD `29 and 15.07 NGVD `29 all in 1994. The top five peak elevations recorded at S133- H were between 15.07 NGVD `29 and 15.7 NGVD `29 and all of these elevations were recorded in 2004 and 2005. The discharge elevation of 15.5 NGVD `29 is above peak water elevation except during hurricane events and should operation acceptably during these times. The Soils Map for Okeechobee County indicates that this parcel's soils are made up of Immokalee Fine Sand, and Manatee Loamy Fine Sand, Depressional soils, which is a very poorly drained "D soil" in the natural state and a better drained `B soil" in the developed state. The Soils Map information also indicates that the anticipated wet season water table is approximately 0" below natural ground for Manatee Loamy Fine Sand, Depressional soils and approximately 1' below natural ground for the Immokalee Fine Sand. The geotechnical report prepared by GFA International established the wet season water table at approximately 2.5' below where the boring was taken, which would equate to 19.5 NGVD '29. However, since this site is adjacent to the City Limits Ditch and as established above the discharge elevation for this 2 project is going to be 15.5 NGVD '29, the bottom of the dry detention area will be constructed at 17.0 NGVD '29 to allow 1.5' of separation from the discharge to encourage recovery. The site is located in the S -133 Basin. The proposed outfall for the project will be on the southeast side of the proposed dry detention area that will discharge through an existing culvert that discharges into the City Limits Ditch, located south of the property, draining to the east into Taylor Creek. (Taylor Creek ultimately discharges into Lake Okeechobee.) The allowable discharge for the S -133 Basin is 15.6 csm (cfs /sq. mile) for the 25 year 3 day event: Q = 15.6 csm / 640 acres /sq. mile x Project Area Q = 15.6 csm / 640 acres/sq. mile x 1.53 acres = 0.04 cfs A. Water Quality Water quality treatment is provided in the form of dry detention for the project drainage area. Singe the proposed water quality system is dry detention, the volume required is 75% of the calculated volume, however since this project discharge into an impaired water basin and with a presumption of compliance with nutrient control by adding an additional 50% to the water quality volume the total water quality volume is 0.20 acre -feet. The dry pretreatment criteria of (0.5 ") is less than the (1 ") water quality requirement, therefore the system meets the pretreatment criteria as specified under Section 5.2.1 of the SFWMD's Environmental Resource Permit Information Manual Volume IV and the required water quality volume. Based on the attached stage storage spreadsheet, the water quality volume (0.84 acre -feet) is met at elevation 17.98 NGVD '29. B. Water Quantity This project is located in the S -133 Basin which discharges ultimately into Lake Okeechobee. The allowable peak discharge rate in this basin is 15.6 csm. The allowable peak discharge rate for this project, based on the 25 -year, 72 -hour storm event was calculated to be 0.04 cfs. The actual maximum discharge rate for the 25 -year, 72 -hour storm event was calculated to be 0.33 cfs, which is greter than maximum allowable peak rate, with no change to the originally permitted discharge structure with a 3.5" diameter bleeder at an invert elevation of 17.66' NGVD `29 and a 0.55' wide x 1.15' high weir at an invert elevation of 19.02' NGVD `29 used in the existing control structure. To demonstrate conformance to this criteria, the proposed project was flood - routed using AdICPR. The 10 year, 24 hour storm (5.0 ") w/ discharge, the 25 year, 72 hour storm (9.0 ") w/ discharge, and the 100 year, 72 hour storm (10.0 ") w/o discharge, were evaluated based on the proposed plan. Please refer to the attached AdICPR flood routing input/output parameters. A summary of the flood routings is provided as follows: 10 Year, 24 Hr. Storm (5.0 ") 25 Year, 72 hr. Storm (7.0 ") 100 Year, 72 Hr. Storm (10.0") Peak Stage Peak Rate Peak Stage Peak Rate Peak Stage (ft- NGVD'29) (cfs) (ft- NGVD'29) (cfs) (ft- NGVD'29)) 18.13 0.372 19.13 0.439 22.27 3 Parking: The City of Okeechobee requires 1 parking space for every 4 beds and 1 space for every employee at peak shift. There are currently 180 beds in the nursing home and 100 employees at peak shift requiring 145 parking spaces onsite. There are currently 71 existing parking spaces and 74 planned parking spaces, which will meet the parking requirements. There are currently 6 handicapped parking spaces around the facility, which meets the ADA required 6 spaces per 150 parking spaces provided. Off -Site Drainage: There is no off-site drainage anticipated onto the property. There are some elevations to the west that are higher than on -site elevations, however, there are closer elevation picked up by the surveyor that are lower than on -site and the assumption is that the existing perimeter berm will prevent any off -site runoff from draining onto the project site. Nutrient Analysis: As previously stated, the project proposes to provide 150% of the required water quality treatment volume in the dry detention system in order to meet the nutrient removal requirements. Flood Plain Analysis: As shown on the attached FEMA Panel 12093C0415C, the project is not located in a flood zone A2 el. 17.0 NGVD '29. Construction Recommendations: Runoff and /or any water generated by short-term dewatering during construction will be contained on -site. However, there is some potential for transport of sediment to off -site areas should heavy rainfall occur. In order to reduce the potential of any off -site transport of sediment or turbidity we recommend installation and maintenance of temporary silt fence inside the southerly property line in the area of the proposed paving of the existing rock road and upstream of the existing control structure until site work has been completed and the site has been stabilized. (The existing perimeter berm should prevent any potential off -site transport of sediment from other areas of the site during construction.) Conclusions: In my professional opinion, the proposed construction should have no impact to existing drainage patterns off -site and should have no impact on off -site areas. The recommendations above should be followed during and after the site work until such time as the ground surface has been adequately stabilized to prevent the off-site transport of any soil or suspended solids. The proposed design and construction will comply with applicable state and local requirements. 4 Okeechobee Health Care Facility 2015 Expansion Basin Information For: r p =p ,k, , w2 ;„ ,,, .5. f „ 75244 §$6 § 6066/ 060(0'\ ( Total Basin Area (water quality) Calculation II II II II II e 5 0 0 0 Ina 000 00000 = c; ei 7/\§\ § o sn o 000 d � .. 7§ . \7$ ) \ §z2 ` ®77» a _ § fr %aa ; 22 7$$j§ § // 6676 0 16.50 00 00000 m \ƒ $$ /$2 f 77 $ƒ/77 § To Elev. o an 25.00 18.00 25.00 k 222 §E§ rt 6204§§ Area (ac.) 0.84 0.00 FS I L_ /K]| 77§.§.| 4 a. >= & >_ -- Laud use Category Dry Retention — _ -- -- Dry Retention Banks Phase 1 Building Phase 2 Building Phase 1 Pavement Phase 2 Pavement Green F:\2014 -042 Health Care Facility next to Rauterson\04.Caiat2014.042 site info 20150102.xls ) 8 fF 516840 27° 15 33' N — 8 - r9i vf- L in- 27° 1528 N 0 r 516850 516860 516870 Soil Map — Okeechobee County, Florida (Okeechobee Health Care Facility) 516890 516900 516910 516920 516930 516940 27° 15'33"N 516850 516860 516870 516880 Map Scale. 1685 t printed on A portrait (8.5" x 11 ") sheet. 0 10 20 516890 40 516900 516910 60 Feet 0 30 60 120 180 Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 17N WGS84 >\ Natural Resources 011111 Conservation Service Web Soil Survey National Cooperative Soil Survey 516920 516930 516940 8 1/7/2015 Page 1 of 3 m a LL 'o CU. 0 0 amiw o1.6 o m U = CD Q) 0 12 0 2 Y -O 0 MAP INFORMATION MAP LEGEND comprise your AO1 were mapped a N he soil surve rning: Soil Map may not be valid at this scale. C 0) c m y ti m (o (m O c U i `-' m(pp �c U U (5 O m a C.) N = l6 a a ((5 0 CD c E m �o 2 o co 0 m 'a co m 6 o .c = o 0 c o m 00 N m L tO 0 0 fah > Ea)Em C t O a 2.0 c p Faun° c c E w c D m.5 w E o. m a a 0 Cfl Very Stony Spot Soil Map Unit Polygons Soil Map Unit Lines Soil Map Unit Points Special Line Features m p 00 0) c m m O o) re 2 .c m O 0 m tO N U 2 U9 I m co 6 m 0 m- m m m v- Od 3 c ° 0) 2 of 2 a m 0 Z C o) m -m0 a y j 0 4) im�pp N G E (n m m a m E !G U - y c ?c (a._ r m 1D O m E 0. w O U (() m 'a d 1'1 (0 (6 U U) .0 O , m c co is m mm (n E m 00° m w o E vm co z O. c m 0 N N 2 p N 0 -O -- = N N 'E' O m ` O CI, C m E W .a at co U .c c m O 0 (o (o o m Q m 8 d m° o m D 0 m v O0 m Q1 m 5 °c ge) .c m(O o a) o °� m 0 d c m 3 .0 mo o mmEa o E? m m 00.2 Z=o.° $2 Eo Oc 0 a m x2a . m i'p ^m o13 0 (o m a m cm) m �Zpoo a mom' v m -O °mE U m Y m 3 O m m 0, d Q o c m y 0 n 16- m c L, T m L N m i m m W m m O '0 N c > d O) Y tD ?+ 7 c 0 O. T m_ (C ( m 0) 0 N o a m O o c m 0 a i .0 ......`60 m m L C 0.0 TE stn m E c o m,- 0 a� oam� c m m ° o c 2280= a ° co o•` ZQ a� m� L �z mm ao n.�„cm,`m� m> NZ E`m dN �o�m m0 omo moms— =m '03 'g c EmE a E (n 'S 0 M a to Q (� I— w (n 0) co `O 0,- I=- 8 o 'al Point Features N Water Features Streams and Canals Transportation Interstate Highways 0 0 N d . (n o N a , 3 Local Roads 0 0 O OI 0 3 CO u 2 >, �' ix O 0 > > 0 > 2 m 0 U 0 0 J J Aerial Photography Marsh or swamp Mine or Quarry Miscellaneous Water Perennial Water I Severely Eroded Spot II O. 0) 0` 0. U (00) 0 0 N n m s- 0) CO a 0 0) m -N 0 c (q O o rg to 7 w 0 0 z C) Soil Map — Okeechobee County, Florida Okeechobee Health Care Facility Map Unit Legend Okeechobee County, Florida (FL093) Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI Manatee loamy fine sand, depressional Immokalee fine sand, 0 to 2 percent slopes Totals for Area of Interest 0.0 1.4 0.4% 99.6 %1 100.0% USDA Natural Resources Web Soil Survey r Conservation Service National Cooperative Soil Survey 1/7/2015 Page 3 of 3 27° 15'33"N 27° 1528'N 3 a Hydrologic Soil Group — Okeechobee County, Florida (Okeechobee Health Care Facility) 9i— — 9i 8 _ — 0 516870 516880 516690 516900 516910 Scale: 1:685 if printed on A portrait (8.S" x 11 ") sheet. 10 20 40 Meters 60 Feet 0 30 60 120 180 Map projection: Web Mercator Comer coordinates: WG584 Edge tics: UTM Zone 17N WGS84 t \ Natural Resources Web Soil Survey Conservation Service National Cooperative Soil Survey 1/7/2015 Page 1 of 4 27° 1533 "N 27° 1528" N MAP INFORMATION MAP LEGEND The soil surveys that comprise your AOI were mapped at 1:24,000. Warning: Soil Map may not be valid at this scale. 0) c 0) — c 0) co N CO a) 7 _ U O QC c o U (0 a- O N 6) 0 N 0) G 0-0 o E ,0 as 0� E m @ ° o �E E :° a ° N E 3 .= 5 O L a N 0 O N N O N t a a co 0 N > E DEL 4. 0) O -0 2"C L I E 0 rn c E 0) ( 0 N c ) (0 — ° W E a(n ° o o 0) 0) 0 N o 5 ' m . 0 to 6 g m t ` yy N U 4 (f) I o -p N U p ° t (0 f0 -100 d 3 c p 0) p L `) N lc o �1) a) 00 C (n (ln .0 L N E U N c 6) E E w O` 1c0 ° a N U as N 0 0.0 0 N 5 c o w 0) m N CO 71 E 0) °° N L ° °C7 oL °' dv ° ° L o o. o �d m-0 Nv Z LL1°v m o L o m E Uv)w oasdo0 o crn o t Nla� L N y a C 0.L d (1) O, a f0 N 0 `° N O) U N L 10(p d p N O Q 71 O0) 7° 6 U Y CO 111 .L°. 0) 0 . O N .0 n • a) c ai nm co °.0 - E o o c 0) a °o E� N fY L a 7008'0 2 0) c, n ! N W o a) U l0 ° Z .4) � a0 'O 'ap CD 'O N a do E as (0 (0 J co N t,..2 CO f( N O N L c N a Z a a 0.2 0) — c0 O M 0 `m CD co co o c cob. N L°� 3 v ca cp ° v a (00 m t c a a TE ?v) a; E (5 C � c > m c 5 am u'= �� °'oc °p�a�i °- o 2Q o� W� rm°° mm Sao n.c.c°`°� vai> (n2 E`m NN °aim °° o °o O)o0a� :c° 'o° '0 5r; .c a E u O 2 a v¢ 0 1- -c (n v) (n `0 in - H E o U U 0 Not rated or not available 0 0 • 0 Area of Interest (AOl) Area of Interest (AOI) 0 o co d c m m C) Q 0 m m U U Z c Q 0 as m U U 0 Z c< 0 m m „ ❑ ❑ ❑ ❑ ❑ ❑ ❑❑ ? o■ v ® • •0 CO N d) U) N c 0 C = N o a) w 0 E E ce (o N N fY C 2 rn G fY C D M II -e 1L 0 a 1 m m 3 f= Local Roads d O Aerial Photography Hydrologic Soil Group—Okeechobee County, Florida Okeechobee Health Care Facility Hydrologic Soil Group Hydrologic Soil Group— Summary by Map Unit — Okeechobee County, Florida (FL093) Map unit symbol Map unit name Rating Manatee loamy fine B/D sand, depressional Immokalee fine sand, 0 B/D to 2 percent slopes Totals for Area of Interest Description Acres in AOI Percent of AOl 0.01 0.4% 1.4 1 Hydrologic soil groups are based on estimates of runoff potential. Soils are assigned to one of four groups according to the rate of water infiltration when the soils are not protected by vegetation, are thoroughly wet, and receive precipitation from long- duration storms. The soils in the United States are assigned to four groups (A, B, C, and D) and three dual classes (A/D, B /D, and C /D). The groups are defined as follows: Group A. Soils having a high infiltration rate (low runoff potential) when thoroughly wet. These consist mainly of deep, well drained to excessively drained sands or gravelly sands. These soils have a high rate of water transmission. Group B. Soils having a moderate infiltration rate when thoroughly wet. These consist chiefly of moderately deep or deep, moderately well drained or well drained soils that have moderately fine texture to moderately coarse texture. These soils have a moderate rate of water transmission. Group C. Soils having a slow infiltration rate when thoroughly wet. These consist chiefly of soils having a layer that impedes the downward movement of water or soils of moderately fine texture or fine texture. These soils have a slow rate of water transmission. Group D. Soils having a very slow infiltration rate (high runoff potential) when thoroughly wet. These consist chiefly of clays that have a high shrink -swell potential, soils that have a high water table, soils that have a claypan or clay layer at or near the surface, and soils that are shallow over nearly impervious material. These soils have a very slow rate of water transmission. If a soil is assigned to a dual hydrologic group (ND, B /D, or C /D), the first letter is for drained areas and the second is for undrained areas. Only the soils that in their natural condition are in group D are assigned to dual classes. Rating Options Aggregation Method: Dominant Condition 99.6% 100.0% USDA Natural Resources Web Soil Survey 1/7/2015 r Conservation Service National Cooperative Soil Survey Page 3 of 4 Hydrologic Soil Group — Okeechobee County, Florida Okeechobee Health Care Facility Component Percent Cutoff: None Specified Tie -break Rule: Higher USDA Natural Resources Web Soil Survey Conservation Service National Cooperative Soil Survey 1/7/2015 Page 4 of 4 27° 15 33' N 27° 1528'N 5 8 516840 516850 516860 I I I Depth to Water Table— Okeechobee County, Florida (Okeechobee Health Care Facility) 516870 516880 516890 516900 516910 516920 516930 S16940 _r _ 9_ a 516840 3 § NN t0 — _a 1 1 1 1 1 1 1 1 516850 516860 516870 516880 516890 516900 516910 516920 516930 516940 Map Scale: 1:685 if printed on A pcd ait (8.5" x 11") sheet. 0 10 20 40 Meters 60 Feet 0 30 60 120 180 Map projection: Web Mentor Caner marinates: WG584 Edge tics: UTM Zone 17N WGS84 usim Natural Resources Web Soil Survey Conservation Service National Cooperative Soil Survey 3 a a 1/7/2015 Page 1 of 3 27° 1533 "N 27° 15 29" N MAP INFORMATION MAP LEGEND The soil surveys that comprise your AOI were mapped at 1:24,000. Not rated or not available 0 Area of Interest (AOl) Warning: Soil Map may not be valid at this scale. a) C 0) C N y y _ @ U ° c @ O U O(0 V o V) 0 C U (5 = a@ 0) ( E m 5 E.) E zE o R @ ° E 3 ° o L ; = w 0 o 0) c 0 .0 - a1 O cap > E mE2 @ ERL-0 E0) U Of c ° Ey cp pn 8 N c V) @ W o E aco Water Features Area of Interest (AOI) Streams and Canals Transportation N cc Interstate Highways it a) 0 00 0) O� L ; cn O O N c0 (5 ie N U ... U .ig lf a) 40 O y"' @ � ° @ 3 C a@ .° L 0 N N c CA a N O p a) C ° E .a N _ y a1 N E E a) C? ? a _ 0. 0 `A a)a m 0 CO @ D N O a) 00 c @ O Q y vc U o. ° y . 92 -6 Ce y 2 y Z u) ' T. Z 6L 0 E N a c d Y N E U N W a 2s0_; U0 a C O) °- p L a L N p ' O . ay d v n O L y = @ W C U O Q .0 @= a 3 E @ O i a O N a m .vL o a mp . a) o m ° 0 o- m c @ o o E?•@ m o a a2 -oo �,_ E o d Ea Z. ° 0 as gym ���o@ ° @ 0 a @ 0 m = . � �• - a UE —Zo a° le, -o a)0 m a , L of @ J @ U N c Q c N O N Jo @ @ @ N a N L '0 @ c N C aE a1 L C N O C @ .„) Q .. m O .0 as 2' a- F c a)E o -TE E e ai 0 'c ` m ° O c O` a a 0 e- L O N .o cE 4 0 �, N Z E m E o..d co a= CO CO CT E 0 5. 0 2 8. '5 c3 t-c co u) co oo 0� L °. o m co w °' Local Roads 0 O 0 c 0 O O ..t" 0 0 e- N 8 O N M I0 0 0 in N O) O N 10 A C a o ■000000 75. Aerial Photography Not rated or not available N Soil Rating Lines 0 0 0 (0 0 0 0 N In l0 0 N I 0 0 N til M 0 N IO ^ OA • • • Al ,.. Not rated or not available Soil Rating Points 0 O O O N N I0 O 0 IOn 0 N In 8 A ■❑❑ ❑o■ Depth to Water Table— Okeechobee County, Florida Okeechobee Health Care Facility Depth to Water Table Depth to Water Table— Summary by Map Unit — Okeechobee County, Florida (FL093) Map unit symbol Map unit name 6 Manatee loamy fine 0 sand, depressional !- 11 Immokalee fine sand, 0 ! 31 1 to 2 percent slopes I Rating (centimeters) I Acres in AOi Percent of AOI Totals for Area of Interest Description 0.0 0.4% 1.4 99.6 %1 1.4 100.0% "Water table" refers to a saturated zone in the soil. It occurs during specified months. Estimates of the upper limit are based mainly on observations of the water table at selected sites and on evidence of a saturated zone, namely grayish colors (redoximorphic features) in the soil. A saturated zone that lasts for less than a month is not considered a water table. This attribute is actually recorded as three separate values in the database. A low value and a high value indicate the range of this attribute for the soil component. A "representative" value indicates the expected value of this attribute for the component. For this soil property, only the representative value is used. Rating Options Units of Measure: centimeters Aggregation Method: Dominant Component Component Percent Cutoff: Tie -break Rule: Lower Interpret Nulls as Zero: No Beginning Month: January Ending Month: December None Specified t!son Natural Resources Web Soil Survey 1/7/2015 Conservation Service National Cooperative Soil Survey Page 3 of 3 Okeechobee Health Care Facility - Parking Lot Improvements, City of Okeechobee, FL Input Report for AdICPR Model ___= Basins Name: Onsite Node: Cnsite Status: Onsite Group: BASE Type: SCS Unit Hydrograph CN Unit Hydrograph: Uh256 Rainfall File: Rainfall Amount(in): 0.000 Area(ac): 1.530 Curve Number: 88.00 DCIA( %): 0.00 Peaking Factor: 256.0 Storm Duration(hrs): 0.00 Time of Conc(min): 10.