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Home My WebLink AboutDocumentation_Planning and Zoning_Tab 02_11/16/2023 Agenda Item # Planning and Zoning Board STAFF MEMO Meeting: Planning and Zoning Board - Nov 16 2023 Staff Contact: Jeremy Hubsch Department: Community Development SPR 2-23: Application from Kimley-Horn and Associates for a Site Plan Review (SPR) to develop Phase 1 of Remembrance Park on 1.76 acres. The proposed public parks project is located in the Recreation/Open Space (R/OP) Zoning District. The project is located at 483 Seabrook Road, Tequesta, FI 33469 SPR 2-23: Application from Kimley-Horn and Associates for a Site Plan Review (SPR) to develop Phase 1 of Remembrance Park on 1.76 acres. The proposed public parks project is located in the Recreation/Open Space (R/OP) Zoning District. The project is located at 483 Seabrook Road, Tequesta, FI 33469 A copy of the staff report can be found in the agenda package. This document and any attachments may be reproduced upon request in an alternative format by completing our Accessibility Feedback Form, sending an e-mail to the Village Clerk or calling 561- 768-0443. BUDGET INFORMATION: BUDGET AMOUNT n/a AMOUNT AVAILABLE n/a EXPENDITURE AMOUNT: n/a FUNDING SOURCES: n/a IS THIS A PIGGYBACK: ❑ Yes ❑ N/A DID YOU OBTAIN 3 QUOTES? ❑ Yes ❑ N/A COMMENTS/EXPLANATION ON SELECTIONn/a SPR 2-23 Staff Report-Remembrance Park 1-Application 2-Site and Landscape Plans 3-Environmental Assessment Memorandum August 2023 4-Remembrance Park Signed Drainage Statement Page 56 of 168 Agenda Item # 5-ADA Routing Exhibit Page 57 of 168 Agenda Item # VILLAGE OF TEQU ESTA Department of Community Development Staff Report— Planning and Zoning Board November 16, 2023 y 1. Petition Description-SPR 2-23 Applicant: Kimley-Horn and Associates, Inc. 1920 Wekiva Way, Suite 200 West Palm Beach FL, 33411 Owner: VILLAGE OF TEQU ESTA Request: Site Plan Review (SPR) SPR-2-23 Application from Kimley-Horn for a Site Plan Review to develop Phase 1 of Remembrance Park, a public parks project, pursuant to Sec. 78-179 of the village code. The project is located in the R/OP recreation/open space zoning district. Location: 483 Seabrook Road Tequesta, FL 33469 2. LOCATION MAP 00"r p r,, .y a L _y ar. a a y. { _r AK y yr, d+ � r Yi7 C 4 ,ay,3 d c. _ s :_ •_ ' _� Slay PI_ n Y Department of Community Development Page 58 of 168 Agenda Item # 3. PETITION FACTS A. Total Gross Site Area: 76,565 Sq. Ft. (1.76 Acres) B. Total Building Footprint Area: 334 sq. ft. (two accessory structure/open air pavilions) Land Use and Zoning EXISITING LAND USE FUTURE LAND USE ZONING SUBJECT PROPERTY Recreation and Open Recreation and Open R/OP Space Space North Residential —Single Residential R-1 (Single Family Tequesta Pines Family Dwelling District) South Residential —Single Residential R-1 (Single Family Tequesta Pines Family Dwelling District) East Residential —Single Residential R-1 (Single Family Ridgewood Homes Family Dwelling District) West Multi-Family Residential — R-2 (Multi Family Tequesta Gardens Residential Medium Density Dwelling District) 4. BACKGROUND In December 2010,The Village of Tequesta purchased the subject property with the intention to dedicate the site to a neighborhood park. In 2021, the Village of Tequesta began an initiative to create aVillage-wide Parks Master Plan. The purpose was to create a Master Plan based on community input. An intensive proactive public participation process was organized by the project team. From October 2021 through April 2022, the Village conducted the following community participation processes: • Community survey (249 responses); • 20 interviews with residents, 4 kiosks at village events; • 7 design open houses; Department of Community Development ag. 2 Page 59 of 168 Agenda Item # • 5 public meetings; • Conceptual drawings exhibit and surveys at Village Hall Lobby and; • Social media outreach with continuous posting information on the village website. One of the major outcomes of the Parks Master Plan was the creation of a conceptual site plan for Remembrance Park. The Village has funding for Phase 1 of the project and has hired Kimley- Horn and Associates to design and permit Phase 1 of the park. In August 2023, the Village Council granted approval of a special exception use for Phase 1 of the park. A special exception was necessary because the Village's Recreation/Open Space (R/OP) requires one for any project within the district. The Applicant is now requesting Site Plan Approval fora 76,565 sf "Neighborhood and Community Public Recreational Facilities" (passive park) within the Recreation/Open Space (R/OP) Zoning District.The subject property is located at 483 Seabrook Road, Tequesta, Florida, 33469. 5. ZONING REVIEW Required by Code Proposed Comments SEC 78-403(A)Adjacent to residential areas there Continuous Hedge In compliance shall be planted a living hedge not more than six feet from the residential property line. SEC 78-404 One canopy tree shall be provided for 49 Trees In compliance each 30 linear feet of such landscaped area. SEC 78-406(B)A minimum of one tree is required 4 Trees In compliance in all parking islands. Landscape There will be a black vinyl chain link fence surrounding the property that will be closed and locked routinely by parks and recreation staff. A continuous hedge is being provided where the property abuts residential properties. This hedge is comprised of 418 Clusia shrubs. In addition to the Clusia, 352 native shrubs and 584 native groundcover plants will be planted throughout the park. A variety of shade trees are being provided; notably 16 Southern Live Oak, 10 Wild Department of Community Development ag. 3 Page 60 of 168 Agenda Item # Tamarind, 12 Pigeon Plum, 8 Gumbo Limbo, and 7 Orange Geiger trees. In total, 80 trees are proposed. Lighting This plan provides two types of outdoor lighting fixtures that are powered by solar energy. Both the Solar parking lot lights and the solar bollard lights will come with a black finish. Signage Three types of signs are designated on this plan, a park entrance sign, three educational signs and one park rules sign. The park sign and the park rules sign will be placed by the entrance of the park near the parking. The educational signs will be placed throughout the park along native species and unique features. Other Park Features There are other typical park features such as benches, waste receptacles, drinking fountain and a gazebo-styled pavilion to enhance the park experience. 6. SITE PLAN The Parks Master Plan includes a three phased conceptual site plan for Remembrance Park. Phase 1 includes the main area fronting Seabrook Road; Phase 2 will incorporate the retention area fronting Riverside Drive. This will allow for connectivity to a Park for residents that live near and along Riverside Drive; and, Phase 3 will allow for beautification of the retention area located to the North. The proposed passive Park Conceptual Design includes the following amenities: • Seating benches, Trash Receptacles, Picnic tables; • Gazebos, Dog-stations; • Boardwalk and Pond in Retention Area; • Shell Rock Walkways; • Parking Area; • Butterfly Garden; • Open Space; • Entry Signs; • Perimeter Fence and Landscape Buffer; • Native Landscaping; • Shade Trees; • Educational and Historical Plaques; • Bike Racks; Department of Community Development pg.4 Page 61 of 168 Agenda Item # • Bollards along Right-of-Way of Retention Areas; and • Parking Spaces with Permeable Driveways; Rem-embran-ce Vark(01_1Cei)tL1a I Site Piall Ph aye 1 - NEJ 3 IL E1J-n7E IIFLY W aLIE N^ '-RASH 1I ECEPTAC I F J DOG STb n law I TY P -kid RE P.&,JC'K M'"I Fib I I' 1'�J CA TL,CWUd.rL.D LIE F-S TOR I CA L F MCATMI WAiL PL,ACM 0''+ff7 I AUTOX IPAVF�q " - y � - .iJ4J1 r 1 rtiti.-r..t i:ti4 LI��r1,1 91E b1, NES+WAEWT-I5L'' AIV-E PMEF .. I Tj. -_ 1 i ti I aa J l EX IS' &I C�Ehrt:F. — E h i I T}F•) He 111 f C F'ATH E W Rif" ��v r— LI T15#IJI�I I_'d 17picw TA �TYP IL FETE 7h�.� frrt'P Em tl r IJ4o a'N B JC'lr{kL1C �_R Eli E B f PAR CONof 1�:1 L 51 T PLAN PHASE E.I VAI F: ¢.— it "7. Figure 1: Parks Master Plan Conceptual Site Plan-Remembrance Park Phase 1 f I �! rr'PT 51_�K VIUYI-CHAIN . I LINK FENCE ON NORTH.WE5T +AND SOUTH PROPPRTY I-INPS 'RENEI If3R4NCF F'ARK'5IGNl 12'WIPF P<IN ! 4 —EUTTERFLY GARDEN ' "1 4>S WIDTH a 42 HT GATE" NTIN�S.5rF ! t0LAR 5MLARG PER GE1+AIL DfGI.I4 EiErIW-0lINTL CI ! I LdpJDG.FE PLAN AC{EvS RY SHELTER#2 i 1 uGHWINI d I I Ka'H xpP'*ON.,L GAZEBO }LINT c:Hr:WAY Ast,44ALT� 4 3-RAIL F ,F I I"I1N'''1 F'I'FS TO I PR�PFRTY LINF !f WIT'N LOCKABLE f• f �' F.I li.p{ III i I I fl0'-4'HT) � ;3'L�..ND5GAPE IMP PRI',lFWA'f LATCH ANF I 4� y _ j ,I DROP ROCS PER p' I i r SJFFFR SCAR AREA LINNT 1 Jr PF_rAIL 5/GI.12 k. I — — ��f` .�r'T r�r+��«�r-iI!�,--« . — -- — — —— fir- ,;• — — ----—— _--- y _I IN PARKINCq 5P CI= 1 "• A ; �,i, FpUCATICNA�` F «.«. .«.«.«.«.«. . A'"� +51CiN � •.. �' `,r^"'p. «� `�` �«��' ICJ-11R2'� I 'NC5CAPE-- f g DRINKIhI',.• .' 13JFFFR �� 9}. , ,`,`.`, r # =FCUNTYIN r 4 LLB �� LD who ` 1 ' ' , « + . '¢ +REGE11 AGLE ^ + « i1h# `: • N «EIL,+GK i'JJINYIs .• I 1« 11� , I �� 1.INK!" or r ..... may+ k T.« F�kT -��T Ti T ��T _ S' l •�L• l�i'i. ..T _`� ], BUILDING SETBACK, I ^5EWER. (TYP i 5'Li�Nt5r-APEJ1 HISTORICAI_ I EASEMENT { E0.lFFER 41C,N ACCE55CRY 5TRJGT'JRE#1 1' I LLD W"`5YE,HANDICAP PAFZrINC, EXISTING 0 FENCE- el WIDF A"REG,ATO 10 HEXACONAL CT:4Z: 5 ATION 5ICjN PER DETAIL F/C." 1 �N AP—ACFNT PATHHAY i I1'—#'HT) L I r P1ROPERTY TO I[I_F GT+I=f.2 miLF5* I PAR RULFS 51 aN 42EMp.IN(TYP) -€XISTIN PVC FEN 6 CCs GI-AGK VINrLJ ENP -1 PATH A7 ROJTING TO ESE TIER CHAIN MEW To TO BE EI VVED LINK FENCE REMAIN FIELD,M�}DIFIED TO AiCCCV'IflDA.T1 ' FX151-1piq Cn-NPITION5-CONTRACTUR TC 5T4KE TRAIL IN FIELD PRIOR TO PI-AIN4 MATF-RI.A+. ' Figure 2: Proposed Site Plan-Remembrance Park Phase 1 Department of Community Development pg.5 Page 62 of 168 Agenda Item # As can be seen in Figure 2, the proposed site plan is largely consistent with the conceptual site plan. The general layout is very similar to the extent feasible and includes many of the features in the Master Plan, such as a butterfly garden, historical signage, bike racks, native landscaping, perimeter fencing and landscape buffers. More details of the site and landscape plans, as well as site details can be found in the agenda packet. 