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 999999.000 __- Nodes Name: Onsite Group: BASE Type: Stage /Volume Stage(ft) Volume(af) 15.500 0.0000 16.500 0.0010 17.000 0.0300 17.500 0.1100 18.000 0.2000 18.500 0.2900 19.000 0.3700 19.500 0.4600 20.000 0.5500 20.500 0.6500 Base Flow(cfs): 0.000 Init Stage(ft): 15.500 Warn Stage(ft): 22.000 Name: outfall Group: BASE Type: Time /Stage Base Flow(cfs): 0.000 Init Stage(ft): 15.500 Warn Stage(ft): 15.500 Time(hrs) Stage(ft) 0.00 73.00 1000.00 15.500 15.500 15.500 ___= Drop Structures Name: CS -1 Group: BASE From Node: Onsite Length(ft): 240.00 To Node: outfall Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Average Conveyance Geometry: Circular Circular Solution Algorithm: Automatic Span(in): 18.00 18.00 Flow: None Rise(in): 18.00 18.00 Entrance Loss Coef: 0.500 Invert(ft): 13.000 13.000 Exit Loss Coef: 0.900 Manning's N: 0.025000 0.025000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use do Bot Clip(in): 0.000 0.000 Solution Incs: 10 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall * ** Weir 1 of 2 for Drop Structure CS -1 * ** TABLE Count: 1 Type: Horizontal Flow: Both Geometry: Rectangular Bottom Clip(in): 0.000 Top Clip(in): 0.000 Weir Disc Coef: 3.200 Orifice Disc Coef: 0.600 Span(in): 24.00 Invert(ft): 19.150 Rise(in): 36.00 Control Elev(ft): 19.150 * ** Weir 2 of 2 for Drop Structure CS -1 * Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 1 of 3 Okeechobee Health Care Facility - Parking Lot Improvements, City of Okeechobee, FL Input Report for AdICPR Model Count: 1 Type: Vertical: Mavis Flow: Both Geometry: Circular Span(in): 3.00 Rise(in): 3.00 Bottom Clip(in): 0.000 Top Clip(in): 0.000 Weir Disc Coef: 3.200 Orifice Disc Coef: 0.600 Invert(ft): 15.500 Control Elev(ft): 15.500 TABLE ___= Hydrology Simulations Name: 10OYR3D Filename: F: \2014 -042 Health Care Facility next to Raulerson \04 -Calcs \2014 -042 ICPR \sims \100YR3D.R32 Override Defaults: Yes Storm Duration(hrs): 72.00 Rainfall File: Sfwmd72 Rainfall Amount(in): 10.00 Time(hrs) 50.000 100.000 Print Inc(min) 10.00 5.00 Name: 10YR1D Filename: F: \2014 -042 Health Care Facility next to Raulerson \04 -Calcs \2014 -042 ICPR \sims \10YR1D.R32 Override Defaults: Yes Storm Duration(hrs): 24.00 Rainfall File: Flmod Rainfall Amount(in): 5.00 Time(hrs) Print Inc(min) 10.000 24.000 100.000 10.00 5.00 10.00 Name: 25YR3D Filename: F: \2014 -042 Health Care Facility next to Raulerson \04 -Calcs \2014 -042 ICPR \sims \25YR3D.R32. Override Defaults: Yes Storm Duration(hrs): 72.00 Rainfall File: Sfwmd72 Rainfall Amount(in): 9.00 Time(hrs) Print Inc(min) 50.000 100.000 400.000 10.00 5.00 10.00 ___= Routing Simulations Name: 1O0YR3D Hydrology Sim: 100YR3D Filename: F: \2014 -042 Health Care Facility next to Raulerson \04 -Calcs \2014 -042 ICPR \sims \100YR3D.I32 Execute: Yes Alternative: No Restart: No Patch: No Max Delta Z(ft): 1.00 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 Min Calc Time(sec): 0.5000 Boundary Stages: Time(hrs) 50.000 100.000 Group BASE Print Inc(min) 15.000 5.000 Run Yes Delta Z Factor: 0.00500 End Time(hrs): 100.00 Max Calc Time(sec): 60.0000 Boundary Flows: Name: 1OYR1D Hydrology Sim: 10YR1D Filename: F: \2014 -042 Health Care Facility next to Raulerson \04 -Calcs \2014 -042 ICPR \sims \10YR1D.I32 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 2 of 3 Okeechobee Health Care Facility - Parking Lot Improvements, City of Okeechobee, FL Input Report for AdICPR Model Execute: No Alternative: No Restart: No Patch: No Max Delta Z(ft): 1.00 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 Min Calc Time(sec): 0.5000 Boundary Stages: Time(hrs) Print Inc(min) 10.000 24.000 100.000 Group 15.000 5.000 15.000 Run BASE Yes Delta Z Factor: 0.00500 End Time(hrs): 100.00 Max Calc Time(sec): 60.0000 Boundary Flows: Name: 25YR3D Hydrology Sim: 25YR3D Filename: F: \2014 -042 Health Care Facility next to Raulerson \04 -Calcs \2014 -042 ICPR \sims \25YR3D.132 Execute: No Alternative: No Restart: No Patch: No Max Delta Z(ft): 1.00 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 Min Calc Time(sec): 0.5000 Boundary Stages: Time(hrs) Print Inc(min) 50.000 100.000 400.000 15.000 5.000 10.000 Group Run BASE Yes Delta Z Factor: 0.00500 End Time(hrs): 400.00 Max Calc Time(sec): 60.0000 Boundary Flows: Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 3 of 3 Okeechobee Health Care Facility - Parking Lot Improvements, City of Okeechobee, FL Basin Summary Report for AdICPR Model Basin Name: Onsite Group Name: BASE Simulation: 100YR3D Node Name: Onsite Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 1.33 Comp Time Inc (min): 1.33 Rainfall File: Sfwmd72 Rainfall Amount (in): 10.000 Storm Duration (hrs): 72.00 Status: Onsite Time of Conc (min): 10.00 Time Shift (hrs): 0.00 Area (ac): 1.530 Vol of Unit Hyd (in): 1.000 Curve Number: 88.000 DCIA (8): 0.000 Time Max (hrs): 60.02 Flow Max (cfs): 6.571 Runoff Volume (in): 8.528 Runoff Volume (ft3): 47365.434 Basin Name: Onsite Group Name: BASE Simulation: 10YR1D Node Name: Onsite Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 1.33 Comp Time Inc (min): 1.33 Rainfall File: Flmod Rainfall Amount (in): 5.000 Storm Duration (hrs): 24.00 Status: Onsite Time of Conc (min): 10.00 Time Shift (hrs): 0.00 Area (ac): 1.530 Vol of Unit Hyd (in): 1.000 Curve Number: 88.000 DCIA (8): 0.000 Time Max (hrs): 12.04 Flow Max (cfs): 3.896 Runoff Volume (in): 3.668 Runoff Volume (ft3): 20369.965 Basin Name: Onsite Group Name: BASE Simulation: 25YR3D Node Name: Onsite Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 1.33 Comp Time Inc (min): 1.33 Rainfall File: Sfwmd72 Rainfall Amount (in): 9.000 Storm Duration (hrs): 72.00 Status: Onsite Time of Conc (min): 10.00 Time Shift (hrs): 0.00 Area (ac): 1.530 Vol of Unit Hyd (in): 1.000 Curve Number: 88.000 DCIA (8): 0.000 Time Max (hrs): 60.02 Flow Max (cfs): 5.875 Runoff Volume (in): 7.545 Runoff Volume (ft3): 41905.707 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. 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I D O O O ,es.szs 3,40,30.00S ,BCSLS (0)(4) M.LO.00.00N m m in g �nmiA�D C A k\RRR\1R\R•:r - i a c °z R kk R RR'c RTnRRRRR\ T' RTnRRR RR\ Tnn4R RCRTnTRRRR'CC\TnnRRRR'CC.TT -c\ 1 z■zc (a) NL ON L a I y l m g, c÷F I k a 2 ,▪ ..t. it q...?.., rl i�9 ' I I 3 F .a 4,4 Ix , R��R��'�Y3 °le«> 4R� 'q�q� °� ?> g 4FR �� Q�g �F�t nri A 4"4 "i n° 5 /1 PWi lii _ g 41; RA RR ig$ g i rA o ° 8 i < >i im , I Rg p u84 :. g m8 Rg $ gNs ^s 'o WIN $$� uB a F8 � 8< p i? �g 4 � °d $8' `= 1 *1l,° s �Lvl;°yV.g ;R F cy a Wu 4 P :1t pn yY au� fir, °n,mm�n Ez a y,i� E6 4 wg got §g515g'§1 1 Pg. 2 80 m Pg e> gm °l; 1 �� 9g x> O. ° g 0 °R1-4 RRRRRxg4 a hi 1 1 €§ aA IA o P gQ gg WR o Pi -R ^ <b y° gu gR >Ro Rte..•r�8 115 Um 4 Cp m '� 3 g ? 9q m �' w g • �° y A42°u ° RI R° g K V pp4 4g L HUN gg Rm'p J I.vm L 8� EP ° > • °8 ° > • g 8 coo R a o S 7 0 7 i 2 74 V>.i T g R R g 1 ii R R ° 4 R F DESCRIPTION PER OKEECHOBEE COUNTY PROPERTY APPRAISER'S OFFICE: AIWU 13 L VAI?Id .9913IZ a „SS,IS.89N ,L9'IS£ (0)(N) M.£S,6S69S ?L ,N00 JO 3907 DE TELEPHONE EASEMENT ORB 205, PG. 627 r m m F e � Fn. PE T LMOUT, TO STEVEN L. DOBBS ENDINETAMG, LLC Joe Ho.: 201 SHEET 4042 03 or 06 Okeechobee Healthcare 2015 Exp. .. Senolrs R .. Able, Inc. OKEECHOBEE, FLORIDA SCALE VERIFICATION °" E' r " .; Steven L. Dobbs Engineering, LLC 1062 JAKES WAY Phone (863) Fl 34974 Phone: (863) 824 -7644 FLORIDA CERTIFICATE OF AUTHORIZATION No. 0002SZDe °w 0" B C DESIGNED BY: SLD ° ' SOUD BAR IS EQUAL TO ONENING,A JUST ORIGINAL DRAWING, ADJUST ALL SCALED DIMENSIONS ACCORDINGLY CHECKED BY SLD HORIZONTAL CONTROL PLAN PROJECT No.: 2014042 FIORZ. SCALE. VERT. SCALE: PNINee Cola. REVISIONS CARD FILE: r 111# )V41H9IH 'S71 — 91# (!VO& g.LYSLS CR MVO LOOM -v/AES' I VAC F. * �4 spa aid „4r � .rwa 4 ?. / / / / / / / ,,... � 1 I I III! 1 1� I NM til I 5 I I 1 I14 Q.. 1 i I S , — _ — —; I d-- -I— —I- P h 8Lj L- -/ r oro,`" 78-.7--# il \___ii, a V.. gr 'u ,.E,.... c \I§ \ © \ 0 _J r 1— 1 v CO 'D-4iy 012 m- z O y z 0 9 m N Ft 2 r�� \ r % ft& r .'J 4 PA i V.HRTEN AUTHORIZATION ANDADCPTION BY STEVEN L. OOBBS, P E, SHALL BE WITHOUT LABILITY TO STEVEN L COBBS ENGINEERING, LLC. JOB No.: 20144)42 SHEET 02 OF 06 IOCEIHeR NA IM Mt WM.!•Inx UL,N,Te mrrim, cunaun, na nn n.. Okeechobee Healthcare 2015 Exp. Seniors °R" Able. Inc. OKEECHOBEE, FLORIDA ...o.,,,,, ..........:....� ... ... SCALE VERIFICATION ...� ......... .............--. _ .. ._ ... _..._ .�.. ..__. °"'E Steven L. Dobbs Engineering, LLC 1062 JAKES WAY Okeechobee, Fl 34974 Phone: (863) 824 -7644 .;.s..s4., - FLORIDA CERTIFICATE OF AunromzATwR No. °°ozazoa DRAWN Y' CM DESIGNEDSY: SLD ° ' SOLID BAR IS EOUAL TO ONEINCNODJUSTFKL DRANANG,AD.IUSTALL SCALED DIMENSIONS ACCORDINGLY CHECKED BY: SLD EXISTING CONDITIONS AND DEMOLITION PLAN PROJECT No.: 2014-044 Ndtz SCALE: VERT. SCALE: Printed Dab' REVISIONS CARD FILE'. Staff Report Site Plan Review Prepared for: The City of Okeechobee Applicant: Seniors "R" Able, Inc. (Parking lot) Petition No.: 15- 001 -TRC t f Planning & Management Services, Inc. t3 "S Jackson Street, Suite 206 Myers, Florida 239 133.336c, Serving Florida Local Governments Since 1988 Staff Report Site Plan Review Applicant: Seniors "R" Able, Inc. Petition No.: 15- 001 -TRC General Information Owner Address Applicant Address Sir . ;tn P.O. Box 759 Okeechobee, FL 34973 Same Contact Person Coto PhOtt Phone Number Steven L. Dobbs, Engineering Consultant (863) Legal Description of Subject Property UNPLATTED LANDS OF THE CITY OF OKEECHOBEE, COMMENCING AT SOUTHEAST CORNER OF SECTION 9, BEAR NORTH ON EAST LINE OF SECTION 9 A DISTANCE OF 324.12 FEET TO SOUTH BOUNDARY OF LAND. Parcel ID: 2- 09- 35 -0A00- 00010 -A000 General Description The Applicant proposes to build a new 1.5 acre parking lot on the vacant parcel located immediately west of the Okeechobee Healthcare Facility (a nursing home). The 1.628 acre subject parcel is presently zoned CPO and application has been made to rezone the property to CHV to accommodate the new parking lot. The parking lot is one component of an overall project that also involves annexation of adjacent lands, designation of such lands as Commercial on the Future Land Use Map (FLUM), rezoning, and a special exception to expand the existing healthcare facility. Following is the Staff analysis of the proposed parking lot's consistency with the various City requirements and regulations. Instances where the Staff believes the submission to be deficient are highlighted. Serving Gnvernenents Since 1988 Staff Report Site Plan Review Applicant: Seniors "R" Able, Inc. Petition No.: 15- 001 -TRC FUTURE LAND USE, ZONING, AND EXISTING LAND USE CHARACTERISTICS Zoning District CPO Adjacent FLUM Classifications, Zoning Districts, and Existing Land Use Future Land Use Map Classification Zoning District Commercial CHV Okeechobee Healthcare Facility (Nursing home) Future Land Use Map Classification West Zoning District Existing Land Use County FLUM County Zoning Sunshine State Surgical Center Adequacy of Public Facilities A new parking lot will have no effect upon the provision of potable water, sanitary sewer or solid waste disposal services or facilities. Traffic and Access: The proposed parking lot will have access provided by the same private driveway as providing access to the existing parking area which it is replacing. The new parking lot will not affect traffic levels in the immediate vicinity. Drainage: The Applicant's Consulting Engineer has submitted a report addressing stormwater Serving Florida Local Governments Since 1988 2 Staff Report Site Plan Review Applicant: Seniors "R" Able, Inc. Petition No.: 15- 001 -TRC Comparison of Proposal with Dimensional Standards, CHV (Proposed zoning) Regulation Required Provided Minimum Parcel Size and Width Area — 6,250 square feet Width — 50 feet Area — 1.628 acres Width — 325 feet Minimum Front Yard Setback 20 feet for buildings, 10 feet for parking and driveways There are no structures proposed and all portions of the parking area meet the minimum required setbacks and landscape buffers. However, the parking lot extends into the adjoining parcel to the east. Because the parking lot will subsequently be directly related to an improved entrance feature to the nursing home a parking agreement will be recorded associating the parking lot on the subject parcel with the nursing home use on the adjacent parcel(s) to the east. Minimum Side Yard Setback Eight feet; 20 feet abutting residential zoning Minimum Rear Yard Setback Ten feet; 20 feet abutting residential zoning Maximum Lot Coverage 50% Not applicable; there are no structures proposed. Maximum Impervious Surfaces 85% The Engineer's Report indicates impervious coverage at 54.9%. Max. Height 45 feet Not applicable; there are no structures proposed. Paved parking 1 space per 4 rooms and one space per each employee during the peak shift. With 180 rooms and 100 employees during the peak shift, total parking require- ment is 145 spaces, six of which must be handicapped spaces The Engineer's Report states that there 71 existing standard parking spaces and 6 handicapped spaces. There are 73 planned spaces shown on the site plan for a total of 150 spaces, adequate to serve the existing facility. However, documentation of the location and layout of the existing 71 spaces should be provided as confirmation that the combination of the new and existing spaces is in conformance with the City's standards and requirements. Parking spaces size The minimum dimension for 90° spaces is 9' X 18' All of the 73 proposed spaces are of adequate size. Minimum Driveway/Parking Aisle Width 24 feet for two-way traffic associated with 90° parking spaces. All driveways and parking aisles are at least 24- feet wide except the southernmost drive aisle providing access to the trash compaction space, which is only 20 -feet wide, Explanation is needed as to why this drive aisle providing access to the trash compaction site is only 20 feet wide and how the trash collection truck will maneuver into position to collect the trash and exit the site. Serving Plorizia Luca! (, ve, ,ntni,v Since 1988 3 Staff Report Site Plan Review Applicant: Seniors "R" Able, Inc. Petition No.: 15- 001 -TRC Landscaping Required Provided General Site Landscaping Required (see Sec. 90 -532) One tree and three shrubs per each 3,000 square feet of lot area: 70,916 _ 3,000 = 24 trees and 71 shrubs 37 trees and 107 shrubs are shown on the landscaping plan Requirements for parking and Vehicular use areas, (see Sec. 90- 533) 18 square feet/required parking space: 73 x 18 = 1,314 sq. ft. One 5 -foot by 15 foot landscaped island for every 10 parking spaces, with one tree in each island. 73 spaces would require 8 islands. No more than 12 contiguous spaces is allowed. One tree required for each 72 square feet of required landscaped area = 18 trees. The square footage of the 10 islands alone exceeds the minimum required square footage of landscaping in the vehicular use areas. There are 13 contiguous parking spaces on in the center parking aisle, the configuration of the islands and center aisle of parking needs to be changed so that there are no more than 12 contiguous spaces. There are 22 trees within and immediately adjacent to the parking and vehicular use areas. Required landscape buffer areas, (see Sec. 90 -534) A 10 foot buffer is required along street frontages (less driveways) and two feet required along interior property lines: 305 feet less 28 feet of driveways = 277 feet frontage @ 10 foot buffer = 2,770 sf of landscape buffer along U /S. Hwy. 441. At one tree and three shrubs for each 300 sf of buffer indicates the need for 9 trees and 28 shrubs It appears that, with the private entry drive on the north side; the FPL easement and on the south; and the connection between the parking lot and nursing home use of the adjacent lot to the east, no additional perimeter landscaping is required. There are at least 15 trees and 30 shrubs along the frontage on U.S. 441. Serving Florida Local Governments Si( ie° 1.988 Staff Report Site Plan Review Applicant: Seniors "R" Able, Inc. Petition No.: 15- 001 -TRC Other Requirements and Considerations Sidewalks: A sidewalk already exists along U.S. 441. Lighting Plan: The site plan includes a photometric lighting plan. Dumpster Location: There is a trash compactor site shown but explanation is needed as to how trash trucks will maneuver up to and exit the compactor site. Recommendation Based on the foregoing analyses, Staff recommends approval of the site plan with the following stipulations: 1. Documentation of the location and layout of the existing 71 spaces should be provided. 2. The Applicant provides an explanation of why the drive aisle providing access to the trash compaction site is only 20 feet wide and how the trash collection truck will maneuver into position to collect the trash and exit the site. 3. The contiguous parking spaces in the center parking aisle are reconfigured such that there are no more than 12 contiguous spaces in the center parking aisle. Submitted by: Wm. F. Brisson, AICP Planning Consultant March 12, 2015 TRC Hearing date: March 19, 2015 Serving Florida Local Governments Since 1988 5 Staff Report Site Plan Review Applicant: Seniors "R" Able, Inc. Petition No.: 15- 001 -TRC FUTURE LAND USE MAP Subject Property and Environs • • MI I S. • isin COMPREHENSIVE PLAN LANt1 USE j SINGLE • FAMILY - MULTI • FAMILY - COMMERCIAL - INDusTRIAL PUBLIC FACILITIES RESIDENTIAL MIXED USE. Srn in Florida Local Governments Since 1988 6 Staff Report Site Plan Review Applicant: Seniors "R" Able, Inc. Petition No.: 15-001-TRC ZONING MAP Subject Property and Environs MU 1 ZONING • 111.0t ni }It AVY CCA1110 +=tit r -"nem ,CS, • WOUS,R... .LE4 - FUGLIC &ILTI ES =L2 AWLS DLDSI al RIC CIEN1'11A. OLTKAUILV 44•1- ICENTIAL 14I!LE .0W2 • •■.r:=.:.:£.4 I Ai. :4,1114:1 Serving rick Local Governments Since 1988 7 Staff Report Site Plan Review Applicant: Seniors "R" Able, Inc. Petition No.: 15-001-TRC AERIAL PHOTOGRAPH SHOWING EXISTING LAND USES Subject Property and Environs tkeechobei Medica! Park Serving F rida Local Governments Since 1988 8 CITY OF OIEECIIOBEE Application for Site Plan Review Page 1 of 3 Rev. 10/14 .0°01(k. c�_ (; �jQ = ttr' rp. ` 6 y i r .rte„; O v. City of Okeechobee General Services Department 55 S.E.3`d Avenue, Room 101 Okeechobee, Florida 34974 Phone: (863) 763 -3372, ext. 218 Fax: (863) 763 -1686 E -mail: pburnette(acitvofokeechobce.com Date Received a 311' Application No. 5-Q0o1 _�C..� Fee Paid: am l i ' ,. (oLR•oa Receipt No. q �g��� t « f` �� Hearing Date: q..15 :' ��� ms`s'. " ;a�� earell APPLICANT INFORMATION 1 Name of propertyowner(s): IGL&S . C3f UT \Si 1, `_A COSEC10, ,INC, 2 Owner mailing address: 110 NE 1411 STI er s o WeethicA,ee) FL, PA-11-3400 3 Name of applicant(s) if other than owner: 4 Applicant mailing address: 5 Name of contact person (state relationship): Toe \ Pure, . `Pabkbr 6 Contact person daytime phone(s): 111'31A/%"' \181 7 Engineer: Name, address and phone number: pis M U SS EN A Gl4 ee R 1 N G LLC. 1 a S m U, 5$&7 6 'e /I Loris C, I�sMUSSEnt P,n,i3dx Vitt?" ' ma oKeec\4oVee fL1 54113- 1�4$ 8 63 .163 -$ Sy-(, 3 Surveyor: Name, address and phone number: TRADIyWi1�l DS sUQvtjUP.S 140 SW 3rd txveiNue. 1iN'Anti reauy, OKeed.%(Awe, t:- L. 3ocg1Lr 263-163-U81 PROPERTY and PROJECT INFORMATION 9 Property address /directions to property: \ 00Z S W 4"1 STYQ th 'D outt‘ a. Sus �}J S �", '�a 'd, e, ht, V�h 3 Sus VP% t�ve On east j s w " A►ve 011 w es C 4 %5 c ∎41 it SouNt -, 10 Parcel Identification Number 3 -• 3,, - 3°t Q $ . ° t vi 0_ D 0040_00%0 11 Current Future Land Use designation: S 1 ng1 e t- a nn�iy S 12 Current Zoning district: n SICI i t'�CItiapp 141 FaMt3 Ong RsF 13 Describe the project including all proposed us s, type of co truction and conceptual building layout, how the business or use is expected to operate on the site, including but not limited to: number of employees expected; hours of operation; location, extent and type of any outdoor storage or sales, etc., and fire flow layout. Use additional page if necessary. .1 �llat-1t‘a ko km ui‘l`•1 .1 c'-'s Q. 6".' �C�t,. -uts ?Tclio64a ,5 *� �o!'w tObi ry 1 aSLoe%0.