7. CURRENT SITE CONDITIONS .1 n. i _ tR r °F s"`• :. ..tip° ,.. .. _ r• Syr f+ . !• _I 5p-Rm• �F'+Le#-Fd g•�i� � -- �• e - _ _ _ _ .. - 1 _ ,- 1 .-, l } r " jr 4y -e = d •r of '.,.J °r "L4,..-,?' 1 ',. tyy�+.Ye,� �.. : ;ate. _. - 1 °�', r :.d •.�a." �`." _ Department of Community Development pg. F Page 63 of 168 Agenda Item # 411 lip Jr —ftr, 'IV u i p • a - i ' _ 1 inn ■. •,.ter. 4' •Jj° ��i - '�..-4 a iew a 8. DEVELOPMENT REVIEW The Development Review Committee (DRC) reviewed the subject application for compliance with Village Code, State, and Federal applicable regulations. The DRC includes Community Development, Law Enforcement, Landscaping, Building, Fire Safety, the Water Department, Civil, and Traffic Engineering. After three submittals, the Applicant has addressed any concerns from the DRC. 9. FINAL REMARKS This development application met the requirements set on Section 78-334 notice of hearing. The notice of hearing was advertised in the Palm Beach Post on November 6, 2023. Per Village Code Sec. 22-53, review and final determination of the subject application will be made by the Village Council. Per Village Code Section 78-334, the Applicant posted the subject property with a public notice sign, see below image. PUBLICNOTICE OF a i A LAND DEVELOPMENT APPLICATION HAS BEEN PROPOSED FOR THIS SITE ,•;t For more information,please can[aet the tlage at Tequesta Community Qevelupment department at 561-348-464 i Department of Community Development Page 64 of 168 Agenda Item # ------------------------, VILLAGE OF TEQUESTA ; DEPARTMENTAL USE ONLY ; Ck.# Department of Community Development ; uesta Drive Fee Paid: 345 Te _ q , Intake Date: -' Tequesta,Florida 33469 -- Ph:561-768-0451/Fax:561-768-0698 ' . � PROJECT#: -.N www.tequesta.org ----------------------- APPLICATION FOR SITE PLAN REVIEW DRC PLANNING & ZONING BOARD Meeting Date: VILLAGE COUNCIL Meeting Date: INSTRUCTIONS TO APPLICANTS: 1. Please complete all sections of this application. If not applicable, indicate with N/A. 2. Provide all required documents as shown on the attached checklist. If not applicable, indicate with N/A. All construction, additions, and/or alterations within the Village, except in districts R-1A and R-1, must be reviewed by the Planning & Zoning Board. The Planning&Zoning Board meets the third Thursday of every month at 5:30 p.m., as needed in the Village Hall Council Chambers, 345 Tequesta Drive. The applicant will be informed by letter of their scheduled meeting date. The Planning and Zoning Board shall have general authority as outlined in Sec. 22.53. After review and recommendation by the Planning&Zoning Board, applications will be heard by the Village Council for final approval. The Village Council meets regularly on the second Thursday of every month at 6:00p.m., in the Village Hall Council Chambers. I. PROJECT DESCRIPTION &OWNER/AGENT INFORMATION PROJECT NAME: Remembrance Park PROJECT ADDRESS: 483 Seabrook Rd eques a, FL 33469 DESCRIPTION OF PROJECT: Public passive park with small parking lot, two picnic shelters, loop trail, solar lighting, landscape and irrigation. Property Control Number(PCN), list additional on a separate sheet: 60424025000005140 Estimated project cost: 1,000,000 Property Owner(s) of Record: Village of Tequesta Address: 345 Tequesta Dr, Tequesta FL 33469 Phone No.: 561.768.0473 Fax No.: NSA E-mail Address:gcorbitt@tequesta.org Applicant/Agent(if other than owner complete consent section on page 3): Name: Jonathan D. Haigh (Kimley-Horn) Address: 1920 Wekiva Way West Palm Beach FL 33411 Phone No.: 561.840.0233 Fax No.: NSA E-mail Address:jonathan.haigh@kimley-horn.com 1 Page 65 of 168 Agenda Item # II. LAND USE&ZONING A) ZONING DESIGNATION R-OP B) FUTURE LAND USE DESIGNATION Low Density residential C) Existing Use(s) Undeveloped open space D) Proposed Use(s), as applicable Public Park with passive recreation III. ADJACENT PROPERTIES i Name of Business/ Land Use i Zoning i Existing Use(s) I Approved Use(s) Subdivision Designation Designation ------------------------------------------------------------t------------------------------------t---------------------------------t----------------------------------------t----------------------------------------------- NORTH Residential Low Density R-1 ISingle Family Res SF Residential ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- SOUTH i Residential i Low Density R-1 Single Family Res SF Residential ---------------------i-------------------------------------- ------------------------------------+------------------------------------------------------------------------------------------------------------------------ EAST Residential I Low Density R-1 ISingle Family Res SF Residential ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- WEST i Condo/MF Res Medium Density R-2 Multifamily Res MF Residential IV. APPLICANT'S STATEMENT OF JUSTIFICATION Provide a statement of use from the applicant that the submitted site plan is consistent with the goals, objectives, and all other provisions of the village comprehensive development plan, and further that the projected use is specifically authorized by development ordinances and regulations. The statement shall include, but not be limited to, specific references to those sections of the comprehensive plan relating to the proposed development. Attach additional sheets if necessary. Remembrance Park is a proposed public park with a small parking lot, two open air pavilions, an 8'wide walking loop measuring approximately ot a mile, a small u e y garden, and sol"ar powered lighting. I his passive par will act as a neighborhood par , providing a recreation amenity to the allja—cent community. I lie park contains an all native plant palette designed to encourage wildlite. I he site has a perime er u er in place—to provide screening for the adjacent residential bui ing. The entry and exits are gated, and the parking -lot and trailne wor u i ize soar lighting Tor safety. I he par King lot has 6 spaces, including one ADA accessole option. I he par King spaces uses a permeal5le paver systems o comp emen the on-sight drainage. I here are two proposed open air 161 hexagonal pavilions. I ne pavilions are equipped with a ceiling Tan, lighting, a water hose 5m, and a l5ench. e par s furnishings proposed are consistent with the design aesthetic of other i age par KS. 2 Page 66 of 168 Agenda Item # V. OWNER/APPLICANT ACKNOWLEDGEMENT AND CONSENT Consent statement(to be completed if owner is using an agent) I/we, the owners, hereby give consent to Jonathan D. Haigh, PLA, ASLA (Kimley-Horn) to act on my/our behalf to submit this application, all required material and documents, and attend and represent me/us at all meetings and public hearings pertaining to the application and property I/we own described in the application. By signing this document, I/we affirm that I/we understand and will comply with the provisions and regulations of the Village of Tequesta, Florida Code of Ordinances. I/we further certify that all of the information contained in this application and all the documentation submitted is true to the best of my/our knowledge. Jeremy Allen Jonathan D. Haigh Owner's Name (please print) Applicant/Agent's Name (please print) Owner's Signature Applicant/Agent's Signature 02.21.23 Date Date VI. APPLICATION FEES (1) Pre-application meeting. A pre-application submittal meeting shall be held with the owner and/or applicant and his/her design team and the community development director and his/her development staff. FEE:A$300.00 fee applies. (2) Review by the Development Review Committee(DRQ. The Community Development Director or designee shall submit such application for departmental staff and consultant review within 30 days of receipt of a completed application. FEE: a $400.00 fee applies. (3) Review by the Planning and Zoning Board. The Community Development Director or designee shall submit such application for Planning and Zoning Board review within 45 days of receipt of a completed application. FEE: a $300.00 fee (final approval) OR a $500.00 fee (recommendation to Village Council) applies (4) Review by Village Council. Within 45 days of review by the Planning and Zoning Board, the Community Development Director or designee shall then submit such application, including the recommendations of the Planning and Zoning Board,for Village Council review. FEE: a $300.00 fee plus an additional fee based on the estimated cost of work applies. FTo cover all additional administrative costs, actual or anticipated, including, but not limited to, engineering fees, consultant fees and special studies,the applicant shall compensate the village for all such costs prior to the processing of the application or not later than 30 days after final application approval whichever is determined as appropriate by the village.Failure to make such payment may be grounds for not issuing a building or zoning permit,certificate of occupancy or completion. Costs associated with advertising for public hearings and other public notice requirements are the responsibility of the applicant.The fee shall be paid prior to such application being scheduled for a public hearing requiring notice. Owner's Signature to Acknowledge 3 Page 67 of 168 Agenda Item # VII.APPLICATION SUBMITTAL REQUIREMENTS AND REVIEW PROCESS The applicant will submit to the Village of Tequesta Department of Community Development the following documents for review by the Development Review Committee (DRC), forty-five business (45) days prior to the meeting date: 1) Seven (7) 11x17 sets and Three (3)full size sets of professionally prepared site plans showing all existing and proposed structures, setbacks, parking and loading layout, ingress and egress, sidewalks and walkways, exterior lighting layout, dimensions of street frontages, property lines and all signage. 2) Fourteen (14) 11x17 sets and Two (2) full size sets of Landscaping Plans in accordance with Village of Tequesta Code of Ordinances, Division IV, Landscaping. 3) Fourteen (14) 11x17 sets of multi-dimensional color renderings and/or photographs are to be provided. The Planning& Zoning Board requires an exact rendering of the proposed modification, construction or addition. Color photographs or prints as close to the actual colors to be used must be supplied. Since color printers often do not display the correct color, it is recommended that samples of the paint chips, as well as a sample of the support materials(i.e., canvas, wood, metal, etc.)be provided. 4) One(1)CD disk with PDF files including the completed application. 5) Any other documents, maps, photographs, or drawings that may help clarify the position of the applicant. NOTE: All renderings,models,drawings,photos,etc., will become the property of the Village of Tequesta. Pre-application meeting APPLICATION SUBMITTAL DEADLINE Deadline is 45 business days prior to P&Z Meeting date DRC Meeting Held within 2 weeks of application submittal IF DRC comments provided to Applicant within 1 week of DRC meeting IF Re-submit application Planning&Zoning Board Meeting— Deadline is 2 weeks following receipt of recommend approval DRC comments (3rd Thursday of each month) Village Council Meeting—final approval (2nd Thursday of each month) 4 Page 68 of 168 Agenda Item # Vi l 1. SITE PLAN REVIEW APPLICATION SUBMITTAL CHECKLIST GENERAL (1) A completed application signed by owner, agent/applicant. Authorization must be attached if applicant is other than owner. (2) Required application fees. (3) Statements of unity of title, warranty deed, or purchase contract of the subject property. (4) General location map, showing relation of the site for which site plan approval is sought to major streets, schools, existing utilities, shopping areas, important physical features in and adjoining the project, and the like. (5) A recent aerial photograph of the site. SURVEY (1) A signed and sealed boundary survey(not more than one year old) and legal description of the property, including any and all easements of record as well as existing topographical conditions of the site. (2) Existing streets and roadway improvements (medians, driveways, signage, etc.) and existing structures within 100' of the project boundary. (3) Existing utilities within 100' of the project boundary. (4) Existing trees identified by caliper and species. SITE PLAN (1) A site plan containing the title of the project and names of the architect, engineer, project planner and/or developer, date, and north arrow, and based on an exact survey of the property drawn to a scale of sufficient size to show: a. Boundaries of the project, any existing streets, buildings, watercourses, easements, section lines, and water and sewer lines, well and septic tank locations, and other existing important physical features on the site and on property adjacent to the site. b. Tabular project data to include: Total gross site area in acres&square feet :76)565 SF (1.76 AC) ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Total number of units(multi-family) 0 ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ Total square feet of each primary structure 0 ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ Total square feet of accessory structures 334 SF ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ Total footprint of each building in sq ft&% 334 SF (.44%) ------------------------------------------------------------------------------------------------------------------------------------f------------------------------------------------------------------------------------------------------ Overall mean building height&number of stories '10'-4" @ 1 Story ------------------------------------------------------------------------------------------------------------------------------------f------------------------------------------------------------------------------------------------------ Finished floor elevation for all structures 10.11' & 8.94' ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ Total project density in units per acres,if applicable 'N/A ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Total proposed off-street parking spaces 16 ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ Height and location of proposed fences and/or walls ;East=4' HT/North, South &West= 6' HT ------------------------------------------------------------------------------------------------------------------------------------f------------------------------------------------------------------------------------------------------ Proposed drive aisle width 15 ------------------------------------------------------------------------------------------------------------------------------------f------------------------------------------------------------------------------------------------------ Proposed sidewalk width 8' 5 Page 69 of 168 Agenda Item # c. Provide site data and setbacks: Lot coverage Impervious area Open space area --------------------------------------------- Front Side 1 Side Rear Accessory structure d. Plans and location for recreation facilities, if any, including buildings and structures for such use. e. All mechanical equipment and dumpster locations, screens and buffers. t Refuse collection and service areas. g. Access to utilities and points of utilities hookups and location of all fire hydrants dose enough for fire protection. h. Plans for signage including size, location and orientation. i. Project information on beds, employees, seating, etc. as necessary depending upon the type of development. ]. Exterior lighting of all buildings, parking areas and the overall site, addressing glare, traffic safety, economic effect and compatibility and harmony with adjacent properties. k. Proposed topographic considerations including natural vegetation, berms, retaining walls, privacy walls, and fences. (2) Required f|oodp|ain management data: a. Flood zone designation b. Base flood elevation C. Coastal high hazard design considerations ENGINEERING PLANS (l) Proposed access (ingress/egress) to project, drive aisles., driveways, streets and sidewalks with dimensions and turn radii for internal and external vehicular traffic. (2) Proposed traffic control signs. (3) Preliminary storm drainage and sanitary sewage plans or statements. If the village determines that the drainage and/or sewage plans require independent review, the applicant shall pay for such review by an independent engineer. (4) Plans for the extraction of fill and mineral resources and alterations or modifications to the slope, elevation., drainage pattern, natural vegetation and accessibility ofthe development. (5) A comprehensive traffic study, provided by an engineering firm. The study shall be paid for by the applicant and shall include but not be limited to the following: a. Future right'of-vvaydedications. b. Intersection improvements. c. Traffic control devices. d. Traffic generation analysis. e. Distribution and assignment of traffic access. f. Additional roadway needs. 6 Page 70 of 168 Agenda Item # g. Traffic safety standards, including the separation of pedestrian and vehicular traffic. h. Compliance with Palm Beach County Performance Standards Ordinance. LANDSCAPE PLANS (1) Landscaping plan, including types, sizes and locations of vegetation and decorative shrubbery, and showing provisions for irrigation systems. Plans shall also provide delineation of existing trees and information as to which trees will be reused or removed. Landscaping plans shall comply with section 78-400. In addition, landscaping plans shall include irrigation plans in accordance with section 78-398, and shall demonstrate compliance with Florida Friendly Landscaping design standards as required by section 78-394, as applicable (See section 78-392 for applicability). (2) Plans shall provide clear sight lines. (3) Location of light poles. (4) Provide landscape plan data: Required Provided -----------------------------------------------------------------------------------------------------------------t----------------------------------------------------------------t--------------------------------------------------------- Number of trees(including percent native) 53 93 (100%) ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- --------------------------------------------------------- Number of shrubs(including percent native) 477 770 (100%) -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Amount of groundcover(including percent ' native) N/A 584 (100%) -----------------------------------------------------------------------------------------------------------------; Total percent of native vegetation 50% 100% ARCHITECTURAL PLANS (1) Architectural elevations and color renderings for buildings in the development, and exact number of units, square footage and types,together with typical floor plans of each type. (2) Type of construction of all buildings per Florida Building Code. (3) Color finishes and material examples and/or samples for all structures including roof, walls, trim, pavers, etc. ADDITIONAL REQUIREMENTS (1) Environmental impact study/assessment. All proposed new development and major redevelopment, as part of the site plan review and subdivision review process, shall submit a environmental statement describing how the proposed development will affect the estuarine water quality of the class III waters of the village, and also an environmental impact assessment study prepared by a qualified ecologist or other professional qualified to do such an assessment. The study shall meet the requirements Ch. 50 Article II, pertaining to environmentally sensitive lands. (2) Notification of neighboring jurisdictions of any external impacts that a proposed project might have within those jurisdictions and assessment and mitigation of those impacts shall be required. (5) If common facilities (such as recreation areas or structures, common open space, etc.) are to be provided for the development, statements as to how such common facilities are to be provided and permanently maintained. Such statements may take the form of proposed deed restrictions, deeds of trust, surety arrangements, or other legal instruments providing adequate guarantee to the village that such common facilities will not become a future liability for the village. (6) If development is to occur in phases, those phases should be clearly delineated on the site plan and identified in the plans and requirements appurtenant to that site plan, and each development phase shall be subject to site plan review by the village. 