�e Vo•N`< Ns 11.4) O.k- ev' Nstif44(9, arV'F'evAx a acceSS fro ta SW 1��hP..v . IwA sw44.'Irveet. 14 Describe existing improvements on property (for example, the number and type of buildings, dwelling units, occupied or vacant, etc.). Use,additional page if necessary. No �.` \S\" g ac'\`‘` "'s kl's re"AN j 0.Xcnpt 04 nut er 0I- Wile 5, 15 Total land area in square feet (if less than two acres): , \tCj °(1 W. or acres: \ 4 6 y, etc 1. 03 y' 16 Is proposed use different from existing or prior use ( V Yes) ( No Rev. 10/14 CITY OF OKEECHOBEE Application for Site Plan Review Page 2of3 V Number and description of phases: 17 Me pAtct5.e. 21 18 Source of potable water: p tJUts, (4,4„A„ itrie, t1e1,.% A 5W iiitsS‘Ys ) 19 Method ofsewage disposal: S 0.X11t0,,+/4 UMW \,y 0 NQVi \:'(Wil Qµyd V For questions relating to this application packet, call the General Services Dept. at (863) - 763 -3372, Ext. 218 Rev. 10/14 ATTACHMENTS REQUIRED FOR ALL APPLICATIONS .: 20 Applicant's statement of interest in property p()t(S 21 One (1) copy of last recorded warranty deed 22 Notarized letter of consent from property owner (if applicant is different from property owner) 23 )'hree (3) sealed boundary and topographic, "as is" surveys of the property involved including: "a. Certified boundary survey, date of survey, surveyor's naive, address and phone number b. Legal description of site and parcel number c. Computation of total acreage to nearest tenth of an acre 24 Two (2) sets of aerials of the site. 25 Eleven (11) copies of sealed site plan drawings (see attached checklist for details of items to be included) ' 26 Eleven (11) copies of drawing indicating facades for all buildings, including architectural elevations. 27 Eleven (l I) copies of landscape plan, including a separate table indicating the number of trees and shrubs by type and showing both the official and common name of each type of tree and shrub. 23 Three (3) copies of sealed drainage calculations 29 Attach a Traffic Impact Study prepared by a professional transportation planner or transportation engineer, if the rezoning or proposed use will generate 100 or more peak hour vehicle trip ends using the trip generation factors for the most similar use as contained in the Institute of Transportation Engineers most recent edition of Trip Generation. The TIA must identify the number of net new external trips, pass -bay calculations, internal capture calculations, a.m. and p.m. peak hour trips and level of service on all adjacent roadway links with and without the project. 30 Nonrefundable application fee: $1,000.00 plus $30.00 per acre. NOTE: Resolution No. 98 -11 Schedule of Land Development Regulation Fees and Charges — When the cost for advertising, publishing and mailing notices of public hearings exceeds the established fee, or when a professional consultant is hired to advise the City on the application, the applicant shall pay the actual costs. NOTE: Submissions will be reviewed by the General Services Coordinator and City Planner for all necessary documentation. The Applicant will be notified at least 10 days prior to the TRC meeting whether or not additional information is required to proceed or if the review will be rescheduled to the next TRC meeting. Confirmation of Information Accuracy I hereby certify that the information in this application is correct. The information included in this application is for use by the City of Okeechobee in processing my request. False or misleading information may be punishable by a fine of up to ,:) i 0.00 •• d imprisonment of up to 30 days and may result in the summary denial of this application. A I t L or 55 C. hSA4USSen 3 -3 -DI \ . S :nature Printed Name Date For questions relating to this application packet, call the General Services Dept. at (863) - 763 -3372, Ext. 218 Rev. 10/14 CITY OF OICEECHOBEE Application for Site Plan Review City of Okeechobee Checklist for Site Plan Review Page 3 of 3 Rev. 10/14 REQUIIZED INFORMATION 1 Completed application (1) 2 Map showing location of site (may be on the cover sheet of site plan) 3 Eleven (11) copies of sealed site plan drawings prepared at a scale no stnaller than one inch equals 60 feet, or in the case of small projects, the largest scale that can accommodate the entire site and all areas within 50 feet of the project boundary, and the scale, legend, and author block all on one 24" by 36" sheet. The site plan drawings shall include the location of all existing and proposed improvements, including, but not limited to: 3.1 Water courses, water bodies, floodplains, wetlands, important natural features and wildlife areas, soil types, protected trees and vegetation or environmentally sensitive areas 3.2 Streets, sidewalks, property lines and rights -of -way 3.3 Utility lines /facilities, fire hydrants, septic tanks and drainfields 3.4 Bridges, culverts and stormwater management facilities 3.5. Buildings and structures and their distances from boundaries of the property, streets, and other structures 3.6 Setback lines and required yards 3.7 Ingress and egress to the site and buildings 3.8 Vehicular use areas including off - street parking and loading areas 3.9 On -site recreation and open space 3.10 Landscaping, screens, buffers, walls, and fences, 3.11 Method of solid waste collection and locations of and access to dumpsters 3.12 Lighting and signs 4 Drawing notes and tabulations showing the following information shall be included along with the plan: 4.1 Name, address and phone number of owner 4.2 Name, address and phone number of any agent, architect, engineer and planner 4.3 Compete legal description of the property 4.4 Future land use designation, current zoning and existing land use of the property and all abutting properties 4.5 Total acreage of the property (square footage if less than two acres) 4.6 Total # of dwelling units, by bedroom size; square footage of nonresidential uses by type of use (and/or seating, etc. as necessary to indicate the intensity) 4.7 Number of off-street parking spaces provided (including handicapped spaces) and loading spaces and the calculation of, and basis for, the number of such spaces required by the Land Development Regulations 4.8 Impervious surface calculations showing: the square footage and as a % of the total site for existing impervious surfaces, additional proposed impervious surfaces and the resulting proposed total impervious surfaces Rev. 10/14 Inglesia Bautista La Cosecha 210 NE 7th Street Okeechobee, FL. 34972 -2600 03 February 2015 City of Okeechobee, Florida, To Whom It May Concern: Inglesia Bautista La Cosecha is the sole owner of the subject property (Lots 1 -10, Block 9, SOUTHWEST ADDITION TO OKECHOBEE, according to the plat thereof as recorded in Plat Book 2, Page 7 of the Public Records of Okeechobee County, Florida). Ownership documentation will be included in the Site Plan Review package for the 1.46 acre property. Inglesia Bautista La Cosecha hereby grants authorization to Asmussen Engineering, LLC (Loris C. Asmussen, P.E.) to serve as our agent in pursuit of City approval of the Site Plan application package. We understand the application package is to be submitted February 3, 2015 and therefore, scheduled for the March meeting. The property address is 1007 SW 4th Street. The site is presently undeveloped and we proposed a 60' x 100' building (facing NW 11th Avenue) to be utilized as a church and associated infrastructure. Please coordinate with our engineer to complete this effort. Sincerely, cS Pastor Inglesia Bautista La Cosecha C: Asmussen Engineering, LLC — Loris C. Asmussen, P.E. February 3, 2015 Asmussen Engineering LLC. Engineering & Environmental Services P.O. Box 1998. Okeechobee, FL. 34973 -1998 Office: (863) 763 -8546 Fax: (863) 467 -8560 Brian Whitehall — City Administrator 55 SE 3rd Avenue Okeechobee, FL. 34974 SUBJECT: IGLESIA BAUTISTA LA COSECHA OKEECHOBEE COUNTY, SECTION 21//T37S/R35E Dear Mr. Whitehall: Enclosed is an application (with supporting information) for a proposed church (and associated infrastructure) on 1.64 -acres of undeveloped property in the City (refer to Sheet 1 of 5 of the Engineering Plans). The site address is 1007 SW 4th Street. The applicant proposes construction of a 60' x 100' metal building with the following: driveway access east from SW 11th Avenue and south from SW 4th Street; parking, including three (3) paved handicap spaces; dry retention (to meet established water quantity and quality requirements); landscaping and; signage and striping. Drives, described above, provide access to the front of the building. An additional north access, further east on SW 4th Street (existing east access) will be improved and provide access to grassed parking (east of the building). We propose relocation of the west drive (along SW 4th Street) to provide access to the front of the building. We propose removal of the east access from SW 10th Avenue. We propose reconstruction of swales at these locations. Handicap parking is proposed south of the building, as paved parking. All other parking is grassed and will have a minimum elevation of 30.5' NGVD. The minimum finished floor elevation is 31.0' NGVD. The site is well - drained and suited to total onsite retention. Retention was sized to meet water quality requirements and to allow containment of the design stage (25 year — 3 day storm) using a perimeter berm (top elevation 30.5' NGVD). The site has sufficient trees to preclude the need for additional tree plantings. However, shrubs are proposed to meet landscaping requirements Please contact us with questions or to schedule a site inspection prior to the Site Plan meeting. Sincerely, kim aittif4 Loris C. Asmussen, P.E. Proprietor Enclosures — Application Package/ Fee (to be remitted by owner) C: Iglesia Bautista La Cosecha, Inc./ Iglesia Bautista La Cosecha File/ K- Builders — Ted Kelchner Prepared by and return to: Patricia A. Ragon Clear Title & Legal Services 200 NW 5th Street Okeechobee, FL 34972 863 -824 -6776 File Number: 1979 -14 Parcel Identification No. 3- 21- 37 -35- 0170 - 00090 -0010 1111111111111111111111111111111111111111 OR BK�7 � 4 51PG164138 SHARON ROBERTSON, CLERK OF CIRCUIT COURT OKEECHOBEE COUNTY, FLORIDA RECORDED 10/07/2014 02:58:10 P11 ANT $40,000.00 RECORDING FEES $18.50 DEED DOC $280.00 RECORDED BY G llewbourn P95 1641 — 16421 (2 pss) [Space Above This Line For Recording Data] This In Colorad COSEC County Witnes good and has grant situate, Lying and tore ade this 3rd y of venue tuart, FL 3.5' 94 of IN , a Florida co "�� rati Okee . "obee, State of Flo'' th tha ' id granto uable co ed, ained, an Warranty Deed (STATUTORY FORM - SECTION 689.02. F.S.) tober, 2014 between Seacoast National Bank whose post office address is 815 County of Martin, State of Florida, grantor *, and IGLESIA BAUTISTA LA whose post office address is 210 NE 7th Street, Okeechobee, FL 34972 of the keec h Lots 1 -10, Block 9, SO as recorded in Plat Boo n coast o a gran t i ; " e said ee Co t of TEN AND NO /100 DOLLARS (510.00) and other grantee, the receipt whereof is hereby acknowledged, irs and assigns forever, the following described land, n hand pat ntee, and gr• ty, Florida. to- ecor . f Ok t chobee ording to the plat thereof ounty, Florida. Subject to; covenants, co any. ents, n ervatio� ,.. d limi ons of record, if . and said grantor does hereby fully warrant the title to said Ian persons whomsoever. * "Grantor" and "Grantee" are u In Witness Whereof, grantor has hereunto set gra defend the st 1 u1 claims of all r singular d year q; ` t above itten. DoubleTime* Book751 /Page1641 CFN #2014009138 Page 1 of 2 Signed, sealed and delivered in our presence: Seacoas ! alai f al Bank By Tnna - soms State of County= The for Nationa identifica nd day of October, 2014 by Trina Sessoms of Seacoast ly known to me or [X] has produced a driver's license as [Notary Seal] Warranty Deed (Statutory Form) - Page 2 DoubleTlmee Book751 /Page1642 CFN #2014009138 Page 2 of 2 1_1 N \\ 2,7 . , ,.,. „,,„,../ ,,...,„„, \ -1 -2... . ''';'''',At .:\ ,- \ \ i, (7, L 1,‘, , rA ': f •, 1. ... io r 1 r.''\ \y \ J '.,_,, 6 , ' .• A, „. \ „.. :„... ll \,. ?„----i I NA,. ,. „.. \ -, t , , , 0Y1S 'NO 1 . i r., 1 4..1 , ' f'. .1 C'y k , •l=t,D \ • • y- NA 1 0 t t I 1 C` • N ) v IA a/kw/y-2 ,c1 bl& NN . 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(‘. fay" 3 •3•d 'ue1111nwvtr •O epol •010z epo0 6uipiing PpN013 Wl Puy OI 3O9V Milm owellduwoo ui eq 01 li puno3 Puy uP1d 11141 pemelne., envy 1 iv41 fillluez figeJe4 1 4£19Zw N0117ZILIOti1117 30 3l's7OI4112i37 i au • •jlk 1 I l li uP ®.939911 W eP 1:11 P W-3 0958-L917-£98'X1? 9458-£9L-£98'81.404d Jesu'E a 6unin9ua7 111oej'ou,sh E6905 J39Wt1N 39N3011 blaNIVN3 7VNO1993d0Nd 17Q18101d 077 'VNl133N/9N3 N39517/ -.I'Y SIOZ 'to fi- vn.lge4 iLVa #oNIMVaa GWVN a�o-tine 7H0390 '711 b'19I1i1V9 NOISSIW 'r>13W0isn� „0-,09 m „st9 -,9 b1. 0- ,09 o-,LI „0-,LI 0-,171 Patty Burnette From: Patty Burnette <pburnette @cityofokeechobee.com> Sent: Friday, March 13, 2015 11:17 AM To: sdobbs @stevedobbsengineering.com; Jennifer L. Williamson (JLW @crarybuchanan.com) Subject: TRC Meeting for March 19, 2015 Attachments: 15 -001 -TRC Seniors R Able.pdf; TRC Agenda 031915.pdf Good Morning. Please be advised that the Technical Review Committee of the City of Okeechobee will be reviewing the Site Plan for Seniors R Able, Inc., Application No. 15- 001 -TRC for the construction of a parking lot for an existing nursing home facility on Thursday, March 19, 2015 at 10:00 a.m. in the City Council Chambers. A copy of the Technical Review Committee Agenda is attached, along with a copy of the Staff Report. If you have any questions, please just let me know. Thank you, Patty Patty M Burnette general Services Coordinator City of Okeechobee 55 Southeast 3rd Avenue Okeechobee, EL 34974 'et 8 63- 763-3372 ext. 218 Tax: 863 -763 -1686 e -rnaik phurnette @cityofokeechobee.com website: www.cityofokeecliobee.com NOTICE: Due to Florida's broad public record laws, this email may be subject to public disclosure. Patty Burnette From: Patty Burnette <pburnette @cityofokeechobee.com> Sent: Wednesday, May 20, 2015 2:41 PM To: sdobbs @stevedobbsengineering.com; Jennifer L. Williamson (JLW @crarybuchanan.com) Subject: Site Plan Review approval March 19, 2015 Attachments: TRC 031915 Minutes.pdf Hi Steve and Jennifer. am finally getting this information out to you both for your records. Application No. 15- 001 -TRC final site plan review for Seniors R Able, Inc. for the parking lot improvements was approved with the following contingencies: 1. The applicant provides an explanation of why the drive aisle providing access to the trash compaction site is only 20 feet wide and how the trash collection truck will maneuver into position to collect the trash and exit the site. 2. The contiguous parking spaces in the center parking aisle are configured such that there are no more than 12 contiguous spaces in the center parking aisle. A copy of the TRC minutes are attached. Thank you, Patty g kZ7 -pe { Patty M. Burnette Genera /Services Coordinator City of Okeechobee 55 Southeast 3rd Avenue Okeechobee, PI 34974 Ted 863 - 763 -3372 ext. 218 ''ax: 863 -763 -1686 1 Patty Burnette From: Steven L. Dobbs, P. E. < sdobbs @stevedobbsengineering.com> Sent: Tuesday, February 17, 2015 4:15 PM To: 'Jennifer L. Williamson'; 'Brian, Whitehall,'; 'Patty Burnette'; 'Brisson, Bill' Cc: 'Faye A. Haverlock'; 'Holly Everett' Subject: Seniors R Able SFWMD Permit Attachments: 150122- 10_Permit_20150217.pdf All, Attached is the permit from the SFWMD for the Okeechobee Nursing Home parking lot. The parking lot is a construction permit and the remainder of the facility is an operational permit simply documenting what was there. Please do not hesitate to call with any questions. S LVaa . Steven L. bobbs Engineer g, OFFICE: 110 NW 5Ti' Street Okeechobee, FL 34972 MAILING: 1062 Jokes Way Okeechobee, FL 34974 Phone. 863-324-764,1, Cell: 863- 634-0194 sdobbs ®stevedobbsengineering.com ***** **** * * * **** ** ***** ***** * ** * **** This e-mail and any files transmitted with it are proprietary and intended solely for the use of the individual or entity to whom they are addressed. If you have received this e-mail in error please notify the sender. Please note that any views or opinions presented in this e-mail are solely those of the author and do not necessarily represent those of Steven L. Dobbs Engineering, LLC. The recipient should check this e-mail and any attachments for the presence of viruses. SLD Engineering accepts no liability for any damage caused by any virus transmitted by this e-mail. ***** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 1 SOUTH FLORIDA WATER MANAGEMENT DISTRICT ENVIRONMENTAL RESOURCE PERMIT NO. 47- 01180 -P DATE ISSUED:February 17, 2015 PERMITTEE: SENIORS R ABLE INC P 0 BOX 759 OKEECHOBEE, FL 34973 LIFESTYLES & HEALTHCARE LTD P 0 BOX 759 OKEECHOBEE, FL 34973 PROJECT DESCRIPTION: Construction and operation of a 1.53 -acre project within a 5.94 -acre area known as Okeechobee Health Care Facility. OKEECHOBEE COUNTY, SEC 9 TWP 37S RGE 35E PROJECT LOCATION: PERMIT See Special Condition No:1 DURATION: This is to notify you of the District's agency action for Permit Application No. 150122 -10, dated January 22, 2015. This action is taken pursuant to the provisions of Chapter 373, Part IV, Florida Statues (F.S). Based on the information provided, District rules have been adhered to and an Environmental Resource Permit is in effect for this project subject to: 1. Not receiving a filed request for a Chapter 120, Florida Statutes, administrative hearing. 2. the attached 18 General Conditions (See Pages : 2 - 4 of 5), 3. the attached 9 Special Conditions (See Pages : 5 - 5 of 5) and 4. the attached 2 Exhibit(s) Should you object to these conditions, please refer to the attached "Notice of Rights" which addresses the procedures to be followed if you desire a public hearing or other review of the proposed agency action. Please contact this office if you have any questions concerning this matter. If we do not hear from you in accordance with the "Notice of Rights," we will assume that you concur with the Districts action. CERTIFICATE OF SERVICE I HEREBY CERTIFY THAT this written notice has been mailed or electronically transmitted to the Permittee (and the persons listed in the attached distribution list) this 17th day of February, 2015, in accordance with Section 120.60(3), F.S. Notice was also electronically posted on this date through a link on the home page of the Distr i site (r sfwrpy>.gov /ePermitting). BY: Anita R. Bain Bureau Chief - Environmental Resource Permitting Okeechobee Service Center Page 1 of 5 Application No.: 150122 -10 Page 2 of 5 GENERAL CONDITIONS All activities shall be implemented following the plans, specifications and performance criteria approved by this permit. Any deviations must be authorized in a permit modification in accordance with Rule 62- 330.315, F.A.C. Any deviations that are not so authorized shall subject the permittee to enforcement action and revocation of the permit under Chapter 373, F.S. (2012). 2. A complete copy of this permit shall be kept at the work site of the permitted activity during the construction phase, and shall be available for review at the work site upon request by the Agency staff. The permittee shall require the contractor to review the complete permit prior to beginning construction. 3. Activities shall be conducted in a manner that does not cause or contribute to violations of state water quality standards. Performance -based erosion and sediment control best management practices shall be installed immediately prior to, and be maintained during and after construction as needed, to prevent adverse impacts to the water resources and adjacent lands. Such practices shall be in accordance with the "State of Florida Erosion and Sediment Control Designer and Reviewer Manual" (Florida Department of Environmental Protection and Florida Department of Transportation June 2007), and the "Florida Stormwater Erosion and Sedimentation Control Inspector's Manual" (Florida Department of Environmental Protection, Nonpoint Source Management Section, Tallahassee, Florida, July 2008), unless a project - specific erosion and sediment control plan is approved or other water quality control measures are required as part of the permit. 4. At least 48 hours prior to beginning the authorized activities, the permittee shall submit to the Agency a fully executed Form 62- 330.350(1), "Construction Commencement Notice" indicating the expected start and completion dates. If available, an Agency website that fulfills this notification requirement may be used in lieu of the form. 5. Unless the permit is transferred under Rule 62- 330.340, F.A.C., or transferred to an operating entity under Rule 62- 330.310, F.A.C., the permittee is liable to comply with the plans, terms and conditions of the permit for the life of the project or activity. 6. Within 30 days after completing construction of the entire project, or any independent portion of the project, the permittee shall provide the following to the Agency, as applicable: a. For an individual, private single - family residential dwelling unit, duplex, triplex, or quadruplex- "Construction Completion and Inspection Certification for Activities Associated With a Private Single - Family Dwelling Unit "[Form 62- 330.310(3)]; or b. For all other activities- "As -Built Certification and Request for Conversion to Operational Phase" [Form 62- 330.310(1)]. c. If available, an Agency website that fulfills this certification requirement may be used in lieu of the form. 7. If the final operation and maintenance entity is a third party: a. Prior to sales of any lot or unit served by the activity and within one year of permit issuance, or within 30 days of as- built certification, whichever comes first, the permittee shall submit, as applicable, a copy of the operation and maintenance documents (see sections 12.3 thru 12.3.3 of Applicant's Handbook Volume I) as filed with the Department of State, Division of Corporations and a copy of any easement, plat, or deed restriction needed to operate or maintain the project, as recorded with the Clerk of the Court in the County in which the activity is located. b. Within 30 days of submittal of the as- built certification, the permittee shall submit "Request for Transfer of Environmental Resource Permit to the Perpetual Operation Entity" [Form 62- 330.310(2)] to transfer the permit to the operation and maintenance entity, along with the documentation requested in the form. If available, an Agency website that fulfills this transfer requirement may be used in lieu of the form. 8. The permittee shall notify the Agency in writing of changes required by any other regulatory agency that Application No.: 150122 -10 Page 3 of 5 GENERAL CONDITIONS require changes to the permitted activity, and any required modification of this permit must be obtained prior to implementing the changes. 9. This permit does not: a. Convey to the permittee any property rights or privileges, or any other rights or privileges other than those specified herein or in Chapter 62 -330, F.A.C.; b. Convey to the permittee or create in the permittee any interest in real property; c. Relieve the permittee from the need to obtain and comply with any other required federal, state, and local authorization, law, rule, or ordinance; or d. Authorize any entrance upon or work on property that is not owned, held in easement, or controlled by the permittee. 10. Prior to conducting any activities on state -owned submerged lands or other lands of the state, title to which is vested in the Board of Trustees of the Internal Improvement Trust Fund, the permittee must receive all necessary approvals and authorizations under Chapters 253 and 258, F.S. Written authorization that requires formal execution by the Board of Trustees of the Internal Improvement Trust Fund shall not be considered received until it has been fully executed. The permittee shall hold and save the Agency harmless from any and all damages, claims, or liabilities that may arise by reason of the construction, alteration, operation, maintenance, removal, abandonment or use of any project authorized by the permit. 12. The permittee shall notify the Agency in writing: a. Immediately if any previously submitted information is discovered to be inaccurate; and b. Within 30 days of any conveyance or division of ownership or control of the property or the system, other than conveyance via a long -term lease, and the new owner shall request transfer of the permit in accordance with Rule 62- 330.340, F.A.C. This does not apply to the sale of lots or units in residential or commercial subdivisions or condominiums where the stormwater management system has been completed and converted to the operation phase. 13. Upon reasonable notice to the permittee, Agency staff with proper identification shall have permission to enter, inspect, sample and test the project or activities to ensure conformity with the plans and specifications authorized in the permit. 14. If any prehistoric or historic artifacts, such as pottery or ceramics, stone tools or metal implements, dugout canoes, or any other physical remains that could be associated with Native American cultures, or early colonial or American settlement are encountered at any time within the project site area, work involving subsurface disturbance in the immediate vicinity of such discoveries shall cease. The permittee or other designee shall contact the Florida Department of State, Division of Historical Resources, Compliance and Review Section, at (850) 245 -6333 or (800) 847 -7278, as well as the appropriate permitting agency office. Such subsurface work shall not resume without verbal or written authorization from the Division of Historical Resources. If unmarked human remains are encountered, all work shall stop immediately and notification shall be provided in accordance with Section 872.05, F.S. 15. Any delineation of the extent of a wetland or other surface water submitted as part of the permit application, including plans or other supporting documentation, shall not be considered binding unless a specific condition of this permit or a formal determination under Rule 62- 330.201, F.A.C., provides otherwise. 11. 16. The permittee shall provide routine maintenance of all components of the stormwater management system to remove trapped sediments and debris. Removed materials shall be disposed of in a landfill or other Application No.: 150122 -10 Page 4 of 5 GENERAL CONDITIONS uplands in a manner that does not require a permit under Chapter 62 -330, F.A.C., or cause violations of state water quality standards. 17. This permit is issued based on the applicant's submitted information that reasonably demonstrates that adverse water resource - related impacts will not be caused by the completed permit activity. If any adverse impacts result, the Agency will require the permittee to eliminate the cause, obtain any necessary permit modification, and take any necessary corrective actions to resolve the adverse impacts. 18. A Recorded Notice of Environmental Resource Permit may be recorded in the county public records in accordance with Rule 62- 330.090(7), F.A.C. Such notice is not an encumbrance upon the property. Application No.: 150122 -10 Page 5 of 5 SPECIAL CONDITIONS 1. The construction phase of this permit shall expire on February 17, 2020. 2. Operation of the stormwater management system shall be the responsibility of the permittees. 3. Discharge Facilities: 1 -3" dia. CIRCULAR ORIFICE with invert at elev. 17' NGVD 29. 228 LF of 1.5' dia. HIGH DENSITY POLYETHYLENE culvert. 1 -40" W X 52" L drop inlet with crest at elev. 20.5' NGVD 29. Receiving body : Airport Ditch Control elev : 17 feet NGVD 29. 4. A stable, permanent and accessible elevation reference shall be established on or within one hundred (100) feet of all permitted discharge structures no later than the submission of the certification report. The location of the elevation reference must be noted on or with the certification report. 5. Minimum parking lot elevation: Basin: Basin 1 - 20.50 feet NGVD 29. 6. This permit supersedes District Exemption Number 164 -88. 7. Prior to modification of facilities within the permitted drainage basins, a permit modification will be required. Plans and calculations shall be submitted to demonstrate compliance with the current rules and regulations. 8. Silt screens, hay or synthetic bales, turbidity screens /barriers or other such sediment control measures shall be utilized during construction. The selected sediment control measures shall be installed prior to the commencement of construction in accordance with Exhibit No. 2.1 and shall remain in place until all adjacent construction is completed. All areas shall be stabilized and vegetated immediately after construction to prevent erosion into the surface waters. 9. No construction dewatering is proposed. However, if in the future, the permittee determines that dewatering is required, an application for dewatering authorization must be submitted to the District and approved prior to the dewatering being conducted. NOTICE OF RIGHTS As required by Sections 120.569(1), and 120.60(3), Fla. Stat., the following is notice of the opportunities which may be available for administrative hearing or judicial review when the substantial interests of a party are determined by an agency. Please note that this Notice of Rights is not intended to provide legal advice. Not all the legal proceedings detailed below may be an applicable or appropriate remedy. You may wish to consult an attorney regarding your legal rights. RIGHT TO REQUEST ADMINISTRATIVE HEARING A person whose substantial interests are or may be affected by the South Florida Water Management District's (SFWMD or District) action has the right to request an administrative hearing on that action pursuant to Sections 120.569 and 120.57, Fla. Stat. Persons seeking a hearing on a SFWMD decision which does or may affect their substantial interests shall file a petition for hearing with the District Clerk within 21 days of receipt of written notice of the decision, unless one of the following shorter time periods apply: 1) within 14 days of the notice of consolidated intent to grant or deny concurrently reviewed applications for environmental resource permits and use of sovereign submerged lands pursuant to Section 373.427, Fla. Stat.; or 2) within 14 days of service of an Administrative Order pursuant to Subsection 373.119(1), Fla. Stat. "Receipt of written notice of agency decision" means receipt of either written notice through mail, electronic mail, 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 who receives written notice of a SFWMD decision and fails to file a written request for hearing within the timeframe described above waives the right to request a hearing on that decision. Filing Instructions The Petition must be filed with the Office of the District Clerk of the SFWMD. Filings with the District Clerk may be made by mail, hand-delivery, or e-mail. Filings by facsimile will not be accepted after October 1, 2014. A petition for administrative hearing or other document is deemed filed upon receipt during normal business hours by the District Clerk at SFWMD headquarters in West Palm Beach, Florida. Any document received by the office of the District Clerk after 5:00 p.m. shall be filed as of 8:00 a.m. on the next regular business day. Additional filing instructions are as follows: • Filings by mail must be addressed to the Office of the District Clerk, P.O. Box 24680, West Palm Beach, Florida 33416. • Filings by hand-delivery must be delivered to the Office of the District Clerk. Delivery of a petition to the SFWMD's security desk does not constitute filing. To ensure proper filing, it will be necessary to request the SFWMD's security officer to contact the Clerk's office. An employee of the SFWMD's Clerk's office will receive and file the petition. • Filings by e-mail must be transmitted to the District Clerk's Office at clerk0,sfwmd.qov. The filing date for a document transmitted by electronic mail shall be the date the District Clerk receives the complete document. A party who files a document by e-mail shall (1) represent that the original physically signed document will 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 document may not be properly filed. Rea5101/14 1 Initiation of an Administrative Hearing Pursuant to Rules 28- 106.201 and 28- 106.301, Fla. Admin. Code, initiation of an administrative hearing shall be made by written petition to the SFWMD in legible form and on 8 and 1/2 by 11 inch white paper. All petitions shall contain: 1. Identification of the action being contested, including the permit number, application number, SFWMD file number or any other SFWMD identification number, if known. 2. The name, address and telephone number of the petitioner and petitioner's representative, if any. 3. An explanation of how the petitioner's substantial interests will be affected by the agency decision. 4. A statement of when and how the petitioner received notice of the SFWMD's decision. 5. A statement of all disputed issues of material fact. If there are none, the petition must so indicate. 6. A concise statement of the ultimate facts alleged, including the specific facts the petitioner contends warrant reversal or modification of the SFWMD's proposed action. 7. A statement of the specific rules or statutes the petitioner contends require reversal or modification of the SFWMD's proposed action. 8. If disputed issues of material fact exist, the statement must also include an explanation of how the alleged facts relate to the specific rules or statutes. 9. A statement of the relief sought by the petitioner, stating precisely the action the petitioner wishes the SFWMD to take with respect to the SFWMD's proposed action. A person may file a request for an extension of time for filing a petition. The SFWMD may, for good cause, grant the request. Requests for extension of time must be filed with the SFWMD prior to the deadline for filing a petition for hearing. Such requests for extension shall contain a certificate that the moving party has consulted with all other parties concerning the extension and that the SFWMD and any other parties agree to or oppose the extension. A timely request for extension of time shall toll the running of the time period for filing a petition until the request is acted upon. If the SFWMD takes action with substantially different impacts on water resources from the notice of intended agency decision, the persons who may be substantially affected shall have an additional point of entry pursuant to Rule 28- 106.111, Fla. Admin. Code, unless otherwise provided by law. Mediation The procedures for pursuing mediation are set forth in Section 120.573, Fla. Stat., and Rules 28- 106.111 and 28- 106.401 -.405, Fla. Admin. Code. The SFWMD is not proposing mediation for this agency action under Section 120.573, Fla. Stat., at this time. RIGHT TO SEEK JUDICIAL REVIEW Pursuant to Sections 120.60(3) and 120.68, Fla. Stat., a party who is adversely affected by final SFWMD action may seek judicial review of the SFWMD's final decision by filing a notice of appeal pursuant to Florida Rule of Appellate Procedure 9.110 in the Fourth District Court of Appeal or in the appellate district where a party resides and filing a second copy of the notice with the District Clerk within 30 days of rendering of the final SFWMD action. Rev.05 /01 /14 2 erp_staff_report. rdf Last Date For Agency Action: March 23, 2015 INDIVIDUAL ENVIRONMENTAL RESOURCE PERMIT STAFF REPORT Project Name: Okeechobee Health Care Facility Permit No.: 47- 01180 -P Application No.: 150122 -10 Application Type: Environmental Resource (New Construction /Operation) Location: Okeechobee County, S9/T37S /R35E Permittee : Seniors R Able Inc Lifestyles & Healthcare Ltd Operating Entity : Seniors R Able Inc Lifestyles & Healthcare Ltd Project Area: 1.53 acres Permit Area: 5.94 acres Project Land Use: Institutional Drainage Basin: S -133 Receiving Body: Airport (aka City Limits) Ditch Class: CLASS III Special Drainage District: NA Conservation Easement To District : No Sovereign Submerged Lands: No PROJECT PURPOSE: This application is a request for an Environmental Resource Permit to authorize construction and operation of a project that includes a stormwater management system serving 1.53 acres, located within 5.94 acres of institutional development. App.no. 150122 -10 Page 1 of 7 erp_staff_report.rdf PROJECT EVALUATION: PROJECT SITE DESCRIPTION: The site is located within the South Florida Water Management District's (SFWMD's) S -133 Basin, in Section 9, Township 37 South, Range 35 East, Okeechobee County. The site is located within the City of Okeechobee, adjacent to US 441, approximately one mile north of the intersection of US 441 and State Road 70. Please refer to Exhibits 1.1 and 1.2 for general and detailed location maps, respectively. There are water management facilities within the project area. The site contains the Okeechobee Health Care Facility, consisting of four, single -story buildings, interconnected by walkways, and associated parking areas. The western portion of the site, adjacent to US 441 is vacant, and sometimes used for overflow parking. There are two existing culverts along the southern site boundary that discharge to the adjacent Airport (aka City Limits) Ditch. The site is bordered to the west by US 441, to the north by Raulerson Hospital facilities and the private driveway providing access from US 441 to these facilities, the east by vacant land and Taylor Creek, and the south by the Airport Ditch. The Airport Ditch connects to Taylor Creek approximately 0.20 miles east of the site. BACKGROUND: Exemption No. 164 -88 was issued by the District on September 26, 1988, in response to Request 09158 -4 received September 15, 1988. The request was for expansion of the Okeechobee Health Care