7 Page 71 of 168 Agenda Item # (7) The substance of covenants, grants of easements or other restrictions proposed to be imposed upon the use of the land, buildings and structures, including proposed easements or grants for public utilities, if applicable. (8) A statement that the development/redevelopment will provide the necessary infrastructure to meet the following level of service standards pursuant to the criteria outlined in Sec. 78-331(h): a. Traffic (roads and rights-of-way) b. Sanitary sewer c. Drainage d. Potable water e. Recreation f. Fire flow requirements g. Pedestrian walkways (9) A statement from the applicant or landowner that all pertinent permits are concurrently being sought from the applicable county, state, and federal agencies listed below. Include a copy of the letter/document with the application. Such permits shall be secured prior to the issuance of a building permit for any development on property included within the site plan. a. Palm Beach County Health Department b. Palm Beach County School District c. Tequesta Fire-Rescue Department (Fire Marshal) d. Loxahatchee River Environmental Control District (ENCON) e. Palm Beach County Department of Environmental Resources Management(DERM) f. South Florida Water Management District(SFWMD) g. Florida Department of Transportation (FDOT) h. Metropolitan Planning Organization of Palm Beach County(MPO) i. Palm Beach Traffic Engineering Division j. Martin County Metropolitan Planning Organization k. Martin County Traffic engineering Department I. Florida Power& Light m. Telephone service provider, as applicable n. Solid Waste purveyor o. Tequesta Water Department p. 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N 3 S().S] 3 Q j Li (§ Dul sa1010ossV puo uno H-Ralwi}I o)A4iligoi,l Inoq)Im aq hugs'sul'sa1010-V puo uno H-Ralwl)j Rq uoi)o)dopo puo uolyoziloq}np ua11nM Inogli,)uawnoop siq)a uoil,la doidwi puo;o a naa'paludaJd GO'11 goigm no)auJi puo as odind si)isads aqy ao;dluo papua ui s s}o lu-na)sui a aaq pa)uasaad GU51-p puo sldasuoo aq)qll^^Jaq4a601'auawnoop sigl ^^p NVId NOIiVolI:2l-OO gaod aJU gwau j o;san al-ZbOL6OObO 6)1in 9dM:;i �5L et,:go d'ZOZ SO aago7,0 S310N NOI1VO121211 bl T�.jn0 os 7I21Vd�IONV2JHW3W321 V1S3f1b31'laS hags So qi78.8 pa73old Page 96 of 168 Agenda Item # Kimley>>>Horn Environmental Assessment To: Jeremy Allen, Village of Tequesta Doug Chambers, Village of Tequesta From: Tori Bacheler Kimley-Horn and Associates, Inc. Date: August 24, 2023 RE: Remembrance Park—Environmental Assessment 483 Seabrook Road, Tequesta, Florida 33469 Kimley-Horn was contracted by the Village of Tequesta to complete an Environmental Assessment for the proposed Remembrance Park, which is located at 483 Seabrook Road, Tequesta, Florida (see Figure 1 — Project Location Map). The following memorandum summarizes the results of a field review conducted by Kimley-Horn biologists on August 22,2023 at the above-referenced site. Kimley- Horn's scope of work included a listed species survey and a general site review. The field review included a 100% gopher tortoise (Gopherus polyphemus) survey of the area in compliance with the Florida Fish and Wildlife Conservation Commission (FWC) Gopher Tortoise Permitting Guidelines. The methodology for this evaluation included the following: • Review Geographic Information System (GIS) data layers from the U.S. Fish and Wildlife Service (USFWS), U.S. Geological Survey (USGS), FWC, and Florida Natural Areas Inventory(F'NAI) • Establish random pedestrian transects throughout the property to identify habitats and note signs of listed species on the property (burrows, scat, vocalizations or individual species observances). Database Review and Listed Species Survey Results: Based on a review of USFWS consultation areas, the site is located within the consultation areas for the Florida bonneted bat(Eumopsfloridanus), West Indian manatee(Trichechus manatus),Audubon's crested caracara (Polyborus plancus), Eastern black rail (Laterallus jamaicensis), Florida scrub jay (Aphelocoma coerulescens), and wood stork (Mycteria americana). There are no wetlands or surface waters on-site. There is no habitat on-site for the West Indian manatee, Audubon's crested caracara, Eastern black rail, Florida scrub jay, or the wood stork, therefore this project will have no effect on either of these species.Although trees suitable for Florida bonneted bat roosts(at least 33 feet in height and at least 8 inches diameter at breast height)are present onsite which could be utilized by the Florida bonneted bat, the trees are not proposed for removal. Additionally, no signs of roosting bats were kimley-horn.com 1920 Wekiva Way, Suite 200,West Palm Beach, FL 33411 561 8450665 Page 97 of 168 Agenda Item # K iM ]ley)))Horn Page 2 observed during the field visit, therefore it is unlikely this species is roosting onsite. This project will therefore have no effect on the Florida bonneted bat. There are no recorded bald eagle (Haliaeetus leucocephalus)nests within 2 miles from the site and no eagle nests were observed during field reconnaissance. There are no recorded wading bird rookeries within 2 miles from the site and no rookeries were observed within the site during field reconnaissance. The project site is located within the wood stork (Mycteria americana) Core Foraging Areas (CFAs) for the Sewal Point MC2 —Bird Island, Ballen Isles, and Solid Waste Authority. The CFA is defined as 18.6 miles from an active wood stork colony. Suitable Foraging Habitat (SFH) was not found on- site during field reconnaissance. Therefore, as stated previously,this project will have no effect on the wood stork. FNAI FNAI has a documented occurrence of the leatherback sea turtle (Dermochelys coriacea) near the project site(see Appendix A—FNAI Biodiversity Matrix).However,no habitat for this species is found within the project site,therefore the project would have no effect on the leatherback sea turtle. Additionally, the following species could potentially occur within the project area (that were not previously mentioned in this memorandum): Gopher Tortoise A 100% gopher tortoise survey was conducted during field reconnaissance and no burrows were identified within the project site. Additionally, the site is surrounded by roadways and residential development, including fencing surrounding a majority of the property. Therefore, due to no tortoises or their burrows being observed, it is extremely unlikely tortoises would move onto the property. Therefore,no further surveying for the gopher tortoise is recommended at this time.This project should have no adverse effects on the gopher tortoise. Eastern Indigo Snake No eastern indigo snakes(Drymarchon couperi)were observed during field reconnaissance and habitat is marginal for this species onsite. Additionally,no gopher tortoise burrows or other mammal burrows were observed onsite, therefore it is unlikely the eastern indigo snake would utilize this project site. Therefore, this project will have no effect on the eastern indigo snake. No other listed or non-listed wildlife were observed on-site during field reconnaissance. See Appendix B—Photographic Log for representative photos of the project site. kimley-horn.com 1920 Wekiva Way, Suite 200, West Palm Beach, FL 33411 561 8450665 Page 98 of 168 Agenda Item # K iM ]ley)))Horn Page 3 FIGURE 1 —PROJECT LOCATION MAP kimley-horn.com 1920 Wekiva Way, Suite 200, West Palm Beach, FL 33411 561 8450665 Page 99 of 168 I r Agenda 11-^ 0 NOR - � CR 707 I � � I � �I AN Project Site Palm Beach County I I C �► x 0 150 300 Feet ` I r r r___r____- EO [JQ FL-1 r______ Cn CD Of I a 0 0 z < > -__ � a I Q � � I ----- - ----- El El E�l E:1 /�J ELJJ Wo qPM I1+I 1 km I Palm Beach LLJ lip I �Coun 'Public Shay Place Library - Ir -� Q , F Norl unty Branch ---- Jupiter-Fire Vill) �' ` Department 0 I a. St6tion 11 - Ll L�' EDL] � L a U Ct Ow -C E][7 1 8 C1 �� E2 E I v Ridgewood Circle . E�]LfI L❑ � I M Weslv�cxad Aver ue o I cz cicFJ � I j EDE�] CD w E�j `"- -- D Vill) Legend I Cr --- ----4-------- 0 Project Site , Constitution Park Source:ESRI,FDQT,Maxar,GeoE e,Earthstar Geographies,CNES/Airhus DS,USDA,USGS,AeroGRID,IGN,and the GIS User Community K10 H Project Location Map 0 2023 Kimley-Horn and Associates,Inc. Remembrance Park 1920 Wekiva Way,STE 200 Palm Beach Count` Florida West Palm Beach,FL 33411 !i Phone(561)845-0665 www.kimley-horn.com r-1 inch =300 feet PROJECT NUMBER:04009704 AUGUST 2 Agenda Item # K iM ]ley)))Horn Page 4 APPENDIX A- FNAI BIODIVERSITY MATRIX kimley-horn.com 1920 Wekiva Way, Suite 200, West Palm Beach, FL 33411 561 8450665 Page 101 of 168 Agenda Item # U L 'N O O 4 O a) � Ln C .� O >1 cl -0 E •U •— � C O C 'V O E •� •� N OOv Ln �' �' UO 0- ca • N Q} 0-2 � N u U >, - -J U) O p -O C � p O- O N N Q w N L L. -0 � — U p 0- co O O .cn w Q O t42 N 4-' > C -O Zru a--� _ °U p Q .N a--' a•a O ° z ° _0 D o Q cn LL C C a� cu a� 4-1 z ° �, p fu � r� � � >, � U U) cE � O O ?4-J O cn & .V .