Facility, described as a 3.17 -acre project, consisting of 0.75 acres impervious area, with a proposed Finished Floor Elevation (FFE) of 25 feet NGVD. The plans provided with the exemption show three existing buildings, with the proposed addition of a fourth building. The proposed exfiltration trench, discharging to the Airport Ditch, would provide water quality treatment and stormwater attenuation for the building expansion. The District did not analyze the surface water management system, in light of the certification to conditions listed on the exemption request. PROPOSED PROJECT: Authorization is requested for the construction and operation of a stormwater management system to serve the proposed project, consisting of a 74 -car parking lot to serve the existing nursing home facility. The proposed grading within the parking lot will divide the site into Drainage Basins 1 and 2, parking lot and existing nursing home facility, respectively. No construction is proposed in the area identified as Drainage Basin 2. Please refer to Exhibit 2.1. Site grading and a network of inlets and conveyance piping in the Basin 1 parking area, will direct stormwater runoff from the developed project area to the proposed water management area. The proposed dry detention area, to be located in the southwest portion of the basin, will provide water quality treatment and attenuation of stormwater prior to gravity discharge from the dry detention area, to the westernmost existing culvert in Basin 2, and ultimately offsite. A perimeter berm will be constructed as needed along the north, west and east limits of the parking area to retain the design storm event within Drainage Basin 1. The applicant's engineer did not analyze the existing site stormwater management system, in light of the certification to conditions listed on the exemption request previously submitted. Further, no changes are proposed to the developed site, and, as proposed, it is in a separate drainage basin. Prior to modification of facilities within the permitted drainage basins, a permit modification will be required. Plans and calculations shall be submitted to demonstrate compliance with the current rules and regulations. App.no. : 150122 -10 Page 2 of 7 erp_staff_report. rdf LAND USE: Construction Basin : Basin 1 Total Basin Dry Detention Bottom .06 acres Dry Detention Sides .11 acres Open Space .52 acres Pavement .84 acres Total: 1.53 WATER QUANTITY : Discharge Rate : The project is located in the S -133 Basin. The allowable peak discharge rate in the S -133 Basin resulting from the 25 -year, 3 -day design storm event is 15.6 csm. Hence, the allowable discharge rate for the proposed project area is 0.04 cfs. As shown in the table below, the proposed project peak discharge rate (0.48 cfs) exceeds the allowable discharge rate (0.04 cfs). However, discharge has been limited to minimum bleeder flow from the project drainage basin. As shown in the table below, the proposed Basin 1 dry detention area will be controlled at elevation 17.0 ft NGVD 29. This elevation is based on site specific soil borings and rainfall history, as well as project proximity to the Airport Ditch and Taylor Creek. Please refer to Exhibit 2.2 for further discussion. Discharge Storm Frequency : 25 YEAR -3 DAY Design Rainfall : 9 inches Basin Allow Disch Method Of Peak Disch Peak Stage (cfs) Determination (cfs) (ft, NGVD 29) Basin 1 .04 Minimum Size Bleeder .48 20.5 Parking Lot Design : Parking Lot Storm Frequency : 10 YEAR -1 DAY Design Rainfall :5 inches Basin Peak Stage Proposed Min.Parking Elev. ( ft, NGVD 29) (ft, NGVD 29) Basin 1 19.57 20.5 Control Elevation : Basin Area Ctrl Elev WSWT Ctrl Elev Method Of (Acres) (ft, NGVD 29) (ft, NGVD 29) Determination Basin 1 1.53 17 Wet Season Soil Borings App.no.: 150122 -10 Page 3 of 7 e rp_staff_re po rt. rd f Receiving Body : Basin Str.# Receiving Body Basin 1 DS -1 Airport Ditch Discharge Structures: Note: The units for all the elevation values of structures are (ft, NGVD 29) Bleeders: Basin Str# Count Type Width Height Length Dia. Invert Invert Elev. Angle Basin 1 DS -1 1 Circular Orifice 3" 17 Culverts: Basin Str# Count Type Width Length Dia. Basin 1 DS -1 1 High Density Polyethylene 228' 1.5' Inlets: Basin Str# Count Type Width Length Dia. Crest Elev. Basin 1 DS -1 1 Fdot Mod E Drop Inlet 40" 52" 20.5 WATER QUALITY : Water quality volume provided in proposed dry detention area serving the proposed project drainage basin exceeds the volume equivalent to 1.5 inches over the project site. Since this site ultimately discharges to Lake Okeechobee, an impaired water body, the applicant has provided 150% of the standard water quality treatment as reasonable anti - degradation assurances. The volume shown below represents 75% of the volume required for wet detention systems. No adverse water quality impacts are anticipated as a result of the proposed project. Erosion and turbidity control measures will be installed prior to commencement of construction as indicated in the special conditions. Turbidity control measures will be installed around the limits of construction for this project. Basin Basin 1 WETLANDS: Treatment Treatment Method Vol Req.d Vol (ac -ft) Prov'd Dry Detention .06 acres .2 .2 There are not any State jurisdictional wetlands or other surface waters within the project boundary. CERTIFICATION, OPERATION, AND MAINTENANCE: Pursuant to Chapter 62- 330.310 Florida Administrative Code (F.A.C.), Individual Permits will not be converted from the construction phase to the operation phase until construction completion certification of the project is submitted to and accepted by the District. This includes compliance with all permit conditions, except for any long term maintenance and monitoring requirements. It is suggested that the permittee retain the services of an appropriate professional registered in the State of Florida for periodic observation of construction of the project. For projects permitted with an operating entity that is different from the permittee, it should be noted that App.no. : 1 501 22 -1 0 Page 4 of 7 e rp_staff_ re po rt. rdf until the construction completion certification is accepted by the District and the permit is transferred to an acceptable operating entity pursuant to Sections 12.1 -12.3 of the Applicant's Handbook Volume I and Section 62- 330.310, F.A.C., the permittee is liable for operation and maintenance in compliance with the terms and conditions of this permit. In accordance with Section 373.416(2), F.S., unless revoked or abandoned, all stormwater management systems and works permitted under Part IV of Chapter 373, F.S., must be operated and maintained in perpetuity. The efficiency of stormwater management systems, dams, impoundments, and most other project components will decrease over time without periodic maintenance. The operation and maintenance entity must perform periodic inspections to identify if there are any deficiencies in structural integrity, degradation due to insufficient maintenance, or improper operation of projects that may endanger public health, safety, or welfare, or the water resources. If deficiencies are found, the operation and maintenance entity will be responsible for correcting the deficiencies in a timely manner to prevent compromises to flood protection and water quality. See Section 12.4 of Applicant's Handbook Volume I for Minimum Operation and Maintenance Standards. App.no. : 150122 -10 Page 5 of 7 erp_staff_report.rdf RELATED CONCERNS: Water Use Permit Status: The applicant has indicated that irrigation water and construction dewatering will not be required for the project. This permit does not release the permittee from obtaining all necessary Water Use authorization(s) prior to the commencement of activities which will require such authorization, including construction dewatering and irrigation. CERP: The proposed project is not located within or adjacent to a Comprehensive Everglades Restoration Project component. Potable Water Supplier: Potable water will be supplied by the Okeechobee Utility Authority. Waste Water System /Supplier: The project waste water service will be provided by the Okeechobee Utility Authority. Right -Of -Way Permit Status: A District Right -of -Way Permit is not required for this project. Historical /Archeological Resources: No information has been received that indicates the presence of archaeological or historical resources in the project area or indicating that the project will have any effect upon significant historic properties listed, or eligible for listing in the National Register of Historic Places. DEO /CZM Consistency Review: The issuance of this permit constitutes a finding of consistency with the Florida Coastal Management Program. Third Party Interest: No third party has contacted the District with concerns about this application. Enforcement: There has been no enforcement activity associated with this application. STAFF REVIEW: DIVISION APPROVAL: App.no.: 150122 -10 Page 6 of 7 erp_staff_report. rdf NAT RALRESOUR EMENT: Barbara J. Conmy SURFACE WATER MANAGEMENT: 16- Feb -2015 DATE: "✓'?>ir. ',�,sE, DATE: 12 -FEB -2015 Jeskle, P.E. App.no. : 150122 -10 Page 7 of 7 STAFF REPORT DISTRIBUTION LIST ADDRESSES Seniors R Able Inc P 0 Box 759 Okeechobee FL 34973 fayeahaverlock@yahoo.com Lifestyles & Healthcare Ltd P 0 Box 759 Okeechobee FL 34973 hollyeverett @yahoo.com Div of Recreation and Park - District 5 - Miranda Cunningham, FDEP 13798 Se Federal Highway Hobe Sound FL 33455 miranda.cunningham@dep.state.fl.us Okeechobee County Property Appraiser - Bill Sherman 307 Nw 5th Avenue Suite A Okeechobee FL 34972 m.bandi@okeechobeepa.com Application No: 150122 -10 Steven L Dobbs Engineering L L C 1062 Jakes Way Okeechobee FL 34974 sdobbs@stevedobbsengineering.com Okeechobee County Engineer Okeechobee County Courthouse 304 Nw 2nd Street, Suite 103 Okeechobee FL 34972 orubio@craigasnnith.com Page 2 of 2 STAFF REPORT DISTRIBUTION LIST OKEECHOBEE HEALTH CARE FACILITY Application No: 150122 -10 Permit No: 47- 01180 -P INTERNAL DISTRIBUTION X Carolyn McCreedy X Eve Raymond X Jesse Markle, P.E. X Barbara J. Conmy X A. Bain X A. Waterhouse X ERC - OKS EXTERNAL DISTRIBUTION X Permittee - Seniors R Able Inc X Permittee - Lifestyles & Healthcare Ltd X Engr Consultant - Steven L Dobbs Engineering L L C GOVERNMENT AGENCIES X Div of Recreation and Park - District 5 - Miranda Cunningham, FDEP X Okeechobee County Engineer Okeechobee County Courthouse X Okeechobee County Property Appraiser - Bill Sherman NOTES RELATED TO RECORDS OF TEST BORING AND GENERALIZED SUBSURFACE PROFILE I. Groundwater level was encountered and recorded (if shown) following the completion of the soil test boring on the date indicated. Fluctuations in groundwater levels are common; consult report text for a discussion. 2. The boring location was identified in the field by offsetting from existing reference marks and using a cloth tape and survey wheel. 3. The borehole was backfilled to site grade following boring completion, and patched with asphalt cold patch mix when pavement was encountered. 4. The Record of Test Boring represents our interpretation of field conditions based on engineering examination of the soil samples. 5. The Record of Test Boring is subject to the limitations, conclusions and recommendations presented in the Report text. 6. "Field Test Data" shown on the Record of Test Boring indicated as 11/6 refers to the Standard Penetration Test (SPT) and means 11 hammer blows drove the sampler 6 inches. SPT uses a 140 -pound hammer falling 30 inches. 7. The N -value from the SPT is the sum of the hammer blows required to drive the sampler the second and third 6- inch increments. 8. The soil /rock strata interfaces shown on the Records of Test Boring are approximate and may vary from those shown. The soil rock conditions shown on the Records of Test Boring refer to conditions at the specific location tested; soil /rock conditions may vary between test locations. 9. Relative density for sands /gravels and consistency for silts /clays are described as follows: SPT CPT SANDS /GRAVELS SPT CPT SILTS /CLAYS BLOWS /FOOT KG /CM' RELATIVE DENSITY BLOWS /FOOT KG /CM' CONSISTENCY 0-4 0 -16 Very loose 0 -1 0 -3 Very soft 5 -10 17 -40 Loose 2-4 4 -6 Soft 11 -30 41 -120 Medium Dense 5 -8 7 -12 Firm 31 -50 121 -200 Dense 9 -15 13 -25 Stiff 50+ over 200 Very Dense 16 -30 25 -50 Very stiff >30 >50 Hard 10. Grain size descriptions are as follows: NAME SIZE LIMITS Boulder 12 Inches or more Cobbles 3 to 12 inches Coarse Gravel 1/4 to 3 Inches Fine Gravel No. 4 sieve to 1/4 inch Coarse Sand No. 10 to No. 4 sieve Medium Sand No. 40 to No. 10 sieve Fine Sand No. 200 to No. 40 sieve Fines Smaller than No. 200 sieve 11. Definitions related to adjectives used in soil /rock descriptions: PROPORTION ADJECTIVE APPROXIMATE ROOT DIAMETER ADJECTIVE <5% Trace Less than 1/32" Fine roots 5% to 12% Little 1/32" to '' /4" Small roots 12% to 30% Some '4" to 1" Medium roots 30% to 50% And Greater than I" Large roots Organic Soils: Soils containing vegetable tissue in various stages of decomposition that has a fibrous to amorphous texture, usually a dark brown to black color, and an organic odor. Organic Content <25 %: Slightly to Highly Organic; 25% to 75 %: Muck; >75 %: Peat Exhibit 2.2 GF Application 150122 -10 Page 19 of 19 EXFILTRATION TEST South Florida Water Management District - Usual Open Hole Test Client: Steven L. Dobbs Engineering, LLC 1062 Jakes Way Okeechobee, Florida 34976 Site: Proposed Parking Lot for Seniors "R" Able Highway 144 North, Okeechobee, Florida SOIL PROFILE Project No: Report No: Test Date: Technicians: 14- 2631.00 Nov 6, 2014 WN /GL Test Location: N27.25825° W80.82947° EX -1 (see Test Location Plan) Depth (feet) 0 -6 Soil Description Brown fine sand, trace silt (SP) Depth to Water Table from Ground Surface (feet) CALCULATION OF HYDRAULIC CONDUCTIVITY 1Ground Surface Water level for test Water Table t Us K= I d i H. 4Q nd(2H22 + 4H2Ds + H2d) Distribution: Client - 2 Exhibit 2.2 5.7 K Hydraulic Conductivity (cfs /ft2— fthead` 5.77 x 10 45 Stabilized Flow Rate (cubic ftper second) 1.11 x 1043 d Diameter of Test Hole (feet) 0.33 H2 Depth to Water Table (feet) 5.7 DS Saturated Hole Depth (feet) 0.3 .�`04adttttt��. W M 'IQn • a RegisVgt% I a:60675 • itttt :Lill *1 Application 150122 -10 Page 18 of 19 Since 1988 AUGER BORING LOGS (ASTM D -1452) Client: Steven L. Dobbs Engineering, LLC Project: Proposed Parking Lot for Seniors "R" Able Highway 144 North, Okeechobee, Florida Elevation: Existing Grade Project No: 14- 2631.00 Lab No: Test Date: 11/7/2014 Technician: PM TEST LOCATION: AB - 1 Depth (feet) Description (color, texture, consistency, remarks) 0 -6 Brown fine sand, trace silt (SP) Water table at 414 feet below ground surface Exhibit 2.2 Application 150122 -10 Page 17 of 19 Test Location Plan Proposed Parking Lot for Seniors "R" Able Highway 441 North Okeechobee, Okeechobee County, FL GFA Project No. 14- 2631.00 ?U1 lot 2?.259456° on - BCL82A435c Exhibit 2.2 Approximate Exfiltration Test (EX) & Auger Boring (AB) Location Application 150122 -10 Page 16 of 19 Geotechnical Services for Stormwater Management Planning Proposed Parking Lot for Seniors "R" Able Okeechobee, Okeechobee County, Florida GFA Project No. 14- 2631.00 November 10, 2014 Page 4 respective locations and for their vertical reaches, local variations characteristic of the subsurface soils of the region are anticipated and may be encountered. The delineation between soil types shown on the soil logs is approximate and the description represents our interpretation of the subsurface conditions at the designated boring locations on the particular date drilled. Any third party reliance of our geotechnical report or parts thereof is strictly prohibited without the expressed written consent of GFA International. Any third party reliance of our geotechnical report or parts thereof is strictly prohibited without the expressed written consent of GFA International. The applicable SPT methodology (ASTM D- 1586), CPT methodology (ASTM D- 3441), and Auger Boring methodology (ASMT D -1452) used in performing our borings /soundings and for determining penetration resistance is specific to the sampling tools utilized and does not reflect the ease or difficulty to advance other tools, equipment or materials. We appreciate the opportunity to be of service to you on this project and look forward to a continued association. Please contact the undersigned if you have any questions or comments, or if we may further assist you as your plans proceed. Respes UtbS f1 GFA '.oIN C. FBA -m. erifgr oteetvutq l' gfieer Florid§. ggit►ati43 .'60675 Attachments: Test Location Plan Auger Boring Log (1) Exfiltration Test Report (1) Notes Related to Test Borings Copies: Client (2) Exhibit 2.2 David Alker Project Manager GV Application 150122 -10 Page 15 of 19 Geotechnical Services for Stormwater Management Planning Proposed Parking Lot for Seniors °R" Able Okeechobee, Okeechobee County, Florida GFA Project No. 14- 2631.00 November 10, 2014 Page 3 normal), for the month of September 2014 was 7.04 inches (126% of monthly normal), for the month of August 2014 was 5.57 inches (84% of monthly normal), and for the month of July 2014 was 6.94 inches (115% of monthly normal). The rainfall from January 1 to November 1 was 43.75 inches (108% of normal). The 2013 total rainfall was 45.92 inches (104% of normal) and the 2012 total rainfall was 45.23 inches (102% of normal). DISCUSSION AND CONCLUSIONS The subsurface soils encountered in the auger boring did not correspond well with the information presented in the Soil Survey since silty soils were not encountered. The recent rainfall history indicates that the observed water table level should be about normal for this time of year. Drainage improvements in the vicinity indicate the average wet season high water table should be below that stated in the Soil Survey. Based on the above data and the results of our field exploration, we estimate that the average wet season high water table level is 21/2 feet below the ground surface at the boring locations. However, should rainfall intensity and duration or total rainfall quantities exceed the normally anticipated rainfall quantities, the groundwater level may exceed our estimate of the average wet season high groundwater level. The soil survey indicates there are silty layers with very low permeability. It should be noted for drainage system design that the soil layer described by the soil survey as sand with little /some silt/clay has a low permeability. The Soil Survey generally gives the coefficient of permeability for this material as less than 0.4 feet per day (1.4 x 10-4 cm /sec). Based on our experience the coefficient of permeability ranges from 0.01 to 0.1 feet per day (104 to 10-5 cm /sec) for these low permeability soils. "Perching" of the ground water on top of these layers after rainfall should be expected. CLOSURE This consulting report has been prepared for the exclusive use of the current project owners and other members of the design team for the project. This report has been prepared in accordance with generally accepted local geotechnical engineering practices; no other