� � •U X •O N fu O � z � N - s-� U LL L ca 4-J 70 U 03 L N N Z; + � U C C a••f N Q Cn �-+ N L C U (n O N U ^a_' C f6 � u � U U _0 C L O Ura O D � ru p aJ U OU p O N O V) 4' 4-' N — _0 > c C 4 — CE N ca O u !E O 0 _ O •cn V ? a..� O rA a� 3 C G� 70 u c U O x E u ' c fu � O C •� � a) 4--J N Ln v E � N N O cn v O N D 4-' 'D Z) O cn C N Ile 0 O Ln U OOc N W ru W O N O N 00P64 'O � (3) � � >1 � � p- C� = H H T O lO Z Z �� ~ V .0 E I4 L' c� ow LV iE W �j • OZ ��-, �QN ,O� ZH p Z X C �o-0 a Ua-+ W OrA U — E 4-1 � V)v U Q C � O ° � rN '~ w c3 x oa PEA fu 7 cd ti MO W ti• W CA O C r�00 T•.. s• -- P -OpFf- 00LU n 4� L r � O f .W Ln Page 102 of 168 Agenda Item # LU 2 J U- U- LU z U- z LU z LU 0 j z LL z z z (A j LL (n z z L L � L U. LU z z z z LU LLcn z LU z z z LL (A F— z u z z (V M M N M M N N N N �--� M M 4w M N N N N N 4 ,--A M M N N (n (n (n (n (n ( Ln (n (n Ln (n _ U �C M M N N M i M M ,--i _ •--(D UV OC (D (D 0 (D (V (V 0 0 (V .2 m LIB N M N M fG N M M N N C LL N O E O O N fG LJJ M fG u N z ,� z -0 Z co Ln O ,� v Ln ,� , ru � O cn a} O m L OI `I— O Z ra Q u r_ c6 V L O t N V Q) cn C) Q) L O O rp � L O -O L — In � v `I►� U L A l L Q) L kn L LJ.J "O Q) O 0 -0 U) (� L Q) C a3 (j V�/ V U O O U V Q) 'Q C ,� N p U ,L ._ C� s` �• O `~ v O i O `� �_ L �_ � p_ i c m > rd �_ ra }' ra O Q) -Q 0— }' O ra `� Q} N a. ra .� s_ ru 'M r0 >` ( � ca r-, _ E � 0 V = Q) -0 N O -v -) C •a_, (3 p s= p O -U � O_ � � L >. I_ O O L — '� O N O �' � fl-1 C rn O U -e C a. O- L J i Q) Q) L o �, cn O L L O Ul Q ra .0 O_ N U �i� �0 O L O O U 0 U �U M 0 L N •�� L ra Q) ra p ru M N (/� Q Cn J Ln Ln z L O QI U �I(� � ,N� U J Q U (n D I L u U = (n 1 Page 103 of 168 Agenda Item # can j U- w w U w z U- z z w z w w z w LL z U- w 70 L � W U. (h W W z z W z W z z z z z z z z z � z r co Ln ,--i T--i N M N N M N T--i �A (n U) (n Cn U) U) (n Cn U) 0 U) Cn U) U) U) Cn Cn U) U) U) U) 0 _ M M ,--i N M M �--i M u1 1 N N M N N N N Ln co 110 -61 .E !�fo ru cn .X U 4 to i m E •L ru 0 O L U . V N Q i O Z •� i '� o a� 0 0 C o 2 > cv 2 ru cA ru 00 aJ E Ln ° o M c � .� � .,., ry aJ U i -Q i cp ry Un cna) pw V � o Q) � � o o � m .� v � � � c oL � o o ° (} ��IN��QL 4-' N � � O 7 v a •L soo o -j � ' -o ° � U�U v, �Uc-- 'Mo C � U � �a � � V a) cn � .�,r a E O ° � OO -' OL .N e ra ru ru � +c�n` rO w Ou Q U rn U U o 4 Qa = r = U c o. U aa}C� U) Page 104 of 168 Agenda Item # L O L -0`4 O U � O— 0 ru �_ cz cn — d1 aJ C__0 (n U O N N z w z z w w z w z w o +, ca t C 4-J fu o .ur)� -0 O a j,_, �O 0 z O L- C r . z w z V z z z z w 0 � Z) _0fl, 0 O U) cri U) 'uA > N _ U ru O (n � — Cn i .> O p O p rq CIO L. p -W (1• V) U) C U 4O � 5 M .--1 rn M N ,-A fr) .--A N .--1 •� _0 Cn U) U) U) Cn U) U) U) Cn U') � .� O> E Q O L N L Ln a-- L � O i � C O fu 4-J a..� O L. O N ja a-J L U N O U O > :�:! C >. i (V .-A L M Ln M N M M Ln N O ,_, M .-A Ln Ln M N N r- Z Q •— C� L � 0 O N O U O C � � C L U (n d C V) E O L V) N L O -O O Qj D +� Cn C O �O O � O E 4- C E Ln V O -0 0 0)� U N M C C Q N O •N O Ln O C O 4-J N Q) O C N L V) :3 fU f O -0Q V O fz _0 a) L L u L a'., 00 O L 'a O L` (n M C > O N 4-d > N f6 •C L U) fu O •v O" V V)2 0) 0kT- L. ru O L C N Q) •� O _O p L �•U Q � � ateJ cn ~ a) � _ z L 4-1 a..J L.L ru U') O EA — z ) � = °' 0 v M U a) _ U L � O E O (a O p O N cn — p (0 LL Ln V O L M N C _0 � V) — O v 4-j E a- v M j M N L 01� O_ i _-0 -0 O N M Ln kn (d •� � _� O L N ate+ V C N M U O i U DC r -FO 0 r: E i 0 a� ro a--� U O C L a..+ C � O 0 � d1 E M O N C C O ru O fl. _ _ N a."' N O c� ,aj O' LZ � L ,� Ln L 'a O N �' �- r6 V w _ O p ull � (� N 0 O � O 0 L ra Z (6 C_E p O cn (� >, 0 U > L O (�d � -Q � � �_ d� � O 0- 0) N C .� M rp O M O (O (Q (a N M 0 M �� N v O N 0 01 O' 0 LD � � � � .N � fl.'a � 'V -C � � 'O V � L � M 0- � cn L >� � L � L O a ,L � L L Q) a--� O 0 0 O C 0 0 ., D O U v Q) O 0 M � O � O .� -W O _ � Q.I+� �U- c DC LL Cn cn to L -0 kz LL F-Z LL 0 O C 4 J +j IN Page 105 of 168 Agenda Item # K iM ]ley)))Horn Page 5 APPENDIX B - PHOTOGRAPHIC LOG kimley-horn.com 1920 Wekiva Way, Suite 200, West Palm Beach, FL 33411 561 8450665 Page 106 of 168 _ f ti - r . , v r , da Item # Ar Photo 1 — Representative photo of the project site. ro, ul�r+ ��'r•'` 4 i r s' r !IRV AX .- >• � -s.. ';�.lPL'+�k:;� 'fl' r* �.v < 4a;:�, - � rai } = t"+ � �i rx� ,d.w. ��d' Y �$ '] �y' S ik, vt- .::1 µ �• �F f � �.r SI'aR+!' � si. ,;py ; ,A, - ;1 r,',_r-tom..t�^s _ -.,:. ._-, :� r�� .i'. -•,rep s-w .> ♦ }€ �"2ci.'�..5 r - ,& J r' 1 y _ � 4 - ,r ri - x k F f _ , „ , ,v "W a Photo 2 — Representative photo of the project site. PHOTOGRAPHIC LOG Kiin ey)))Horn ©2023 Kimley-Horn and Associates, Inc. Remembrance Park 1920 Wekiva Way Suite 200 Palm Beach County,Florida West Palm Beach, FL 33411 561 8450665 www.kimley-hom.com SCALE:NTS PROJECT NO 040097042 DATE AUGUST 2023 PAGE 1 age o 68 f? C ,: 7 a � , , Arda Item vw� ' - _. � �: a. .fit r• ,. • s. „ .- Photo 3 — Representative photo of the project site. All w �._-... f�,r...a,.:.., .�.,..,c- •�`S .- -r-.,F' _ ,.,Ma _- hr:. _ 15 d ' .i ti+1T '.%h Y... • '- . ,. �v4.r�r.aiY'v'J* .. _ .. �,..'� �, ' �}��* `a's,t c,ra�_.�_x-'.:-. r a, Photo 4 — Representative photo of the project site. PHOTOGRAPHIC LOG Kiin ey)))Horn ©2023 Kimley-Horn and Associates, Inc. Remembrance Park 1920 Wekiva Way Suite 200 Palm Beach County,Florida West Palm Beach, FL 33411 561 8450665 www.kimley-hom.com SCALE:NTS PROJECT NO 040097042 DATE AUGUST 2023 PAGE 2 age o 68 , I_ ne; i li 4 . III ° , y y : da Item .17 104 a. U i d v,° &„ M1• , �A,rk'� tt°'-+r'r4 3 t r4�,r ira A b _ .. Q`• _ =r' P:4�Yf;•%;AAi Photo 5 — Representative photo of the project site. I i r II 'y II II - k f,I I I r a.a Y� P F ♦ '� n'a4 ', rt° A. 4 w• i a+' Or} t } y �< i.#.• �r tea F{j ar ry• � +' x :tow Photo 6 — Representative photo of the project site. Kimley)))Horn PHOTOGRAPHIC LOG ©2023 Kimley-Horn and Associates, Inc. Remembrance Park Ar 1920 Wekiva Way Suite 200 Palm Beach County,Florida West Palm Beach, FL 33411 561 8450665 www.kimley-hom.com SCALE:NTS PROJECT NO 040097042 DATE AUGUST 2023 PAGE 3 age o16o ¢{I y 4 � T I� S. 7 . r 'IS7�`s f �y � z yy, Arda Item 14 Photo 7 — Representative photo of the project site. Kim e )))Horn PHOTOGRAPHIC LOG ©2023 Kimley-Horn and Associates, Inc. Remembrance Park 1920 Wekiva Way Suite 200 Palm Beach County,Florida West Palm Beach, FL 33411 561 8450665 www.kimley-hom.com SCALE:NTS PROJECT NO 040097042 DATE AUGUST 2023 PAGE 4 age OT 00 Agenda Item # K'i ley)))Horn Drainage Statement September 8, 2023 SUBJECT: Tequesta Remembrance Park 483 Seabrook Road, Tequesta, FL KHA File No. 040097042 PROJECT AREA: 1.758 acres INTRODUCTION: This analysis is intended to provide a summary of the pre-and post-conditions related to the proposed site development of a vacant site, located off Seabrook Rd in the Village of Tequesta. The proposed development consists of a public park and associated infrastructure. A pre-development vs. post- development analysis for water quality was performed to determine the need for additional water quality storage and treatment. Please see Appendix A for the Location Map of the Site. EXISTING CONDITIONS: The site currently has no permit active and is located off Seabrook Rd in the Village of Tequesta. The 1.758-acre parcel is vacant and cleared. There are various existing concrete pads and blocks on the property. The parcel currently retains the majority of water on site, by percolating through the permeable existing sandy soil. All runoff for the current driveway and right-of-way is conveyed into an existing swale, running along the West side of Seabrook Rd. PROPOSED CONDITIONS: The post development will consist of 402 SF of Gazebo space, 6 parking stalls and approximately 10,000SF of aggregate sidewalk walkway. A summary of the Pre-Development and Post-development land use for the proposed project is below: Parameter Conceptual ac. Post Development ac. Pervious Area 1.73 1.35 Impervious Area 0.03 0.40 Building Area 0 0.01 Total 1.76 1.76 Based on the area breakdowns above, the post development impervious area is proposed to increase by 0.37 AC. This impervious area increase is being mitigated for by the addition of 210 LF of exfiltration trench. The proposed exfiltration trench provides 0.59 AC-FT of treatment, exceeding the required Page 111 of 168 Agenda Item # K'I lev)))Horn Page 2 amount. Dry pretreatment, complying with current SFWMD standards, has also been accounted for and is provided in the exfiltration trench. The Village of Tequesta Stormwater Management Practices Manual states the 25 Year—24 Hour storm event shall be used as the basis of estimating the availibity of capacity and demand generated by a proposed development project. The proposed stormwater system provides adequate storage to retain the 25 Year—24 Hour Storm Event, with a max stage of 5.22'. The lowest boundary elevation on site is 6.251, thus the required 95% stormwater runoff retention rate for the 25 Year—24 Hour storm event is maintained. The proposed peak discharge rate for the design storm will be a reduction from the existing condition. The required 0.59 AC-FT of treatment, required from Nutrient Loading calculations,will be provided by the addition of exfiltration trench in the proposed stormwater management treatment system. The proposed treatment will result in a net improvement in nutrient loads. The 100 year — 72 hour storm event is intended to outfall from the Northwest corner of the site and follow the field observed flow path to the dry retention pond Northwest of the site. CONCLUSION: The proposed increase in impervious area is being mitigated by the addition of a Stormwater system including Exfiltration Trench, which allows for water quality and water quantity requirements to be met by both SFWMD and the Village of Tequesta. The Village of Tequesta Stormwater Management Practices Manual adopted 25 Year—24 Hour storm event is retained on site. The proposed stormwater system will maintain the 95% runoff retention rate set by the 25 Year—24 Hour storm event, as indicated in the Village of Tequesta Stormwater Management Practices Manual. The proposed stormwater design demonstrates an improvement in nutrient loads. Sincerely, Kimley-Horn and Associates, Inc. �` Q�. '•\,\GENS'F No. 83357 Digitally signed by Jacob B Lawson _ • DN:CN=Jacob B Lawson, Jacob B Lawson O=KIMILEY-HORN ifier AND ASSOCIATES INC.,C=US1 • Date:2023.09.0810:49:40-04'00' Jacob B. La on, P.E. 41j Associate/Project Manager O•�•.•• STATE OF .• �` i ••;c�ORIDP Florida Registration No. 83357 ��S .... THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JACOB B.LAWSON,P.E.ON 09/08/2023 USING A DIGITAL SIGNATURE.PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. kimley-horn.com445 24th Street, - 200,Vero Beach, FL 32960 7727944100 Page 112 of 168 Agenda Item # K'i ley)))Horn Page 3 APPENDICES Page 113 of 168 Agenda Item # K'i ley)))Horn Page 4 APPENDIX A LOCATION MAP Page 114 of 168 "v �F�' • ocation map IRMO OWN c, O WA It 44 N'Riversrdei �, : dl jo� `jam , ~• I 4 ,'� op Lit, 40 144 41%,1 •' � r. `! ire► - �i�i ' '► �. "� o J 1 Seabrook ,Ra aa w r T Site Limits daft as r + � � estwoo�A��v '_� P _ � � • ,� r � Agenda Item # K'i ley)))Horn Page 5 APPEND I X B Treatment & Water Quality Calculations Page 116 of 168 Agenda Item # Summary Treatment Report Version: 4.3.5 Project:Rememberance Park Analysis Type:Net Date:9/7/2023 Improvement BMP Types: Routing Summary Catchment 1-Q Catchment 1 Routed to Outlet Exfiltration Trench Based on%removal values to the nearest percent Total nitrogen target removal met?Yes Total phosphorus target removal met?Yes Summary Report Nitrogen Surface Water Discharge Total N pre load .4 kg/yr Total N post load .49 kg/yr Target N load reduction 19% Target N discharge load .4 kg/yr Percent N load reduction 82% Provided N discharge load .09 kg/yr .2 lb/yr Provided N load removed .4 kg/yr .88 lb/yr Phosphorus Surface Water Discharge Total P pre load .018 kg/yr Total P post load .022 kg/yr Target P load reduction 19% Target P discharge load .018 kg/yr Percent P load reduction 82% Provided P discharge load .004 kg/yr .01 lb/yr Provided P load removed .018 kg/yr .04 lb/yr Page 117 of 168 Pre-Development Curve Number Aa TR-55%nnc, Meth" *IIog re - it s 1 1 1 CN x Site Description Area SF Area AC %of Total Surface ICN I Area Impervious Pavement 1,401 0.03 1.83% 98 1.79 Building 0.00 0.00% 98 0.00 0 0.00 0.00% 98 0.00 Water Surface 0 0.00 0.00% 98 0.00 Impervious Total= 1,401 0.03 Pervious 2 Group A 75,2651 1.731 98.17%O en,Good 1 49 1 48.10 Total Area= 76,666 1.76 100.00% CN= 49.90 Total Pavement= 1,401 0.03 1.83% 98 1.79 Total Building= 0 0.00 0.00% 98 0.00 Total Fenced Building Enclosure 0 0.00 0.00% 98 0.00 Total Water Surface= 0 0.00 0.00% 98 0.00 Total Pervious= 75,265 1.73 98.17% 49 48.10 Total Project Area= 76,666 1.76 100.00% CN= 49.00 Page 118 of 168 Agenda Item # Time of Concentration Basin: 1 Computed by: JH Date: 8/24/2023 BASIN 1 Segment ID Sheet Flow 1 - 1. Surface Description(Table 3-1) Woods - TR-55 2. Manning's roughness coeff.,n(Table 3-1) 0.4 TR-55 3. Flow Length,L(total<=300 ft)(feet) 300 4. 2-year 24-hour rainfall,P2(inches) 5.75 FDOT IDF Curve 5. Land slope,s (ft/ft) 0.00233 Sub-total 6. Tt=(0.007*(nL)AO.8)/((P2^0.5)*(SAO.4)) (hr) 1.52 1.52 Segment ID Shallow Concentrated Flow 2 7. Surface description(paved or unpaved) unpaved 8. Flow length,L (feet) 230 9. Watercourse slope,s (ft/ft) 0.0023 10. Average velocity,V(TR-55 figure 3-1) (ft/s) 0.78 Sub-total 11. Tt=(L/(3600*V) (hr) 0.08 0.08 Total Total 20. Total Tc (hr) 1.60 hrs 21. Total Tc (min) 96.08 mins Use 96 min Notes: 1. Methodology used in calculating Time of Concentration is as specified in US Department of Agriculture Technical Release 55,June 1986 Page 119 of 168 Post-Development Curve Number A T t ftt1JSAol Ciditions APPENDIX B CN x Area( Site Description Area SF Area AC %of Total Surface CN Im ervious Pavement 17,484 0.40 22.81% 98 22.35 Building bottom floors 402 0.01 0.52% 98 0.51 0.00 0.00% 98 0.00 0 0.00 0.00% 98 0.00 Water Surface i 01 0.001 0.00%1 1 98 1 0.00 Impervious Total=1 17,8861 0.41 Pervious Group A 58,7801 1.351 76.67%1 Open,Good 1 39 1 29.90 Total Area= 76,666 1.76 100.00% CN= 52.76 Total Area= 76,666 1.76 100.00% Total Pavement= 17,484 0.40 22.81% 98 22.35 Total Building= 402 0.01 0.52% 98 0.51 Total Fenced Building Enclosure= 0 0.00 0.00% 98 0.00 Total Water Surface= 0 0.00 0.00% 98 0.00 Total Pervious= 58,780 1.35 76.67% 39 29.90 Total Project Area= 76,666 1.76 100.00% CN= 52.76 This document was created by an application that isn't licensed to use novaPDF. Purchase a license to generate PDF files without this notice. Page 120 of 168 Agenda Item # Time of Concentration Basin: Compu JH Date: 8/24/2023 Segment ID Sheet Flow 1 - 1. Surface Description(Table 3-1) paved - TR-55 2. Manning's roughness coeff.,n(Table 3-1) 0.011 TR-55 3. Flow Length,L(total<=300 ft)(feet) 50 4. 2-year 24-hour rainfall,P2(inches) 5.75 FDOT Fig.5-13 5. Land slope,s (ft/ft) 0.0146 Sub-total 6. Tt=(0.007*(nL)"0.8)/((P2^0.5)*(SAO.4)) (hr) 0.01 0.01 Segment ID Shallow Concentrated Flow 2 7. Surface description(paved or unpaved) Paved 8. Flow length,L (feet) 55 9. Watercourse slope,s (ft/ft) 0.007 10. Average velocity,V(TR-55 figure 3-1) (ft/s) 1.74 Sub-total 11. Tt=(L/(3600*V) (hr) 0.0088 0.0088 Segment ID Channel Flow 1 2 3 12. Cross section flow area,a(ft) 1.8 3.1 13. Wetted perimeter,Pw (ft) 4.7 6.3 14. Hydraulic radius,r=a/Pw (ft) 0.38 1 0.50 15. Channel slope,s (ft/ft) 0.001 0.001 16. Manning/s roughness coeff.,n 0.025 0.025 17. V=(1.49*(r213)*(s'/2))/n (ft/s) 0.98 1.19 Sub-total 18. Flow length,L (ft) 120 270.0 19. Tt=(L/3600*V) (hr) 0.043 0.028 0.071 RADIUS(FT) 0.75 1.00 Diameter(in) 18.0 24.0 Total Total 20. Total Tc (hr) 0.09 21. Total Tc (min) 5.4 Use 5 mins Notes: 1. Methodology used in calculating Time of Concentration is as specified in US Department of Agriculture Technical Release 55,June 1986 Page 121 of 168 Agenda Item # Pre-Development Runoff Volume Calculator Based on the Soil Conservation Service Technical Release 55 Urban Hydrology for Small Watersheds,June 1986 Project Name: Tequesta Project Number: 40097042 Calculated By: Jonny Harris Calculated Date: 8/24/2023 �Eq.241 S=1000 - 10 E.2-3 CN (P+us) SFWMD 5 Year 24 Hour 10 Year 24 Hour INPUT: INPUT: P=Rainfall Depth: 7.55 inches P=Rainfall Depth: 9.23 inches CN=Curve Number: 49.00 NOAA CN=Curve Number: 49.00 NOAA A=Basin Area: 1.76 acres A=Basin Area: 1.76 acres S=Potential Maximum Retention 10.41 S=Potential Maximum Retention 10.41 After Runoff Begins: After Runoff Begins: Q=Runoff: 1.88 inches= 0.16 feet Q=Runoff: 2.91 inches= 0.24 feet OUTPUT: OUTPUT: V=Runoff Volume: 0.28 acre-feet V=Runoff Volume: 0.43 acre-feet 25 Year 72 Hour 100 Year 72 Hour INPUT: INPUT: P=Rainfall Depth: 13.40 inches P=Rainfall Depth: 18.30 inches CN=Curve Number: 49.00 NOAA CN=Curve Number: 49.00 NOAA A=Basin Area: 1.76 acres A=Basin Area: 1.76 acres S=Potential Maximum Retention 10.41 S=Potential Maximum Retention 10.41 After Runoff Begins: After Runoff Begins: Q=Runoff: 5.90 inches= 0.49 feet Q=Runoff: 9.88 inches= 0.82 feet OUTPUT: OUTPUT: V=Runoff Volume: 0.86 acre-feet V=Runoff Volume: 1.45 acre-feet 100 Year 24 Hour 3 Year 24 Hour INPUT: INPUT: P=Rainfall Depth: 16.10 inches P=Rainfall Depth: 6.63 inches CN=Curve Number: 49.00 NOAA CN=Curve Number: 49.00 NOAA A=Basin Area: 1.76 acres A=Basin Area: 1.76 acres S=Potential Maximum Retention 10.41 S=Potential Maximum Retention 10.41 After Runoff Begins: After Runoff Begins: Q=Runoff: 8.05 inches= 0.67 feet Q=Runoff: 1.38 inches= 0.12 feet OUTPUT: OUTPUT: V=Runoff Volume: 1.18 acre-feet V=Runofif Volume: 0.20 acre-feet Page 122 of 168 Agenda Item # Post-Development Runoff Volume Calculator Based on the Soil Conservation Service Technical Release 55 Urban Hydrology for Small Watersheds,June 1986 Project Name: Tequesta Project Number: 40097042 Calculated By: Jonny Harris Calculated Date: 8/24/2023 [Eq.2-4] S=1000 - 10 CN [Eq.2-3] Q= P-0.2S 2 (P+0.8S) SFWMD 5 Year 24 Hour 10 Year 24 Hour INPUT: INPUT: P=Rainfall Depth: 7.57 inches P=Rainfall Depth: 9.26 inches CN=Curve Number: 52.76 NOAA CN=Curve Number: 52.76 NOAA A=Basin Area: 1.76 acres A=Basin Area: 1.76 acres S=Potential Maximum S=Potential Retention After Runoff 8.95 Maximum Retention 8.95 Begins: After Runoff Begins: Q=Runoff: 2.27 inches= 0.19 feet Q=Runoff: 3.40 inches= 0.28 feet OUTPUT: OUTPUT: V=Runoff Volume: 0.33 acre-feet V=Runoff Volume: 0.50 acre-feet 25 Year 72 Hour 25 Year 24 Hour INPUT: INPUT: P=Rainfall Depth: 13.50 inches P=Rainfall Depth: 11.8 inches NOAA CN=Curve Number: 52.76 NOAA CN=Curve Number: 52.76 A=Basin Area: 1.76 acres A=Basin Area: 1.76 acres S=Potential Maximum Retention After Runoff 8.95 Begins: S=Potential Maximum 8.952 Q=Runoff: 6.64 inches= 0.55 feet Q=Runoff: 5.284 inches= 0.44032 feet OUTPUT: OUTPUT: V=Runoff Volume: 0.97 acre-feet V=Runoff Volume: 0.775 acre-feet 100 Year 24 Hour 100 Year 72 Hour INPUT: INPUT: P=Rainfall Depth: 16.10 inches P=Rainfall Depth: 18.30 inches CN=Curve Number: 52.76 NOAA CN=Curve Number: 52.76 A=Basin Area: 1.76 acres A=Basin Area: 1.76 acres NOAA S=Potential Maximum S=Potential Retention After Runoff 8.95 Maximum Retention 8.95 Begins: After Runoff Begins: Q=Runoff: 8.80 inches= 0.73 feet Q=Runoff: 10.70 inches= 0.89 feet OUTPUT: OUTPUT: V=Runoff Volume: 1.29 acre-feet V=Runoff Volume: 1.57 acre-feet 3 Year 24 Hour INPUT: P=Rainfall Depth: 6.63 inches NOAA CN=Curve Number: 52.76 A=Basin Area: 1.76 acres S=Potential Maximum Retention After Runoff 8.95 Begins: Q=Runoff: 1.70 inches= 0.14 feet OUTPUT: V=Runoff Volume: 0.25 acre-feet Page 123 of 168 Agenda Item # PRE-TREATMENT Required Pre-Treatment provided Basin Area (0.5 in over Impervious Treatment Type of Pre-Treatment Provided Area) (ac) (ac-ft) (ac-ft) SITE 1.76 0.073 0.59 Exfiltration WATER QUALITY TREATMENT Site Area(ac) 1.76 Building Area*(ac) 0.01 Water Surface(ac) 0.00 Impervious Area(ac) 0.40 Pervious Area(ac) 1.35 Site Area for Water Quality=Site Area-Water Surface 1.76 Site Area for Water Quality-Pervious= 0.41 Percentage Impervious for Water Quality= 23.3% 1"x Site Area(ac-ft)-SFWMD 0.15 2.5"x Percentage Impervious for Water Quality(ac-ft)-SFWMD 0.09 2.5"Results x 1.25 Factor of Safety 0.11 4.00"x Site Area(ac-ft)-Nutrient Loading 0.59 Treatment for the Site(ac-ft) 0.59 Treatment Provided(ac-ft) 0.59 This document was created by an application that isn't licensed to use novaPDF. Purchase a license to generate PDF files without this notice. Page 124 of 168 Agenda Item # Pre Development Site Storage Volume Date 9/7/2023 By: JH ALL ELEVATIONS LISTED IN NAVD'88 APPENDIX A BASIN 1 TOTAL ONSITE Note assume linear site storage between low and high elevation and vertical storage above high clev. Control Elevation= 2.41 Control Elevation= 2.41 High Elevation= 11.47 Finished Floor Elevatioi 11.47 Area at Control Elevati,0.00000 Area at Control Elevati(0.00000 Area at Top of Bank= 1.76 Area at Top of Bank= 1.76 Building Area= 0.00 Building Area= 0.00 Total Total Total Total Total Total Additional Area at Control Site Area at Suld-Ares Elevation Top of Bank Sti Low El. 4.52 4.52 Site Site Site Low El. Site High El. 4.53 11.47 Storage Storage Storage Storage High El. Storage Storage Area(ftA2) 0 76666 Are.