warranty is expressed or implied. The evaluation submitted in this report, is based in part upon the data collected during a field exploration, however, the nature and extent of variations throughout the subsurface profile may not become evident until the time of construction. If variations then appear evident, it may be necessary to reevaluate information and professional opinions as provided in this report. In the event changes are made in the nature, design, or locations of the proposed structure, the evaluation and opinions contained in this report shall not be considered valid, unless the changes are reviewed and conclusions modified or verified in writing by GFA International. The analysis and recommendations submitted in this report are based on the data obtained from the tests performed. This report does not reflect any variations, which may occur between borings. While the borings are representative of the subsurface conditions at their Exhibit 2.2 Application 150122 -10 Gf/4 Page 14 of 19 Geotechnical Services for Stormwater Management Planning Proposed Parking Lot for Seniors "R" Able Okeechobee, Okeechobee County, Florida GFA Project No. 14- 2631.00 November 10, 2014 Page 2 FINDINGS The project site was generally flat and grassy with trees. The site was used as an unpaved parking lot. The grade at the site was estimated to be 2 feet below the adjacent road at the time of the explorations. One -story structures were located adjacent to the property. A small ditch or canal bordered the south side of the property. The subsurface soils encountered in the borings generally consisted of fine sand with trace silt to the boring termination depths of 6 feet. The HCP values generally indicated that the soils were medium dense from the ground surface to a depth of 2 feet, and then loose to the bottom of the borings at depths of 6 feet. Ground water was encountered at 4.3 and 5.7 feet below existing grade at the boring locations. USGS TOPOGRAPHICAL AND USDA SOIL SURVEY INFORMATION We reviewed the USGS 7.5- minute series quadrangle topographic map of the area, entitled Taylor Creek SE. Revisions to this map were based on aerial photographs taken in 1972. The USGS map showed the project site is located on a broad area with an elevation between 20 and 25 feet NGVD. Taylor Creek was about 900 feet east of the property. A ditch or small canal borders the south side of the property. The site is shown on sheet number 43 of the Soil Survey of Okeechobee County, Florida, issued by the U.S. Dept. of Agriculture in 2003. According to the Soil Survey, Immokalee fine sand (11) occur at the site. The Soil Survey describes Immokalee fine sand (11) as poorly drained soil in broad areas of flatwoods. The soil profile consists of fine sand with trace /little silt (SP,SP -SM) from the ground surface to a depth of 3 feet, fine sand with little /some silt (SP- SM,SM) from 3 to 41/2 feet, and then fine sand with trace /little silt (SP,SP -SM) to a depth of 6% feet. With unimproved drainage, the seasonal high water table is apparent and at a depth of 6 to 18 inches below the ground surface from June through September. During the remainder of the year, it is typically at a depth of 18 to 40 inches. It may, however, recede below 40 inches during extended dry periods. Permeability is rapid in the surface and subsurface layers and moderate to moderately rapid in the subsoil. It should be noted that the Soil Survey generally extends to a maximum depth of 80 inches (approximately 63% feet) below ground surface and is not indicative of deeper soil conditions. SOUTH FLORIDA WATER MANAGEMENT DISTRICT RAINFALL INFORMATION According to the SFWMD web site the rainfall in Okeechobee County from November 1 to 7, 2014 was 0.01 inches (3% of normal for that time of month, normal monthly total for all of November is 1.93 inches), for the month of October 2014 was 3.28 inches (110% of monthly Exhibit 2.2 GFH Application 150122 -10 Page 13 of 19 Florida's Leading Engineering Source Environmental • Geotechnical • Construction Materials Testing • Threshold and Special Inspections . Plan Review & Code Compliance November 10, 2014 Steven L. Dobbs Engineering, LLC 1062 Jakes Way Okeechobee, Florida 34976 Subject: Geotechnical Services for Stormwater Management Planning Proposed Parking Lot for Seniors "R" Able Highway 441 North (Parcel ID 2- 09- 37 -0A00- 00010 -A000) Okeechobee, Okeechobee County, Florida GFA Project No. 14- 2631.00 Dear Mr. Dobbs: We are pleased to submit this geotechnical report for the referenced project. This letter describes the project, field explorations, results of testing, findings, and information from outside references. The scope of services was completed in accordance with our Geotechnical Engineering Proposal (14- 2631.00) dated October 22, 2014, planned in conjunction with and authorized by you. PROJECT DESCRIPTION Based on a site plan (author unknown) dated 2/27/2012 and conversations with the client, the project consists of constructing a paved parking lot on about 11/2 acres. The property does not have an address and from the Okeechobee County Property Appraiser website is Parcel ID 2- 09- 37 -0A00- 00010 -A000. FIELD EXPLORATIONS The subsurface conditions at the project site were explored on November 6 & 7, 2012, with two Auger borings. Subsequently an Exfiltration (EX) test was conducted in one borehole. The auger borings were performed in general accordance with ASTM D 1452, "Practice for Soil Investigation and Sampling by Auger Borings ", and the exfiltration test with the SFWMD Usual Open Hole Test procedure. Hand Cone Penetrometer (HCP) readings were taken at one -foot intervals in one of the auger borings. The HCP test, in conjunction with information about the soil type, is empirically correlated to the relative density of subsurface soils. The borings and exfiltration test were completed at the approximate locations noted on the Test Location Plan. The Exfiltration Test Report with the log from the auger boring and the auger boring log are attached. The depths on the boring logs are below the existing ground surface at the time the borings were performed. 521 NW Enterprise Drive • Port St. Lucie, Florida 34986 • (772) 924.3575 • (772) 924-3580 (fax) • www.teamgfa.com Exhibit 2.2 OFFICES THROUGHOUT FLORIDA Application 150122 -10 Page 12 of 19 X Okeechobee Health Care Facility - Parking Lot Improvements, City of Okeechobee, FL Link Maximum Report for AdICPR Model a Max Time Max Max Max Time Max Max Time Max Name Group Simulation Flow Flow Delta 0 US Stage US Stage DS Stage DS Stage '� hrs cfs cfs hrs ft hrs ft N CS -1 BASE 100YR3D 0.00 0.000 0.000 0.00 0.000 0.00 0.000 CS -1 BASE 105'R1O 13.66 0.370 -0.001 13.66 19.573 0.00 15.500 CS -1 BASE 25YR3D 61.88 0.485 0.003 61.88 20.513 0.00 15.500 0 L-ZZ L 0G L uoReO!Iddy 6 L 40 L L abed Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 1 of 1 Z'Z ;!q!4x� 0 L-ZZ W91. uo!Teo!!ddy 61. Jo 01. abed Okeechobee Health Care Facility - Parking Lot Improvements, City of Okeechobee, FL Node Maximum Report for AdICPR Model Name Max Time Max Warning Max Delta Max Surf Max Time Max Max Time Max Group Simulation Stage Stage Stage Stage Area Inflow Inflow Outflow Outflow hrs ft ft ft ft2 hrs cfs hrs cfs Onsite BASE 100YR3D 73.00 22.401 22.000 0.0050 25104 60.00 6.546 0.00 0.000 outfall BASE 100YR3D 0.00 15.500 15.500 0.0000 0 0.00 0.000 0.00 0.000 Onsite BASE 10YR1O 13.66 19.573 22.000 0.0050 7469 12.08 3.768 13.66 0.370 outfall BASE 10YR1D 0.00 15.500 15.500 0.0000 0 13.66 0.370 0.00 0.000 Onsite BASE 2501430 61.88 20.513 22.000 0.0050 8782 60.00 5.855 61.88 0.485 outfall BASE 25YR3O 0.00 15.500 15.500 0.0000 0 61.88 0.485 0.00 0.000 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 1 of 1 Okeechobee Health Care Facility - Parking Lot Improvements, City of Okeechobee, FL Basin Summary Report for AdICPR Model Basin Name: Onsite Group Name: BASE Simulation: 100YR3D Node Name: Onsite Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 1.33 Comp Time Inc (min): 1.33 Rainfall File: Sfwmd72 Rainfall Amount (in): 10.000 Storm Duration (hrs): 72.00 Status: Onsite Time of Conc (min): 10.00 Time Shift (hrs): 0.00 Area (ac): 1.530 Vol of Unit Hyd (in): 1.000 Curve Number: 88.000 DCIA ( %): 0.000 Time Max (hrs): 60.02 Flow Max (cfs): 6.571 Runoff Volume (in): 8.528 Runoff Volume (ft3): 47365.434 Basin Name: Onsite Group Name: BASE Simulation: 10YR1D Node Name: Onsite Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 1.33 Comp Time Inc (min): 1.33 Rainfall File: Flmod Rainfall Amount (in): 5.000 Storm Duration (hrs): 24.00 Status: Onsite Time of Conc (min): 10.00 Time Shift (hrs): 0.00 Area (ac): 1.530 Vol of Unit Hyd (in): 1.000 Curve Number: 88.000 DCIA ( %): 0.000 Time Max (hrs): 12.04 Flow Max (cfs): 3.896 Runoff Volume (in): 3.668 Runoff Volume (ft3): 20369.965 Basin Name: Onsite Group Name: BASE Simulation: 25YR3D Node Name: Onsite Basin Type: SCS Unit Hydrograph Unit Hydrograph: Uh256 Peaking Fator: 256.0 Spec Time Inc (min): 1.33 Comp Time Inc (min): 1.33 Rainfall File: Sfwmd72 Rainfall Amount (in): 9.000 Storm Duration (hrs): 72.00 Status: Onsite Time of Conc (min): 10.00 Time Shift (hrs): 0.00 Area (ac): 1.530 Vol of Unit Hyd (in): 1.000 Curve Number: 88.000 DCIA ( %): 0.000 Time Max (hrs): 60.02 Flow Max (cfs): 5.875 Runoff Volume (in): 7.545 Runoff Volume (ft3): 41905.707 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 1 of 1 Exhibit 2.2 Application 150122 -10 Page 9 of 19 Okeechobee Health Care Facility - Parking Lot Improvements, City of Okeechobee, FL Input Report for AdICPR Model Execute: No Alternative: No Restart: No Patch: No Max Delta Z(ft): 1.00 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 Min Calc Time(sec): 0.5000 Boundary Stages: Time(hrs) Print Inc(min) 10.000 24.000 100.000 Group 15.000 5.000 15.000 Run BASE Yes Delta Z Factor: 0.00500 End Time(hrs): 100.00 Max Calc Time(sec): 60.0000 Boundary Flows: Name: 25YR3D Hydrology Sim: 25YR3D Filename: F: \2014 -042 Health Care Facility next to Raulerson \04 -Calcs \2014 -042 ICPR \sims \25YR3D.I32 Execute: No Alternative: No Restart: No Patch: No Max Delta Z(ft): 1.00 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 Min Calc Time(sec): 0.5000 Boundary Stages: Time(hrs) Print Inc(min) 50.000 100.000 400.000 Group 15.000 5.000 10.000 Run BASE Yes Delta Z Factor: 0.00500 End Time(hrs): 400.00 Max Calc Time(sec): 60.0000 Boundary Flows: Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 3 of 3 Exhibit 2.2 Application 150122 -10 Page 8 of 19 Okeechobee Health Care Facility - Parking Lot Improvements, City of Okeechobee, FL Input Report for AdICPR Model TABLE Count: 1 Type: Vertical: Mavis Flow: Both Geometry: Circular Bottom Clip(in): 0.000 Top Clip(in): 0.000 Weir Disc Coef: 3.200 Orifice Disc Coef: 0.600 Span(in): 3.00 Invert(ft): 17.000 Rise(in): 3.00 Control Elev(ft): 17.000 ___= Hydrology Simulations Name: 100YR3D Filename: F: \2014 -042 Health Care Facility next to Raulerson \04 -Calcs \2014 -042 ICPR \sims \100YR3D.R32 Override Defaults: Yes Storm Duration(hrs): 72.00 Rainfall File: Sfwmd72 Rainfall Amount(in): 10.00 Time(hrs) Print Inc(min) 50.000 10.00 100.000 5.00 Name: 10YR1D Filename: F: \2014 -042 Health Care Facility next to Raulerson \04 -Calcs \2014 -042 ICPR \sims \10YR1D.R32 Override Defaults: Yes Storm Duration(hrs): 24.00 Rainfall File: Flmod Rainfall Amount(in): 5.00 Time(hrs) Print Inc(min) 10.000 24.000 100.000 10.00 5.00 10.00 Name: 25YR3D Filename: F: \2014 -042 Health Care Facility next to Raulerson \04 -Calcs \2014 -042 ICPR \sims \25YR3D.R32 Override Defaults: Yes Storm Duration(hrs): 72.00 Rainfall File: Sfwmd72 Rainfall Amount(in): 9.00 Time(hrs) Print Inc(min) 50.000 100.000 400.000 10.00 5.00 10.00 ___= Routing Simulations Name: 100YR3D Hydrology Sim: 100YR3D Filename: F: \2014 -042 Health Care Facility next to Raulerson \04 -Calcs \2014 -042 ICPR \sims \100YR3D.I32 Execute: Yes Restart: No Alternative: No Max Delta Z(ft): 1.00 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 Min Calc Time(sec): 0.5000 Boundary Stages: Time(hrs) 50.000 100.000 Group BASE Print Inc(min) 15.000 5.000 Run Yes Patch: No Delta Z Factor: 0.00500 End Time(hrs): 100.00 Max Calc Time(sec): 60.0000 Boundary Flows: Name: 10YR1D Hydrology Sim: 10YR1D Filename: F: \2014 -042 Health Care Facility next to Raulerson \04 -Calcs \2014 -042 ICPR \sims \10YR1D.I32 Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 2 of 3 Exhibit 2.2 Application 150122 -10 Page 7 of 19 Okeechobee Health Care Facility - Parking Lot Improvements, City of Okeechobee, FL Input Report for AdICPR Model ___= Basins Name: Onsite Group: BASE Unit Hydrograph: Rainfall File: Rainfall Amount(in): Area(ac): Curve Number: DCIA( %): Node: Onsite Status: Type: SCS Unit Hydrograph CN Uh256 Peaking Factor: 256.0 Storm Duration(hrs): 0.00 Time of Conc(min): 10.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 999999.000 0.000 1.530 88.00 0.00 Onsite ___= Nodes Name: Onsite Group: BASE Type: Stage /Volume Stage(ft) Volume(af) 17.000 0.0000 18.000 0.0010 18.500 0.0500 19.000 0.1300 19.500 0.2100 20.000 0.3000 20.500 0.3900 21.000 0.5000 21.500 0.6500 22.000 0.8600 Base Flow(cfs): 0.000 Init Stage(ft): 17.000 Warn Stage(ft): 22.000 Name: outfall Group: BASE Type: Time /Stage Time(hrs) Stage(ft) 0.00 73.00 1000.00 15.500 15.500 15.500 Base Flow(cfs): 0.000 Init Stage(ft): 15.500 Warn Stage(ft): 15.500 ___= Drop Structures Name: CS -1 Group: BASE From Node: To Node: UPSTREAM DOWNSTREAM Geometry: Circular Circular Span(in): 18.00 18.00 Rise(in): 18.00 18.00 Invert(ft): 13.000 13.000 Manning's N: 0.025000 0.025000 Top Clip(in): 0.000 0.000 Bot Clip(in): 0.000 0.000 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall * ** Weir 1 * ** Weir 2 of 2 for Drop Structure CS -1 Count: Type: Flow: Geometry: Span(in): Rise(in): 1 Horizontal Both Rectangular 24.00 36.00 of 2 for Drop Structure CS -1 * ** Onsite outfall Length(ft): Count: Friction Equation: Solution Algorithm: Flow: Entrance Loss Coef: Exit Loss Coef: Outlet Ctrl Spec: Inlet Ctrl Spec: Solution Incs: Bottom Clip(in): Top Clip(in): Weir Disc Coef: Orifice Disc Coef: 0.000 0.000 3.200 0.600 Invert(ft): 20.500 Control Elev(ft): 20.500 240.00 1 Average Conveyance Automatic None 0.500 0.900 Use dc or tw Use do 10 TABLE Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Exhibit 2.2 Page 1 of 3 Application 150122 -10 Page 6 of 19 Z7 i!q!4x3 01.-ZZ 1.09 I. uo!reo!!ddy Okeechobee Couny Health Care Facility 2015 Expansion No. 2014-042 Drainage Calculations Basin Information For: Okeechobee Health Care Facility 2015 Expansion Total Basin Area 1.53 ac Wetland 11.181 ac Wetland Butter / Presets = 0.(0 au Total Basin Area (water quality) = 1.53 ac Impervious Area RoofhneBldg. = 0.80 ac Wetland = ((.a1 ac Lakes = 0.00 ac Pavement/Sidewalk = 0.84 ac Total Impervious Area = 0.84 ac Pervious Area o Dry Detention = 11.17 no Green = 0.52 ac Total Pervious Area = 0.69 ac Percent Impervious = 94.9"/ Adjusted Soil Storage = 0.48 in Calculated SCS Curve Number = 88 Time of Concentration = 10.00 min Water Quality Calculation 1/r Pretreatment x Total Area Runoff from 2.5 "s %net Impervious - SFWMD c0teria Required Water Quality Volume Dry Detention Multiplier Adjusted Required Water Quality Volume 0.5 Water quality stage (0.0984375 ac -f1) Water Quality Stage 0.06 10-ft 0.18 ac-ft 0.18 ac-ft 1.13 1.5.0.75 0.20 ac-ft 1881 8 -NGVD 19.41 0 -NGVD Stave Storaue Calculations for Basin Okeechobee Health Care Facility 2015 Expansion Land use Category Storage Tvpe Area (ac.) From Elev. To Elev. Cumulative Stage-Storage (as-0) 17.00 17.50 1800 18.50 19.00 19.50 20.00 20.50 21.00 21.50 22.00 Dry Retention Vettieal 0.08 18.00 0.00 0.00 0.00 0.04 008 0.12 0 16 0.20 0.24 0.28 0.32 Dry Retention Banks Linear 0.09 18.00 19.00 0.00 0.00 0.00 001 0.05 065 0.14 0.19 0.23 0.28 033 Phase 1 Building Vertical 0.00 18.50 0.00 0.00 000 000 0.00 000 00) 000 000 000 0.00 Phase 2 Building Vellical 0.00 20.00 0 00 0.00 0.00 000 0.00 000 0.00 0.00 0.00 0.00 000 Phase 1 Pavement Linear 0.84 20.50 25.00 0.00 0.00 0.() 0.00 0.00 0.00 0.00 000 0.02 009 0.21 Phase 2 Pavement Linear 0.00 17.00 18.00 900 000 0.00 090 0.00 0,00 0.00 0.)») 000 0,00 000 Green Linear 0.52 22.00 25.00 0.00 000 0.00 0.00 000 000 0.00 0.00 0.00 0.00 000 Total 1.53 Totals: 0.00 0.00 0.00 0.05 0.13 0.21 0.30 0.39 0.50 0.65 0.86 2/112015 FA2014-042 Heakh Caro Facility next to Raolerson/04 04-042 site into 20150211.01s Parking: The City of Okeechobee requires 1 parking space for every 4 beds and 1 space for every employee at peak shift. There are currently 180 beds in the nursing home and 100 employees at peak shift requiring 145 parking spaces onsite. There are currently 71 existing parking spaces and 74 planned parking spaces, which will meet the parking requirements. There are currently 6 handicapped parking spaces around the facility, which meets the ADA required 6 spaces per 150 parking spaces provided. Off -Site Drainage: There is no off -site drainage anticipated onto the property. There are some elevations to the west that are higher than on -site elevations, however, there are closer elevation picked up by the surveyor that are lower than on -site and the assumption is that the existing perimeter berm will prevent any off -site runoff from draining onto the project site. Nutrient Analysis: As previously stated, the project proposes to provide 150% of the required water quality treatment volume in the dry detention system in order to meet the nutrient removal requirements. Flood Plain Analysis: As shown on the attached FEMA Panel 12093C0415C, the project is not located in a flood zone A2 el. 17.0 NGVD '29. Construction Recommendations: Runoff and /or any water generated by short-term dewatering during construction will be contained on -site. However, there is some potential for transport of sediment to off -site areas should heavy rainfall occur. In order to reduce the potential of any off -site transport of sediment or turbidity we recommend installation and maintenance of temporary silt fence inside the southerly property line in the area of the proposed paving of the existing rock road and upstream of the existing control structure until site work has been completed and the site has been stabilized. (The existing perimeter berm should prevent any potential off -site transport of sediment from other areas of the site during construction.) Conclusions: In my professional opinion, the proposed construction should have no impact to existing drainage patterns off -site and should have no impact on off -site areas. The recommendations above should be followed during and after the site work until such time as the ground surface has been adequately stabilized to prevent the off -site transport of any soil or suspended solids. The proposed design and construction will comply with applicable state and local requirements. Exhibit 2.2 Application 150122 -10 Page 4 of 19 The site is located in the S -133 Basin. The proposed outfall for the project will be on the southeast side of the proposed dry detention area that will discharge through an existing culvert that discharges into the City Limits Ditch, located south of the property, draining to the east into Taylor Creek. (Taylor Creek ultimately