(ftA2) Area(acres) 0.00000 1.76 Area(acres) Stage Lin- v.q. Linear V.q. Stag. 7777- (NAVE) St., Stor. Stor. Star. (NAVD) (soft) (ac) (ac) (.o) (NAv.) (ac) (ac-ft) 4.52 0.0000 0.0000 0.0000 0.0000 4.52 0.0000 0.00 0.00 0.00 4.52 0.00 0.0000 4.62 0.0000 0.0000 0.0013 0.0000 4.62 0.0013 0.00 0.03 0.03 4.62 0.03 0.0013 4.72 0.0000 0.0000 0.0051 0.0000 4.72 0.0051 0.00 0.03 0.05 4.72 0.05 0.0051 4.82 0.0000 0.0000 0.0114 0.0000 4.82 0.0114 0.00 0.03 0.08 4.82 0.08 0.0114 4.92 0.0000 1 0.0000 0.0203 1 0.0000 4.92 0.0203 0.00 0.03 0.10 4.92 0.10 0.0203 5.02 0.0000 01 0.0317 0.0000 5.02 0.0317 0.00 0.03 0.13 5.02 0.13 0.0317 5.12 0.0000 0.0000 0.0456 0.0000 5.12 0.0456 0.00 0.03 0.15 5.12 0.15 0.0456 5.22 0.0000 0.0000 0.0620 0.0000 5.22 0.0620 0.00 0.03 0.18 5.22 0.18 0.0620 5.32 0.0000 0.0000 0.0810 0.0000 5.32 0.0810 0.00 0.03 0.20 5.32 0.20 0.0810 5.42 0.0000 0.0000 0.1026 0.0000 5.42 0.1026 0.00 0.03 0.23 5.42 0.23 0.1026 5.52 (1 000 0.0000 0.1266 0.0000 5.52 0.1266 0.00 0.03 0.25 5.52 0.25 0.1266 5.62 0.0000 0.0000 0.1532 0.0000 5.62 0.1532 0.00 0.03 0.28 5.62 0.28 0.1532 5.72 0.0000 0.0000 0.1823 0.0000 5.72 0.1823 0.00 0.03 0.30 5.72 0.30 0.1823 5.82 0.0000 0.0000 0.2140 0.0000 5.82 0.2140 0.00 0.03 0.33 5.82 0.33 0.2140 5.92 0.0000 0.0000 0.2482 0.0000 5.92 0.2482 0.00 0.03 0.35 5.92 0.35 0.2482 6.D2 0.0000 0.0000 0.2849 0.0000 6.02 0.2849 0.00 0.03 0.38 6.02 0.38 0.2849 6.12 0.0000 0.0000 0.3241 0.0000 6.12 0.3241 0.00 0.03 0.41 6.12 0.41 0.3241 6.22 0.0000 0.0000 0.3659 0.0000 6.22 0.3659 0.00 0.03 0.43 6.22 0.43 0.3659 6.32 0.0000 0.0000 0.4102 0.0000 6.32 0.4102 0.00 0.03 0.46 6.32 0.46 0.4102 6.42 0.0000 0.0000 0.4571 0.0000 6.42 0.4571 0.00 0.03 0.48 6.42 0.48 0.4571 6.52 0.0000 0.0000 0.5065 0.0000 6.52 0.5D65 0.00 0.03 0.51 6.52 0.51 0.5065 6.62 0.0000 0.0000 0.5584 0.0000 6.62 0.5584 0.00 0.03 0.53 6.62 0.53 0.5584 6.72 0.0000 0.0000 0.6128 0.0000 6.72 0.6128 0.00 0.03 0.56 6.72 0.56 0.6128 6.82 0.0000 0.0000 0.6698 0.0000 6.82 0.6698 0.00 0.03 0.58 6.82 0.58 0.6698 6.92 D..000 0.0000 0.7293 0.0000 6.92 0.7293 0.00 0.00 0.58 6.92 0.58 0.7293 7.02 0.0000 0.0000 0.7914 0.0000 7.02 0.7914 0.00 0.03 0.61 7.02 0.61 0.7914 7.12 0.0000 0.0000 0.8559 0.0000 7.12 0.8559 0.00 0.03 0.63 7.12 0.63 0.8559 7.22 0.0000 0.0000 0.9231 0.0000 7.22 0.9231 0.00 0.03 0.66 7.22 0.66 0.9231 7.32 0.0000 0.0000 0.9927 0.0000 7.32 0.9927 0.00 0.03 0.68 7.32 0.68 1 0.9927 7.42 0.0000 0.0000 1.0649 0.0000 7.42 1.0649 0.00 0.03 0.71 7.42 0.71 1.0649 7.52 0.0000 0.0000 1.1396 0.0000 7.52 1.1396 0.00 0.03 0.73 7.52 0.73 1.1396 7.62 0.0000 0.0000 1.2168 0.0000 7.62 1.2168 0.00 0.03 0.76 7.62 0.76 1.2168 7.72 0.0000 0.0000 1.2966 0.0000 7.72 1.2966 0.00 0.03 0.79 7.72 0.79 1.2966 7.82 0.0000 0.0000 1.3789 0.0000 7.82 1.3789 0.00 0.03 0.81 7.82 0.81 1.3789 7.92 0.0000 0.0000 1.4637 0.0000 7.92 1.4637 0.00 0.03 0.84 7.92 0.84 1.4637 8.02 0.0000 0.0000 1.5511 0.0000 8.02 1.5511 0.00 0.03 0.86 8.02 0.86 1.5511 8.12 0.0000 0.0000 1.6410 0.0000 8.12 1.6410 0.00 0.03 0.89 8.12 0.89 1.6410 8.22 0.0000 0.0000 1.7334 0.0000 8.22 1.7334 0.00 0.03 0.91 8.22 0.91 1.7334 8.32 0.0000 0.0000 1.8284 0.0000 8.32 1.8284 0.00 0.03 0.94 8.32 0.94 1.8284 8.42 0.0000 0.0000 1.9259 0.0000 8.42 1.9259 0.00 0.03 0.96 8.42 0.96 1.9259 8.52 0.0000 0.0000 2.0259 0.0000 8.52 2.0259 0.00 0.03 0.99 8.52 0.99 2.0259 8.62 0.0000 0.0000 2.1285 0.0000 8.62 2.1285 0.00 0.03 1.01 8.62 1.01 2.1285 8.72 0.0000 0.0000 2.2336 0.0000 8.72 2.2336 0.00 0.03 1.04 8.72 1.04 2.2336 8.82 0.0000 0.0000 2.3412 0.0000 8.82 2.3412 0.00 0.03 1.06 8.82 1.06 2.3412 8.92 0.0000 0.0000 2.4514 0.0000 8.92 2.4514 0.00 0.03 1.09 8.92 1.09 2.4514 9.02 0.0000 0.0000 2.5640 0.0000 9.02 2.5640 0.00 0.03 1.11 9.02 1.11 2.5640 9.12 0.0000 0.0000 2.6793 0.0000 9.12 2.6793 0.00 0.03 1.14 9.12 1.14 2.6793 9.22 0.0000 0.0000 2.7970 0.0000 9.22 2.7970 0.00 0.03 1.16 9.22 1.16 2.7970 9.32 0.0000 0.0000 2.9173 0.0000 9.32 2.9173 0.00 0.03 1.19 9.32 1.19 2.9173 9.42 0.0000 0.0000 3.0401 0.0000 9.42 3.0401 0.00 0.03 1.22 9.42 1.22 3.0401 9.52 0.0000 0.0000 3.1655 0.0000 9.52 3.1655 0.00 0.03 1.24 9.52 1.24 3.1655 9.62 D..000 0.0000 3.2934 0.0000 9.62 3.2934 0.00 0.03 1.27 9.62 1.27 3.2934 9.72 0.0000 0.0000 3.4238 0.0000 9.72 3.4238 0.00 0.03 1.29 9.72 1.29 3.4238 9.82 0.0000 0.0000 3.5567 0.0000 9.82 3.5567 0.00 0.03 1.32 9.82 1.32 3.5567 9.92 0.0000 0.0000 3.6922 0.0000 9.92 3.6922 0.00 0.03 1.34 9.92 1.34 3.6922 10.02 0.0000 0.0000 3.8302 0.0000 10.02 3.8302 0.00 0.03 1.37 10.02 1.37 3.8302 10.12 Moro 0.0000 3.9708 0.0000 10.12 3.9708 0.00 0.03 1.39 10.12 1.39 3.9708 10.22 0.0000 0.0000 4.1139 0.0000 10.22 4.1139 0.00 0.03 1.42 10.22 1.42 4.1139 10.32 0.0000 0.0000 4.2595 0.0000 10.32 4.2595 0.00 0.03 1.44 10.32 1.44 4.2595 10.42 0.0000 0.0000 4.4076 0.0000 10.42 4.4076 0.00 0.03 1.47 10.42 1.47 4.4076 10.52 0.0000 0.0000 4.5583 0.0000 10.52 4.5583 0.00 0.03 1.49 10.52 1.49 4.5583 10.62 0.0000 0.0000 4.7115 0.0000 10.82 4.7115 0.00 0.03 1.52 10.62 1.52 4.7115 10.72 0.0000 0.0000 4.8672 0.0000 10.72 4.8672 0.00 0.03 1.54 10.72 1.54 4.8672 10.82 0.0000 0.0000 5.0255 0.0000 10.82 5.0255 0.00 0.03 1.57 10.82 1.57 5.0255 10.92 (1 000 0.0000 5.1863 0.0000 10.92 5.1863 0.00 0.03 1.60 10.92 1.60 5.1863 11.02 0.0000 0.0000 5.3497 0.0000 11.02 5.3497 0.00 0.03 1.62 11.02 1.62 5.3497 11.12 0.0000 0.0000 5.6155 0.0000 11.12 5.5155 0.00 0.03 1.65 11.12 1.65 5.5155 11.22 0.0000 0.0000 5.6839 0.0000 11.22 5.6839 0.00 0.03 1.67 11.22 1.67 5.6839 11.32 0.0000 1 0.0000 5.8549 0.0000 11.32 5.8549 0.00 0.03 1.70 11.32 1.70 5.8549 11.42 0.0000 1 0.0000 6.0283 0.0000 11.42 6.0283 0.00 0.03 1.72 11.42 1.72 6.0283 11.52 0.0000 0.0000 6.1160 0.-08-80-T-11,52 6,2040 0.00 0.00 1.72 11.52 1 1.72 1 6.2040 1 T This document was created by an application that isn't licensed to use novaPDF. Purchase a license to generate PDF files without this notice. Page 125 of 168 Agenda Item # Post Development Site Storage Volume Date: 9/8/2023 By: JH ALL ELEVATIONS LISTED IN i APPENDIX B SITE Note assume linear site storage between low and high elevation and vertical storage above high elev. Control Elevation= 2.41 Finished Floor Eleval 8.20 Area at Control 1 0.0000 Area at Top of Bank 1.76 Building Area= 0.01 Total Total Total Total Area at Additional Control Site Area at Sub-Area Elevation Top of Bank Low El. 5.55 5.55 Site Site Site High El. 5.56 8.20 Storage Storage Storage Storage Area(ftA2) 0 76264 Area(acres) 0.00000 1.75078 Stage Linear Vert. Linear Vert. Stage (NAVD) Star. Star. Star. Star. (NAVD) (ac,ft) (ac) (ac) (ac) 2.41 0.0000 0.0000 0.10000 0.0000 2.41 0.0000 0.00 0.00 0.00 2.51 0.0000 0.0000 0.0000 0.0000 2.51 0.0000 0.00 0.00 0.00 2.61 0.0000 0.0000 0.0000 0.0000 2.61 0.0000 0.00 0.00 0.00 2.71 0.0000 0.0000 0.10000 0.0000 2.71 0.0000 0.00 0.00 0.00 2.81 0.0000 0.0000 0.0000 0.0000 2.81 0.0000 0.00 0.00 0.00 2.91 0.0000 0.0000 1 0.0000 0.0000 1 2.91 0.0000 0.00 0.00 0.00 3.01 0.0000 0.0000 0.0000 0.0000 3.01 0.0000 0.00 0.00 0.00 3.11 0.0000 0.0000 0.0000 0.0000 3.11 0.0000 0.00 0.00 0.00 3.21 0.0000 0.0000 0.0000 0.0000 3.21 0.0000 0.00 0.00 0.00 3.31 0.0000 0.0000 0.0000 0.01000 3.31 0.0000 0.00 0.00 0.00 3.41 0.0000 0.0000 0.0000 0.0000 3.41 0.0000 0.00 0.00 0.00 3.51 0.0000 0.0000 0.00(0 0.0000 3.51 0.0000 0.00 0.00 0.00 3.61 0.0000 0.0000 0.0000 0.0000 1 3.61 0.0000 0.00 0.00 0.00 3.71 0.0000 0.0000 0.0000 0.01000 3.71 0.0000 0.00 0.00 0.00 3.81 0.0000 0.0000 0.0000 0.0000 3.81 0.0000 0.00 0.00 0.00 3.91 0.0000 0.0000 0.0000 0.0000 3.91 0.0000 0.00 0.00 0.00 4.01 0.0000 0.0000 0.0000 0.01000 4.01 0.0000 0.00 0.00 0.00 4.11 0.0000 0.0000 0.00(0 0.0000 4.11 0.0000 0.00 0.00 0.00 4.21 0.0000 0.0000 0.0000 0.0000 4.21 0.0000 0.00 0.00 0.00 4.31 0.0000 0.0000 0.0000 1 0.0000 4.31 0.0000 0.00 1 0.00 0.00 4.41 0.0000 0.0000 0.0000 0.0000 4.41 0.0000 0.00 0.00 0.00 4.51 0.0000 0.0000 0.0000 0.0000 4.51 0.0000 0.00 0.00 0.00 4.61 0.0000 0.0000 0.0000 0.0000 4.61 0.0000 0.00 0.00 0.00 4.71 0.0000 0.0000 0.0000 0.0000 4.71 0.0000 0.00 0.00 0.00 4.81 0.0000 0.0000 0.0000 0.0000 4.81 0.0000 0.00 0.00 0.00 4.91 0.0000 0.0000 0.0000 0.0000 4.91 0.0000 0.00 0.00 0.00 5.01 0.000 0.0000 0.0000 0.0000 5.01 0.0000 0.00 0.00 0.00 5.11 0.0000 0.0000 0.0000 0.0000 5.11 0.0000 0.00 0.00 0.00 5.21 0.0000 0.0000 0.0000 0.0000 5.21 0.0000 0.00 0.00 0.00 5.31 0.0000 0.0000 0.0000 0.0000 5.31 0.0000 0.00 0.00 0.00 5.41 01 0.0000 0.0000 0.01000 5.41 0.0000 0.00 0.00 0.00 5.51 0.0000 0.0000 0.0000 0.0000 5.51 0.0000 0.00 0.00 0.00 5.61 0.0000 0.0000 0.0012 0.0000 5.61 0.0012 0.00 1 0.07 0.07 5.71 0.0000 0.0000 0.0085 0.0000 5.71 0.0085 