discharges into Lake Okeechobee.) The allowable discharge for the S -133 Basin is 15.6 csm (cfs /sq. mile) for the 25 year 3 day event: Q = 15.6 csm / 640 acres /sq. mile x Project Area Q = 15.6 csm / 640 acres /sq. mile x 1.53 acres = 0.04 cfs A. Water Quality Water quality treatment is provided in the form of dry detention for the project drainage area. Since the proposed water quality system is dry detention, the volume required is 75% of the calculated volume, however since this project discharge into an impaired water basin and with a presumption of compliance with nutrient control by adding an additional 50% to the water quality volume the total water quality volume is 0.20 acre -feet. The dry pretreatment criteria of (0.5 ") is less than the (1 ") water quality requirement, therefore the system meets the pretreatment criteria as specified under Section 5.2.1 of the SFWMD's Environmental Resource Permit Information Manual Volume IV and the required water quality volume. Based on the attached stage storage spreadsheet, the water quality volume (0.84 acre -feet) is met at elevation 19.45 NGVD '29. B. Water Quantity This project is located in the S -133 Basin which discharges ultimately into Lake Okeechobee. The allowable peak discharge rate in this basin is 15.6 csm. The allowable peak discharge rate for this project, based on the 25 -year, 72 -hour storm event was calculated to be 0.04 cfs. The actual maximum discharge rate for the 25 -year, 72 -hour storm event was calculated to be 0.431 cfs, which is greater than maximum allowable peak rate, but discharging through the proposed 3" minimum bleeder. To demonstrate conformance to this criteria, the proposed project was flood - routed using AdICPR. The 10 year, 24 hour storm (5.0 ") w/ discharge, the 25 year, 72 hour storm (9.0 ") w/ discharge, and the 100 year, 72 hour storm (10.0 ") w/o discharge, were evaluated based on the proposed plan. Please refer to the attached AdICPR flood routing input/output parameters. A summary of the flood routings is provided as follows: 10 Year, 24 Hr. Storm (5.0 ") 25 Year, 72 hr. Storm (7.0 ") 100 Year, 72 Hr. Storm (10.0 ") Peak Stage Peak Rate Peak Stage Peak Rate Peak Stage (ft- NGVD'29) (cfs) (ft- NGVD'29) (cfs) (ft- NGVD'29)) Exhibit 2.2 19.6 0.372 20.46 0.431 22.21 Application 150122 -10 Page 3 of 19 Purpose: The purpose of this report is to provide the South Florida Water Management District, Florida Department of Transportation, and City of Okeechobee with the calculations and documentation to demonstrate that the surface water management system for the proposed Okeechobee Health Care Facility complies with applicable state and local water resource requirements. Project Description: The site is 5.95 acres in size and is located in Sections 9, Township 37 South, Range 35 East. It is located in the City of Okeechobee, on the east side of SR 441N, north of the City Limits Ditch, on the following parcels (Parcel ID 2- 09- 37- 35 -0A00- 00010 -A000 and 2-09-37-35-0A00- 00010- 0000). The site is currently partially developed. There is a nursing home onsite with limited parking that includes an exfiltration trench that was designed to provide water quality for the west wing expansion 4' x 20' x 175' and two existing culverts that discharge into the City Limits Ditch as show on the construction drawings. The remainder of the site is currently undeveloped. This request is for a construction permit to build an approximate 1.5 acre parking lot with additional pavement as shown with a new dry detention area to provide water quality and water attenuation for the planned parking lot. The drainage calculations and routings to address the required water quality treatment volumes and anticipated surface water stages for the proposed site improvements will be provided. The surface water management system for the proposed parking improvements will consist of a new dry detention area. The control structure for the new dry detention area will connect via doghouse structure to an existing culvert that currently connects the exfiltration discharge to the City Limits Ditch. Additionally, a perimeter berm will be constructed that is sized to retain the 25 year, 3 day storm event on the site, around the east, north and west sides of the property with the access road along the south side of the property acting as a perimeter berm. Proposed Use: The project consists of an existing nursing home, associated parking, and an existing exfiltration trench as described above. The proposed improvements consist of an additional 1.5 acres of parking and construction of a dry detention area. Water quality and water quantity requirements will be met in the dry detention areas. Potable water and wastewater service is provided by the Okeechobee Utility Authority. There is a planned expansion on a parcel to the east that will increase to existing potable water and wastewater demand. Drainage Considerations: To attenuate the runoff generated by the existing and proposed improvements and to meet water quality requirements, all drainage will be routed through the dry detention area. The dry detention area is controlled at elevation 17.0 NGVD `29 which is above the high water recorded for the City Limits Ditch. Attached are the records from DB Hydro for S192-T, which would be the headwater of Taylor Creek and S 133 -H, which would be the tailwater for Taylor Creek. Unfortunately, the period of record do not coincide for these two record locations. This period of record for each location was sorted by the highest recorded elevations and for the S 192 -T location the top 5 peak elevations recorded were between 14.2 NGVD `29 and 15.07 NGVD `29 all in 1994. The top five peak elevations recorded at S133- H were between 15.07 NGVD `29 and 15.7 NGVD `29 and all of these elevations were recorded in 2004 and 2005. The discharge elevation of 17.0 NGVD `29 is above peak water elevation in this basin. The Soils Map for Okeechobee County indicates that this parcel's soils are made up of lmmokalee Fine Sand and Manatee Loamy Fine Sand, Depressional soils, which is a very poorly drained "D soil" in the natural state and a better drained `B soil" in the developed state. The Soils Map information also indicates that the anticipated wet season water table is approximately 0" below natural ground for Manatee Loamy Fine Sand, Depressional soils and approximately 1' below natural ground for the Immokalee Fine Sand. The geotechnical report prepared by GFA International established the wet season water table at approximately 2.5' below where the boring was taken, which would equate to 19.5 NGVD '29. However, since this site is adjacent to the City Limits Ditch and as established above the discharge elevation for this project is going to be 17.0 NGVD '29, the bottom of the dry detention area will be constructed at 18.0, with a socked slotted pipe at control elevation of 17.0 NGVD '29 to encourage recovery. Exhibit 2.2 Application 150122 -10 Page 2 of 19 Exhibit 2.2 Engineer's Report Parking Lot Improvements for Okeechobee Health Care Facility (Lifestyles and Healthcare, Ltd.) Okeechobee County, Florida Prepared January 2015 ENGINEERING By: Steven L. Dobbs, P.E. # 48134 Steven L. Dobbs Engineering, LLC Florida Certificate of Authorization No. 29206 1062 Jakes Way Okeechobee, FL 34974 Application 150122 -10 Page 1 of 19 m 04 1-09 I- uo!leo!Iddy =VW noetem.........zo so Steven L. . D EnginM LLC 10e IL. WAY Okewhobee, R 9IOAt Phone AMR 82A-78.14 = Iwo Mil ,,_,-,..--, '1:11--— , 111=11=1111 ,. .... Obn al la FL I? 00 :. 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FLORIDA DETAILS SHEET DUMPSTER ENCLOSURE DETAIL ,...OlitT=1= LAw ' 0°1 IRI:j1;1 8 1 I OS '0' Oa m 0 01.-ZZIOSI uoileo!Iddy ,PRIVATE DRIVEWAY STATE ROAD #15 - U.S. HIGHWAY #441 Q 0 Q M 1 0 IiR 0 L C0101110. 1-111C0V Afr L PM WC C68 40 PC. 213 "AIRPORT DITCH"? 6 15 NORTH 14TH STREET SCALE: ' -20' es.TMIto Sa1151na Mali 8 ' Oncr can 3 JOB. ZO;14.013.2 06-ZZ60SL uogeo!Iddy (D 0 W BASIN 2 Virtkn Of 13 mermiIn SEnSh EE Stain 81 BneBatl._ _ CR -621 E SR -70 E R 31 R 32 R 33 T 33 CR -724 E 24 H SI ORANGE AVE NW 160TH ST U SR -70 W COUNTY ROAD 721 GS,� 84/ 150122 -10 - 9 STATE ROAD 70 W S71 2 P, co cn -9y 00 T 35 OKCNO��� Ro T 36 T37 T 38 CR -714 SA),D OKEECHOBEE COUNTY, FLORIDA N Application No: 150122 -10 Permit No: 47- 01180 -P Sec 9 / Twp 37 / Rge 35 A Map Date: 2015 -02 -06 Project Name: OKEECHOBEE HEALTH CARE FACILITY 0 5 10 0 Miles Exhibit Number: 1.1 OKEECHOBEE COUNTY, FLORIDA N Legend Application Map Date: 2015 -02 -06 Application No: 150122 -10 Permit No: 47- 01180 -P Sec 9 / Twp 37 / Rge 35 Project Name: OKEECHOBEE HEALTH CARE FACILITY 0 0.025 0.05 r - -� Miles Exhibit Number: 1.2 Patty Burnette From: Sent: To: Subject: Tracking: Hi Steve. Still pending copy of this. Thanks, Patty Patty Burnette <pburnette @cityofokeechobee.com> Tuesday, February 10, 2015 1:31 PM sdobbs @stevedobbsengineering.com FW: Parking Lot Site Plan for the Nursing Home Recipient Read sdobbs@stevedobbsengineering.com From: Patty Burnette [ mailto: Dburnette©cityofokeechobee.com] Sent: Monday, February 02, 2015 12:01 PM To: 1) Subject: Parking Lot Site Plan for the Nursing Home Oeed 3 brardr& C?nr_s as no �l3owulan� Su-vo(S bitre recet . copy{ ncepo to tie, Read: 2/10/2015 1:37 PM a/io- Slew. .. toll rrx, Hi Steve. Would you have an 11 X 17 copy of a boundary survey for the parking lot that has the legal description and/or parcel id number on it? There is no legal on the big copies you submitted and it is easier to copy and /or email this size to staff. 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CAMMM 0 CRS TES, INS "'B'a'�,R Via« ; 4 SOON wx n.au -- ERIr44'011 "AIRPORT DITCH" NORTH 14TH STREET 1) ELEVATIONS SHOWN HEREON ARE IN FEET RELATIVE TO THE NATIONAL GEODETIC VERTICAL DATUM (NGVD), 1929 ADJUSTMENT. 2) ELEVATIONS ARE BASED ON THE RECORD FINISH FLOOR ELEVATION OF THE EXISTING OKEECHOBEE HEALTH CARE FACILITY BUILDING AS SHOWN ON THE PREVIOUS SURVEY REFERENCED HEREON. 3) FOR COMPLETE BOUNDARY INFORMATION AND EASEMENT LOCATIONS, SEE SUBJECT REFERENCED SURVEY. 4) (HOOVER) OR (H) = REFERENCE PREVIOUS ALTA /ACSM SURVEY OF SUBJECT SITE PREPARED BY HOOVER AND ASSOCIATES, A DIVISION OF LBFH, INC., DRAWING NUMBER 10096, SHEET 1 OF 1, DATED 3/6/1997, LAST REVISION DATED 4/11/1997. 5) Legal: UNPLATTED LANDS OF THE CITY COM AT SE COR OF SEC 9, BEAR N -pN E LINE OF SEC 9 A DIST OF 324.12 FT TO S BDRY OF LAND DESC IN OR 207 -177, THENCE S 89 DEG 59 MIN 53 SEC W OF S BDRY OF SAID LAND DESC IN OR 207 -177 DIST OF 132.01 FT TO POB, THENCE CONT S 89 DEG 59 MIN 53 SEC W FORA DIST OF 219.66 FT TO THE E R/W OF SR 15 THENCE RUN S 00 DEG 00 MIN 07 SEC E ALONG THE E BDRY OF SR 15 FOR A DIST OF 236.12 FT THENCE RUN N 89 DEG 51 MIN 56 SEC E EI-ST- &F-1 -FT,- THENCE RUN-S.-Oa-DEG-0p MIN 07 SEC E DLS.T_OE 65 EL_ I}- ENCE- RUN-N-89-DEG-159 MIN 53 SEC E DIST OF 20 FT THENCE RUN S 00 DEG 00 MIN 07 SEC E A DIST-OF-24.-6-9-FT,--THENCE RUN N B9' DEG 52 MIN 43 SEC E ALONG THE N BDRY OF SEC 9 FOR A DIST OF 198.66 FT TO THE W BDDRY OF THAT LAND DESC IN OR 390 PG 467, THENCE RUN N 00 DEG 00 MIN 07 SEC W ALONG W BDRY OF THAT LAND DESC IN OR 390 PG 467 FOR A DIST OF 325.39 FT TO POB 9 37S 35E 1.63 ACRES 6) Parcel ID: 2- 09- 37- 35 -OA00- 00010 -A000 1 6 J\ gg 0 Lr J I 3:a y t 0 0 n 1n Ii J- B STATE ROAD #15 — U.S. HIGHWAY #441 APTIV JO SENIORS R ABLE, INC. City of Okeechobee 15224 1/16/2015 Application for site plan review - parking lot 1,018.84 SNB Acct 7727 City Business License Renewal VI • 16.0 1 e- I N9 38 8 42 RECEIVED from busInes License menewai CITY OF OKEECHOBEE, FLORIDA 55 S.E. 3rd Avenue, Okeechobee, FL 34974 (863) 763-3372 I t46. 20 IL ,„:,, 0. i-vi 8A410„, Site, Plan. .:,;,„euie1;.) . t\it.4, sine? i 1.Coag 0 f'reS, $ joig,gif ot(-k jqr 002 000 002 !Wm 100 ()it/ -61 Li 0-62 CLERK _5 .0 18•8 18.8, 0•0I u00 18•8, 0 • 0 0 • 6 30•0 18-8! 18-8% 1 000..01_ 1 018•84 0•00 * • 6 2 8 x 30.00 = 18.84 * 18-84 + 30.00 + 1 000•00 + 1 048-84 * 1,018.84 1,018.84 Staff Report Site Plan Review Prepared for: The City of Okeechobee Applicant: Igiesia Bautista La Cosecha, Inc (House of Worship) Petition No.: 15- 002 -TRC Planning & Management Services, Inc. 13"5 J24 imon Stmet Sane 2t t, Fan MFeox. Fk nid7 2:39 - 331.33(1 , Serving Florida Local Governments Since 1988 Staff Report Site Plan Review Applicant: Iglesia Bautista La Cosecha, Inc. Petition No.: 15- 002 -TRC General Information Legal Description of Subject Property LOTS 1 — 10, BLOCK 9, SOUTHWEST ADDITION TO OKEECHOBEE, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 2, PAGE 7, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA General Description The Applicant proposes to build a new church on a vacant, 1.64 acre parcel at 1007 SW 4th Street. The church will be housed in a new 6,000 square foot (60' x 100') metal building. The property will be developed with associated parking and water management facilities. Primary access will be afforded from SW 11th Avenue and SW 4th Street. The lot is designated Residential on the Future Land Use Map and zoned RSF1. The sanctuary (main assembly area) encompasses 1,968 square feet plus about 270 square feet for the raised stage indicates a total of 2,238 square feet plus four 156 square foot classrooms. Discussion with Pastor Perez indicated that the services in the sanctuary will be held at 1:00 pm on Sundays with attendance up to 100 persons being expected. Services are also held at 7:00 pm on Tuesdays and Wednesdays during which about 70 persons may be expected. The four classrooms will be used at the same general times of the services on Sundays and Tuesdays. Up to 20 children and 12 -15 youths or adults can be expected in each classroom. The children, youths and adults in the classrooms are included in the 100 persons expecting to be attending services in the sanctuary. Serving F a Governments Since 1988 1 Staff Report Site Plan Review Applicant: Iglesia Bautista La Cosecha, Inc. Petition No.: 15- 002 -TRC Following is the Staff analysis of the project's consistency with the various City requirements and regulations. Instances where the Staff believes the submission to be deficient are highlighted. Future Land Use, Zoning and Existing Land Use Characteristics Proposed ZoningiDistrct RSF 1 Land Area 1.64 acres .64 acres Adjacent FLUM Classifications, Zoning Districts, and Existing Land Use Ea5 Future Land Use Map Classification Zoning District Existing Land Use Single -Fat RSF 1 Single - Family and church Future Land Use Map Classification Single- Family Zoning District RSF 1 Existing Land Use Single - family Adequacy of Public Facilities Potable Water and Sanitary Sewer: The Applicant has stated that there is an OUA water line north of SW 4th Street and a sanitary sewer line at the north boundary of the property. The Applicant should obtain a letter from the Okeechobee Utility Authority (OUA) stating that it has adequate capacity to serve the proposed use. Solid Waste Disposal: On a number of occasions the County has confirmed a consi- derable level of excess capacity available to serve the solid waste disposal needs of other developments in the City. It appears reasonable that the volume of solid waste associated with a development of this size can also be accommodated within the capa- city of the County's Solid Waste Facility. 2 Staff Report Applicant: Iglesia Bautista La Cosecha, Inc. Site Plan Review Petition No.: 15- 002 -TRC Traffic and Access: According to the 8th Edition, ITE Trip Generation Manual, a church (ITE Code 560) could be expected to generate the proposed 9.11 trips per day on a weekday per 1,000 square feet of floor area and 0.55 trips per 1,000 square feet of floor area during the PM peak hour. Therefore, one could expect the average weekday traffic associated with the proposed church to be about 55 trips /day on the average weekday and just over three trips during weekday PM peak. Primary access is provided via paved driveway on SW 4th Street located towards the west end of the property and a paved driveway at the southern end of the property providing access to and from SW 11th Avenue. Our Traffic Engineer has suggested that the driveway on SW 4th Street should be located at least 125 feet from the center line of SW 11th Avenue. The driveway is proposed to be 107.8 feet from SW 11th Avenue. The Applicant's engineer related that the proposed location is necessary to save an existing large tree just east of the building. Drainage: The Applicant has submitted drainage calculations and the engineer has stated that the retention was sized to meet water quality requirements and to allow con- tainment for a 25 -year — 3 -day storm event. Staff Report Site Plan Review Applicant: Iglesia Bautista La Cosecha, Inc. Petition No.: 15- 002 -TRC Comparison of Proposal with Dimensional Standards, RSF 1 Zoning Regulation Required Provided Minimum Parcel Size and Width Area — 40,000 square feet Width — 150 feet Area — 0.64 acres Width- 502 feet Minimum Front Yard Setback 40 feet SW 11th Avenue; 90 feet Note: SW 11th Av. Is considered the front per the following definition of lot frontage: "Lot frontage means the shortest property line adjacent to a street; it is also the front property line." Minimum street side or street rear yard setbacks 30 feet (75% of minimum front yard requirement) SW 4th Street, street side yard; 30 feet SW 10th Av., street rear year; about 335 feet Minimum Side Yard Setback None 25 feet, 50 feet adjacent to residential South setback adjacent to residential; 50 feet Maximum Lot Coverage 25% 8.4% Maximum Lot Coverage and Other Impervious Surfaces 55% 23.1% Maximum Height 45 feet One -story Florida Local Goveri nts Since 1988 4 Staff Report Site Plan Review Applicant: Iglesia Bautista La Cosecha, Inc. Petition No: 15- 002 -TRC Regulation Required Provided Off- street Parking Minimum requirement: One space per three persons in main auditorium. At a maximum of one space per three persons, a total of 33 spaces is indicated. Also, as a check, we have applied the parking requirements for storefront churches w/o fixed seating, as follows: The first 1,470 sf of assembly area @ one space per 90 sf of floor area; plus 1 space per 45 sf of assembly area over 1,470 square feet. With 2,238 sf in the sanctuary (incl. the stage, 33 spaces are needed. In addition the floor plan shows 264 sf of office area, adding the need for one more space. Total parking required: 34 spaces At least two of these spaces must be sized and designated for the handicapped. Parking spaces must be at least 9 feet by 20 feet; and handicapped spaces must be 12 feet by 20 feet with a five -foot wide handicap aisle. 34 spaces are shown on the site plan, three of which are paved and designated for the handicapped. This is consis- tent with the calculations in the column to the left and the general parking requirement for places of assembly of one space per three persons. However, the handicap spaces look to be between 55 feet and 85 feet from the entrance to the building. I'm not sure this can be considered adequately convenient. All spaces meet the minimum size requirements. Paved parking Sec. 90 -484 provides for City Council approval of up to a 75% reduction in the number of paved parking spaces if maximum demand for parking occurs only once or twice a week. Based on the calculated need for a total of 34 spaces, the maximum reduction in the number of paved spaces is 25; therefore, at least 9 spaces must be paved Only the three handicapped spaces are to be paved. In order to meet the requirements of Sec. 90 -484, at Least nine spaces must be paved. Off- street Loading None required. Minimum Driveway Width 24 -feet for 90 degree parking All parking drive aisles appear to be 24 feet wide, including the grass parking area. Staff Report Site Plan Review Applicant: Iglesia Bautista La Cosecha, Inc. Petition No.: 15- 002 -TRC Regulation Required Provided Parking and Loading Space Layout Sec. 90 -511 (e) requires paved pedestrian walks along lines of most intense use and particularly between building entrances to streets and parking areas. We suggest that there should be at least some form of improved walkway connecting the grass parking area and the main building. Landscaping General Site Landscaping Required (see Sec. 90 -532) One tree and three shrubs per each 3,000 square feet of lot ! area: 71,597 = 3,000 = 24 trees and 72 shrubs The site plan notes that that there are 22 existing palms, 12 oaks and 1 citrus tree on the site for a total of 35 trees, however, no landscape plan was provided. Requirements for parking and Vehicular use areas, (see Sec. 90 -533) 18 square feet/required parking space: 34 x 18 = 612 sq. ft. One 5 -foot by 15 foot landscaped island for every 10 parking spaces, with one tree in each island. 34 spaces would require 4 islands. One tree required for each 72 square feet of required landscaped area = 9 trees Since at least 25 of the 34 required spaces will be in the form of grass parking, landscaping for the paved vehicular use areas is minimal (162 square feet for the nine spaces required to be paved). However, there is no landscaping shown associated with any of the parking or other vehicular use areas. Bening Florida Lc(al ( ;(1%e•rnm'MS Sint t. MSS 6 Staff Report Applicant: Iglesia Bautista La Cosecha, Inc. Site Plan Review Petition No.: 15- 002 -TRC Regulation Required Provided Required landscape buffer areas, (see Sec. 90 -534) A 10 foot buffer is required along street frontages (less driveways) and two feet along interior property lines: 502 feet Tess 56 feet of drive- ways = 446 feet frontage 4,460 sf of landscape buffer along SW 4th Street. At one tree and three shrubs for each 300 sf of buffer indicates the need for 1,650 square feet along Parrott Av = 15 trees and 45 shrubs 143 feet less 28 feet of driveway along SW 11th Av. indicates a buffer area of 1,250 sf and the need for St = 4 trees and 12 shrubs 142 feet along SW 10th Av., indicates a buffer area of 1,420 sf and the need for 2,050 square feet along SE 2nd Av. = 7 trees and 21 shrubs 600 square feet along north property line. = 5 trees and 14 shrubs 502 feet of interior buffer along the south property line indicates the need for 1004 sf of buffer with 3 trees and 10 shrubs are required. The total tree and shrub requirement is 34 trees and 102 shrubs. Trees may be clustered but must not exceed 50 feet on center for buffers abutting a street. While the site plan indicates a total of 35 trees (which would conform to the total tree requirement, no landscape plan has been submitted showing the locations of such trees While we calculate that 102 shrubs are required, the site plan only shows 81. Servintt Fkmkla Local t ,,Vernnteni< Since k9 $ 7 Staff Report Site Plan Review Applicant: Iglesia Bautista La Cosecha, Inc. Petition No.: 15- 002 -TRC Other Requirements and Consideration: Sidewalks: Should a sidewalk be provided along SW 11 Avenue and /or SW 4th Street? Lighting Plan: If there is to be any nighttime use of the property, some lighting should be shown for the entrance area, handicapped parking and parking to the rear of the building. Dumpster Location: There is no dumpster location indicated on the site plan. Recommendation Based on the foregoing analyses, Staff recommends approval of the site plan with the following stipulations: 1. The site plan is modified to show at least nine paved parking spaces and the City Council approves the reduction of the number of paved parking spaces per Sec. 90 -484. 2. A landscape plan is submitted showing the locations of at least the minimum number of trees and shrubs required. 3. Lighting of the paved vehicular use areas is provided if any nighttime use of the facilities is envisioned. 4. An appropriate dumpster location is provided if required. Submitted by: Wm. F. Brisson, AICP Planning Consultant March 11, 2015 TRC Hearing date: March 19, 2015 iMt Florkla local Gtwernmenls Sine 1988 8 Staff Report Applicant: Iglesia Bautista La Cosecha, Inc. Petition No.: 15- 002 -TRC Site Plan Review FUTURE LAND USE MAP Subject Property and Environs COMPREHENSIVE PLAN LAND USE SINGLE - FAMILY - MULTI - FAMILY ami COMMERCIAL INDUSTRIAL PUBLIC FACILITIES RESIDENTIAL MIXED USE Serving Florida Local Governments Since 1988 9 Staff Report Applicant: Iglesia Bautista La Cosecha, Inc. Site Plan Review Petition No.: 15- 002 -TRC ZONING MAP Subject Property and Environs ZONING 1111 ^_f 7. coYV z∎tyrs c-- QIY- tear? cJMI1eflt;NL ctT.. tGMr,CIMMERCN:. GPO - coM6' P,Vrt531O AL art' Kt n - HOLDMG Pa, - INDMTRM: .BUD. PUELIC MC1L TIE_ pLb LdFD .iYF R$LO@N7.- 4UI.1RAVI..v RYH• RESICENTM, 4OBLE HOME R ■F - RFSPfEVTA. ^NCIF FA4�l� H_F •[tSWtv1 A. Ntu.t Mum.._ tiering 1`I/Iriilj Local Governments Since 1988 10 Staff Report Site Plan Review Applicant: Iglesia Bautista La Cosecha, Inc. Petition No.: 15- 002 -TRC AERIAL PHOTOGRAPH SHOWING EXISTING LAND USES Subject Property and Environs 11 Serving Local Governments Since 1988 P.O. BOX 1998, OKEECHOBEE, FLORIDA. 34973 (863) 763 -8546 ENGINEERING AND ENVIRONMENTAL SERVICES DTI `01.1IllggNIDNg NBSSCIIAISV —1 —1 l m o 0 D 0 (7 -oZC« zD—iz 0 .3 .Z7 Cl n D D C —1 GI (/) 0 0 D Z0 C7zt,z Ill GI - o \ 3 D �TJ . 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Fkbrida 239 i3� -33(th Serving Florida Local Governments Since 1988 Staff Report Site Plan Review Applicant: Iglesia Bautista La Cosecha, Inc. Petition No.: 15- 002 -TRC General Information Owner Address: 210 NE 7th Street Okeechobee, 'FL 34972 -2600 Applicant Adre ame Contact Pei OA, Engineer oris Asmussen Legal Description of Subject Property LOTS 1 — 10, BLOCK 9, SOUTHWEST ADDITION TO OKEECHOBEE, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 2, PAGE 7, PUBLIC RECORDS OF OKEECHOBEE COUNTY, FLORIDA General Description The Applicant proposes to build a new church on a vacant, 1.64 acre parcel at 1007 SW 4th Street. The church will be housed in a new 6,000 square foot (60' x 100') metal building. The property will be developed with associated parking and water management facilities. Primary access will be afforded from SW 11th Avenue and SW 4th Street. The lot is designated Residential on the Future Land Use Map and zoned RSF1. The sanctuary (main assembly area) encompasses 1,968 square feet plus about 270 square feet for the raised stage indicates a total of 2,238 square feet plus four 156 square foot classrooms. Discussion with Pastor Perez indicated that the services in the sanctuary will be held at 1:00 pm on Sundays with attendance up to 100 persons being expected. Services are also held at 7:00 pm on Tuesdays and Wednesdays during which about 70 persons may be expected. The four classrooms will be used at the same general times of the services on Sundays and Tuesdays. Up to 20 children and 12 -15 youths or adults can be expected in each classroom. The children, youths and adults in the classrooms are included in the 100 persons expecting to be attending services in the sanctuary. lorida a (oi■rnments Since 1988 1 Staff Report Site Plan Review Applicant: Iglesia Bautista La Cosecha, Inc. Petition No.: 15- 002 -TRC Following is the Staff analysis of the project's consistency with the various City requirements and regulations. Instances where the Staff believes the submission to be deficient are highlighted. Future Land Use, Zoning and Existing Land Use Characteristics Futur and Use Map ssication Zoning District Use of Property Land Area Existing Single- Family RSF 1 Vacant 1.64 acres Proposed Single- Family RSF 1 Vacant 1.64 acres Adjacent FLUM Classifications, Zoning Districts, and Existing Land Use East u West Future and Use Map Zoning District Existing Land. Use Future Land Use Map Classification Zoning District Existing Land Use Future Land Use Map Classification: Zoning District Existing Land Use Future Land Use Map Classification Zoning District Existing Land Use Single - Family RSF 1 Single - Family and church Single- Family RSF ; Single- Family and vacant Single- Family RSF 1 Single- family Adequacy of Public Facilities Potable Water and Sanitary Sewer: The Applicant has stated that there is an OUA water line north of SW 4th Street and a sanitary sewer line at the north boundary of the property. The Applicant should obtain a letter from the Okeechobee Utility Authority (OUA) stating that it has adequate capacity to serve the proposed use. Solid Waste Disposal: On a number of occasions the County has confirmed a consi- derable level of excess capacity available to serve the solid waste disposal needs of other developments in the City. It appears reasonable that the volume of solid waste associated with a development of this size can also be accommodated within the capa- city of the County's Solid Waste Facility. IOrk1a Local 6ncernments Since 1988 2 Staff Report Applicant: Iglesia Bautista La Cosecha, Inc. Site Plan Review Petition No.: 15- 002 -TRC Traffic and Access: According to the 8th Edition, ITE Trip Generation Manual, a church (ITE Code 560) could be expected to generate the proposed 9.11 trips per day on a weekday per 1,000 square feet of floor area and 0.55 trips per 1,000 square feet of floor area during the PM peak hour. Therefore, one could expect the average weekday traffic associated with the proposed church to be about 55 trips /day on the average weekday and just over three trips during weekday PM peak. Primary access is provided via paved driveway on SW 4th Street located towards the west end of the property and a paved driveway at the southern end of the property providing access to and from SW 11th Avenue. Our Traffic Engineer has suggested that the driveway on SW 4th Street should be located at least 125 feet from the center line of SW 11th Avenue. The driveway is proposed to be 107.8 feet from SW 11th Avenue. The Applicant's engineer related that the proposed location is necessary to save an existing large tree just east of the building. Drainage: The Applicant has submitted drainage calculations and the engineer has stated that the retention was sized to meet water quality requirements and to allow con- tainment for a 25 -year — 3 -day storm event. Serving Florida Local (o' ernments Sinu• 1985 3 Staff Report Site Plan Review Applicant: Iglesia Bautista La Cosecha, Inc. Petition No.: 15- 002 -TRC Comparison of Proposal with Dimensional Standards, RSF 1 Zoning Regulation Required Provided Minimum Parcel Size and Width Area — 40,000 square feet Width — 150 feet Area — 0.64 acres Width- 502 feet Minimum Front Yard Setback 40 feet SW 11th Avenue; 90 feet Note: SW 11th Av. Is considered the front per the following definition of lot frontage: "Lot frontage means the shortest property line adjacent to a street; it is also the front property line." Minimum street side or street rear yard setbacks 30 feet (75% of minimum front yard requirement) SW 4th Street, street side yard; 30 feet SW 10th Av., street rear year; about 335 feet Minimum Side Yard Setback None 25 feet, 50 feet adjacent to residential South setback adjacent to residential; 50 feet Maximum Lot Coverage 25% 8.4% Maximum Lot Coverage and Other Impervious Surfaces 55% 23.1% Maximum Height 45 feet One -story Serving F kht Local Coverntttent,, Since 1988 Staff Report Site Plan Review Applicant: Iglesia Bautista La Cosecha, Inc. Petition No.: 15- 002 -TRC Regulation Required Provided Off- street Parking Minimum requirement: One space per three persons in main auditorium. At a maximum of one space per three persons, a total of 33 spaces is indicated. Also, as a check, we have applied the parking requirements for storefront churches w/o fixed seating as follows: The first 1,470 sf of assembly area @ one space per 90 sf of floor area; plus 1 space per 45 sf of assembly area over 1,470 square feet. With 2,238 sf in the sanctuary (incl. the stage, 33 spaces are needed. In addition the floor plan shows 264 sf of office area, adding the need for one more space. Total parking required: 34 spaces At least two of these spaces must be sized and designated for the handicapped. Parking spaces must be at least 9 feet by 20 feet; and handicapped spaces must be 12 feet by 20 feet with a five -foot wide handicap aisle. 34 spaces are shown on the site plan, three of which are paved and designated for the handicapped. This is consis- tent with the calculations in the column to the left and the general parking requirement for places of assembly of one space per three persons. However, the handicap spaces look to be between 55 feet and 85 feet from the entrance to the building. I'm not sure this can be considered adequately convenient. All spaces meet the minimum size requirements. Paved parking Sec. 90 -484 provides for City Council approval of up to a 75% reduction in the number of paved parking spaces if maximum demand for parking occurs only once or twice a week. Based on the calculated need for a total of 34 spaces, the maximum reduction in the number of paved spaces is 25; therefore, at least 9 spaces must be paved Only the three handicapped spaces are to be paved. In order to meet the requirements of Sec. meet the at equi nine spaces must be paved. Off - street Loading None required. Minimum Driveway Width 24 -feet for 90 degree parking All parking drive aisles appear to be 24 feet wide, including the grass parking area. Serving Florida Local < :in ern menu Sinre f98S Staff Report Site Plan Review Applicant: Iglesia Bautista La Cosecha, Inc. Petition No.: 15- 002 -TRC Regulation Required Provided Parking and Loading Space Layout Sec. 90 -511 (e) requires paved pedestrian walks along lines of most intense use and particularly between building entrances to streets and parking areas. We suggest that there should be at least some form of improved walkway connecting the grass parking area and the main building. Landscaping General Site Landscaping Required (see Sec. 90 -532) One tree and three shrubs per each 3,000 square feet of lot area: 71,597 _ 3,000 = 24 trees and 72 shrubs The site plan notes that that there are 22 existing palms, 12 oaks and 1 citrus tree on the site for a total of 35 trees, however, no landscape plan was provided. Requirements for parking and Vehicular use areas, (see Sec. 90 -533) 18 square feet/required parking space: 34 x 18 = 612 sq. ft. One 5 -foot by 15 foot landscaped island for every 10 parking spaces, with one tree in each island. 34 spaces would require 4 islands. One tree required for each 72 square feet of required landscaped area = 9 trees Since at least 25 of the 34 required spaces will be in the form of grass parking, landscaping for the paved vehicular use areas is minimal (162 square feet for the nine spaces required to be paved). However, there is no landscaping shown associated with any of the parking or other vehicular use areas. Serving Florida (o,. al ( ,vernmems Sit Staff Report Site Plan Review Applicant: Iglesia Bautista La Cosecha, Inc. Petition No.: 15- 002 -TRC Regulation Required Provided A 10 foot buffer is required along street frontages (less driveways) and two feet along interior property lines: 502 feet less 56 feet of drive- ways = 446 feet frontage 4,460 sf of landscape buffer along SW 4th Street. At one tree and three shrubs for each 300 sf of buffer indicates the need for 1,650 square feet along Parrott Av = 15 trees and 45 shrubs 143 feet Tess 28 feet of driveway along SW 11th Av. indicates a buffer area of 1,250 sf and the need for St = 4 trees and 12 While the site plan indicates a total shrubs of 35 trees (which would conform to the total tree requirement, no Required landscape buffer areas, (see Sec. 90 -534) 142 feet along SW 10 Av., indicates a buffer area of 1,420 sf and the need for 2,050 square landscape plan has been submitted showing the locations of such trees feet along SE 2nd Av. = 7 trees While we calculate that 102 shrubs and 21 shrubs are required, the site plan only 600 square feet along north property line. shows 81. = 5 trees and 14 shrubs 502 feet of interior buffer along the south property line indicates the need for 1004 sf of buffer with 3 trees and 10 shrubs are required. The total tree and shrub requirement is 34 trees and 102 shrubs. Trees may be clustered but must not exceed 50 feet on center for buffers abutting a street. Serving Florida Local V1tn. nments Since 1988 7 Staff Report Site Plan Review Applicant: Iglesia Bautista La Cosecha, Inc. Petition No.: 15- 002 -TRC Other Requirements and Consideration: Sidewalks: Should a sidewalk be provided along SW 11 Avenue and /or SW 4th Street? Lighting Plan: If there is to be any nighttime use of the property, some lighting should be shown for the entrance area, handicapped parking and parking to the rear of the building. Dumpster Location: There is no dumpster location indicated on the site plan. Recommendation Based on the foregoing analyses, Staff recommends approval of the site plan with the following stipulations: 1. The site plan is modified to show at least nine paved parking spaces and the City Council approves the reduction of the number of paved parking spaces per Sec. 90 -484. 2. A landscape plan is submitted showing the locations of at least the minimum number of trees and shrubs required. 3. Lighting of the paved vehicular use areas is provided if any nighttime use of the facilities is envisioned. 4. An appropriate dumpster location is provided if required. Submitted by: Wm. F. Brisson, AICP "'f Planning Consultant March 11,2015 TRC Hearing date: March 19, 2015 vin; Florida local r;ucemmen, Since 1988 8 Staff Report Applicant: Iglesia Bautista La Cosecha, Inc. Site Plan Review Petition No.: 15- 002 -TRC FUTURE LAND USE MAP Subject Property and Environs COMPREHENSIVE PLAN LAND USE SINGLE - FAMILY MULTI - FAMILY COMMERCIAL INDUSTRIAL PUBLIC FACILITIES RESIDENTIAL MIXED USE 187 194 Serving Florida Local Governments Since 1988 9 Staff Report Applicant: Iglesia Bautista La Cosecha, Inc. Site Plan Review Petition No.: 15- 002 -TRC ZONING MAP Subject Property and Environs ZONING CED- CODU BUSNE.: CISTRIf' CRV- MEMT CUNMERCNL CLT - Lr3M ^04111ERCIA. CPO- UOMU PWrt531ONAL M - P$OLDI1IG IND - NIDUOTRAIL PCB - PUBLIC MC ILTIES PUP MIXED PUD-R RNF RESDENTIA` NULTIFANt, RUM - P,E310Eh1IAL MOBILE HOME RSF• .REEIOEYTAt SNCLEFANILI RL- F: - RESIGE%TAL SINGLE FANIL• Sercint; Florida Local Governments Since 1988 10 Staff Report Site Plan Review Applicant: Iglesia Bautista La Cosecha, Inc. Petition No.: 15- 002 -TRC AERIAL PHOTOGRAPH SHOWING EXISTING LAND USES Subject Property and Environs Serving odda Local Governments Since 1988 11