0.00 0.07 0.13 5.81 0.0000 0.0000 0.0223 0.0000 5.81 0.0223 0.00 0.07 0.20 5.91 0.0000 0.0000 0.0428 0.0000 5.91 0.0428 0.00 0.07 0.26 6.01 0.0000 0.0000 0.0699 0.0000 6.01 0.0699 0.00 0.07 0.33 6.11 0.0000 0.0000 0.1036 0.01000 6.11 0.1036 0.00 0.07 0.40 6.21 0.0000 0.0000 0.1439 0.01000 6.21 0.1439 0.00 0.07 0.46 6.31 0.0000 0.0000 0.1908 1 0.0000 6.31 0.1908 0.00 1 0.07 0.53 1 6.41 0.0000 0.0000 0.2443 0.0000 6.41 0.2443 0.00 0.07 0.59 6.51 0.0000 0.0000 0.3044 0.01000 6.51 0.3044 0.00 0.07 0.66 6.61 0.0000 0.0000 0.3712 0.0000 6.61 0.3712 0.00 0.07 0.73 6.71 0.0000 0.0000 0.4445 0.0000 8.71 0.4445 0.00 0.07 0.79 6.81 0.0000 0.0000 0.5244 0.01000 6.81 0.5244 0.00 0.07 0.86 6.91 0.0000 0.0000 0.6110 0.0coo 6.91 0.6110 0.00 0.07 0.92 7.01 0.0000 0.0000 0.7041 0.0000 7.01 0.7041 0.00 0.07 0.99 7.11 0.0()00 0.0000 0.8039 0.0000 7.11 0.8039 0.00 0.07 1.06 7.21 0.0000 0.0000 0.9103 0.0000 7.21 0.9103 0.00 0.017 1.12 7.31 0.0000 0.0000 1.0232 0.0000 7.31 1.0232 0.00 0.07 1.19 7.41 1 0.0000 0.0000 1.1428 0.0000 7.41 1.1428 0.00 0.07 1.26 7.51 0.0000 0.0000 1.2690 0.0000 7.51 1.2690 0.00 0.07 1.32 7.61 0.0000 0.0000 1.4018 0.0000 7.61 1.4018 0.00 0.07 1.39 7.71 0.0000 0.0000 1.5412 0.0000 7.71 1.5412 0.00 0.07 1.45 7.81 0.0000 0.0000 1.6872 0.0000 7.81 1.6872 0.00 0.07 1.52 7.91 0.0000 0.0000 1.8398 0.0000 7.91 1.8398 0.00 0.07 1.59 8.01 0.0000 0.0000 1.9991 0.0000 8.01 1.9991 0.00 0.07 1.65 8.11 0.0000 0.0000 2.1649 0.0000 8.11 2.1649 0.00 0.07 1.72 8.21 0.0()00 0.0000 2.3198 0.0175 8.21 2.3373 0.00 0.00 1.72 8.31 0.0000 0.0000 2.3198 0.1926 8.31 2.5124 1 0.00 0.00 1.72 This document was created by an application that isn't licensed to use novaPDF. Purchase a license to generate PDF files without this notice. Page 126 of 168 Agenda Item # Exfil 1 (From DS-03-DS-04) Post-Development Esfiltration Trench 1: 60 LF Eafiltration Trench 2: 150 LF Total: 210 LF SFWt1ID/Palm Beach County EXFILTRATION TRENCH CALCULATIONS for SITE Elevation(NAVD) Minimum Grate: 9.00 ft. 9ASE Asphalt/Base Thickness: 9.00 in. 8.25 ft. `SELECiBACKFiII,:12NCHES BACKFILL SelectBackfill: 12.00 in. 7.25 ft. UNSATURATED Pea Gravel Thickness: 6.00 in. 6.75 ft. Ni TRENCH MU�DEPTH PIPE COVER Weir Elevation 7.25 ft. DU Pipe Cover: 6.00 in. 6.25 ft. 121NCNE5 PERFORATED MINIMUM PIPE DIAMETER Pipe Wall Thickness: 0.7.5 in. 6.19 ft. 1 0 - COARSE I INCHE S PIPE BED Pipe Diameter: 1.5.00 in. 4.94 ft. s Pipe Invert: 3.00 ft. :H A''H Seasonal High Water: 2.41 ft. Pipe Bed(Ds): 3.00 ft. -0.59 ft. Trench Bottom -0.59 ft. Required Pre Treatment Minimum for Commercial 0.5 in.over 1.76 acres: 0.1 ac-fir. Maximum Allowed Storage within the Exfiltration Trench 3.28 in.X 1.76 acres: 0.48 ac-fir. K=HVDRAULICCONDUCTIVITV(cfs/ft^2*fthead) K= 0.0004620 _ H2=DEPTH TO WATER TABLE(ft) H2= 4.840 Weir Elevation at H2 7.250 W=WIDTH OF TRENCH(ft) W= 12.000 Du=NON-SATURATED TRENCH DEPTH(ft) Du= 4.840 Ds=SATURATED TRENCH DEPTH(ft) Ds= 3.000 L=LENGTH OF TRENCH L= 60.000 TD=TRENCH DEPTH TD= 7.840 V=VOLUME OF WATER STORED EQUATION USED FOR THIS CALCULATION: r(K*(H2*W+2*H2*Du-Du^2+2*H2*Ds)+1.39E10^(-4)*W*Du) V(acft)= 0.30 The following equations are used to determine the storage of the es&ltration trench. EQ.#1 V=(L)*(K*(H2*W+2*H2*Du-Du^2+2*H2*Ds)+1.39E10^(-4)*W*Du) L(Equation 1)= 3.548711232 EQ.#2 V=(L)*(K*(2*H2*Du-Du^2+2*H2*Ds)+(1.39*10^-4)*W*Du) L(Equation 2)= 1.938733632 IF SATURATED DEPTH OF TRENCH>NON-SATURATED DEPTH OF TRENCH or IF THE TRENCH WIDTH IS>2*TOTAL TRENCH DEPTH This document was created by an application that isn't licensed to use novaPDF. Purchase a license to generate PDF files without this notice. Page 127 of 168 Agenda Item # Exfil 2(From DS-02-DS-03) Post-Development Exfiltration Trench 1: 60 LF Exfiltration Trench 2: 150 LF Total: 210 LF SFWUD/Palm Beach County EXFILTRATION TRENCH CALCULATIONS for SITE Elevation(NAVD) Minimum Grate: 6.90 ft. Asphalt/Base Thickness: 9.00 in. 6.15 ft. `SEIECTBAtI(FiPEAll.�:I2INIM BACKFILL SelectBackfill: 12.00 in. 5.15 ft. UNSATURATED 6 INCHES Pea Gravel Thickness: 6.00 in. 4.65 ft. H2 TRENCH 6yM MS FIRE COVER Weir Elevation 5.15 ft. D. DEPTH 12INCHES PERPORATED Pipe Cover: 6.00 in. 4.15 ft. MINIMUM PIPE DIAMETER Pipe Wall Thickness: 0.75 in. 4.09 ft. D :CaRSE RC_r 12 MMLIMS PIPE BED Pipe Diameter: 15.00 in. 2.84 ft. S Pipe Invert: 3.00 ft. TRENCH WIDTH Seasonal High Water: ft. Pipe Bed(Ds): 2.00 ft. 0.41 ft. Trench Bottom 0.41 ft. Required Pre Treatment Minimum for Commercial 0.5 in.over 1.76 acres: 0.1 ac-t. Maximum Allowed Storage within the Exfiltration Trench 3.28 in.X 1.76 acres: 0.48 ac-t. K=HYDRAULIC CONDUCTIVITY(efs/ft^2*fthead) K= 0.0004620 - H2=DEPTH TO WATER TABLE(ft) H2= 2.740 Weir Elevation at H2 5.150 W=WIDTH OF TRENCH(ft) W= 9.000 Du=NON-SATURATED TRENCH DEPTH(ft) Du= 2.740 Ds=SATURATED TRENCH DEPTH(ft) Ds= 2.000 L=LENGTH OF TRENCH L= 150.000 TD=TRENCH DEPTH TD= 4.740 V=VOLUME OF WATER STORED EQUATION USED FOR THIS CALCULATION: r (K*(H2*W+2*H2*Du-Du^2+2*H2*Ds)+1.39E10^(-4)*W*Du) V(ac ft)= 0.29 The following equations are used to determine the storage of the ex&ltration trench. EQ.#1 V=(L)*(K*(H2*W+2*H2*Du-Du^2+2*H2*Ds)+1.39E10^(-4)*W*Du) L(Equation 1)- 3.50290368 EQ.#2 V=(L)*(K*(2*H2*Du-Du^2+2*H2*Ds)+(1.39*10^-4)*W*Du) L(Equation 2)= 1.79396568 IF SATURATED DEPTH OF TRENCH>NON-SATURATED DEPTH OF TRENCH or IF THE TRENCH WIDTH IS>2*TOTAL TRENCH DEPTH This document was created by an application that isn't licensed to use novaPDF. Purchase a license to generate PDF files without this notice. Page 128 of 168 Agenda Item # K'i ley)))Horn Page 6 APPENDIX C ICPR STAGE STORAGE CALCULATIONS Page 129 of 168 Agenda Item # 1 Simple Basin Runoff Summary[Scenariol] • Wagon •. • • - Basin 1 100YR-24 1.94 12.0000 16.10 8.82 1.7600 52.8 0.00 0.00 HR Basin 1 100YR-72 12.87 59.9500 18.30 10.73 1.7600 52.8 0.00 0.00 HR Basin 1 10YR-24H 0.74 12.0000 9.26 3.41 1.7600 52.8 0.00 0.00 R Basin 1 25YR-24H 1.17 12.0000 11.80 5.30 1.7600 52.8 0.00 0.00 R Basin 1 25YR-72H 8.44 60.0000 13.50 6.65 1.7600 52.8 0.00 0.00 R Basin 1 3YR-24HR 0.35 12.0000 6.63 1.70 1.7600 52.8 0.00 0.00 Basin 1 5YR-24HR 0.49 12.0000 7.57 2.27 1.7600 52.8 0.00 0.00 C:\Users\jonny.harris\Desktop\Tequesta Rememberance Park ICPR\Proposed-Copy\ 9/7/2023 11:02 Page 130 of 168 Agenda Item # 1 Scenario: Scenariol Node: Site Storage Hydrograph Method: NRCS Unit Hydrograph Infiltration Method: Curve Number Time of Concentration: 5.4000 min Max Allowable Q: 0.00 cfs Time Shift: 0.0000 hr Unit Hydrograph: UH484 Peaking Factor: 484.0 Area: 1.7600 ac Curve Number: 52.8 %Impervious: 0.00 %DCIA: 0.00 %Direct: 0.00 Rainfall Name: Comment: Scenario: Scenariol Type: Time/Stage Base Flow: 0.00 cfs Initial Stage: 2.41 ft Warning Stage: 8.20 ft Boundary Stage: 0 0 0 0.0000 2.41 0 0 0 999.0000 2.41 Comment: •.-:Site Storage Scenario: Scenariol Type: Stage/Volume Base Flow: 0.00 cfs Initial Stage: 2.41 ft Warning Stage: 8.20 ft 2.41 0.00 0 2.51 0.01 645 2.61 0.03 1289 2.71 1 0.04 1 1934 C:\Users\jonny.harris\Desktop\Tequesta Rememberance Park ICPR\Proposed-Copy\ 9/7/2023 11:03 Page 131 of 168 Agenda Item # 2 2.81 0.06 2574 2.91 0.07 3219 3.01 0.09 3864 3.11 0.10 4508 3.21 0.12 5153 3.31 0.13 5798 3.41 0.15 6443 3.51 0.16 7083 3.61 0.18 7728 3.71 0.19 8372 3.81 0.21 9017 3.91 0.22 9662 4.01 0.24 10306 4.11 0.25 10951 4.21 0.27 11596 4.31 0.28 12236 4.41 0.30 12881 4.51 0.31 13525 4.61 0.33 14170 4.71 0.34 14815 4.81 0.35 15459 4.91 0.37 16104 5.01 0.38 16744 5.11 0.40 17389 5.21 0.41 18034 5.31 0.43 18679 5.41 0.44 19323 5.51 0.46 19968 5.61 0.47 20665 5.71 0.50 21623 5.81 0.53 22873 5.91 0.56 24407 6.01 0.60 26232 6.11 0.65 28344 6.21 0.71 30745 6.31 0.77 33432 6.41 0.84 36407 6.51 0.90 39025 6.61 0.96 41931 6.71 1.04 45128 6.81 1.12 48609 6.91 1.20 52377 7.01 1.30 56436 7.11 1.40 60784 7.21 1.50 65414 7.31 1.61 70336 7.41 1.73 75546 7.51 1.86 81043 7.61 1.99 86828 C:\Users\jonny.harris\Desktop\Tequesta Rememberance Park ICPR\Proposed-Copy\ 9/7/2023 11:03 Page 132 of 168 Agenda Item # 3 7.71 2.13 92900 7.81 2.28 99259 7.91 2.43 105907 8.01 2.59 112843 8.11 2.76 120066 8.21 2.93 127576 8.31 1 3.10 1 135202 Comment: Scenario: Scenariol Surface Area Option: Vary Based on Stage/Area From Node: Site Storage Table To Node: Groundwater Node Vertical Flow Termination: Horizontal Flow Algorithm Link Count: 1 Perimeter 1: 1093.00 ft Flow Direction: Both Perimeter 2: 1493.00 ft Aquifer Base Elevation: 0.00 ft Perimeter 3: 5093.00 ft Water Table Elevation: 2.41 ft Distance P1 to P2: 50.00 ft Annual Recharge Rate: 0 ipy Distance P2 to PI 500.00 ft Horizontal Conductivity: 45.675 fpd #of Cells P1 to P2: 10 Vertical Conductivity: 45.675 fpd #of Cells P2 to PI 50 Fillable Porosity: 0.250 Layer Thickness: 0.00 ft Comment: • 11 ' Scenario: Scenariol Run Date/Time: 9/7/2023 10:49:29 AM Program Version: ICPR4 4.07.04 Run Mode: Normal Year Month Day Hour[hr] Start Time: 0 0 0 0.0000 End Time: 0 0 0 30.0000 Hydrology[sec] Surface Hydraulics Groundwater[sec] [sec] Min Calculation Time: 60.0000 0.1000 900.0000 Max Calculation Time: 30.0000 C:\Users\jonny.harris\Desktop\Tequesta Rememberance Park ICPR\Proposed-Copy\ 9/7/2023 11:03 Page 133 of 168 Agenda Item # 4 MonthYear Day HourTime Increment 0 0 0 0.0000 15.0000 MonthSurface Hydraulics Year Day Hour[hr] Time Increment[min] 0 0 0 0.0000 15.0000 MonthGroundwater Year D. 0 0 0 0.0000 60.0000 Save Restart: False Resources&Lookup Tables Lookup Tables Rainfall Folder: Boundary Stage Set: Reference ET Folder: Extern Hydrograph Set: Unit Hydrograph Curve Number Set: Folder: Green-Ampt Set: Vertical Layers Set: Impervious Set: Roughness Set: Crop Coef Set: Fillable Porosity Set: Conductivity Set: Leakage Set: Time Marching: SAOR IA Recovery Time: 24.0000 hr Max Iterations: 6 ET for Manual Basins: False Over-Relax Weight 0.5 dec Fact: dZ Tolerance: 0.0010 ft Smp/Man Basin Rain Global Opt: Max dZ: 1.0000 ft OF Region Rain Opt: Global Link Optimizer Tol: 0.0001 ft Rainfall Name: —FDOT-24 Rainfall Amount: 16.10 in Edge Length Option: Automatic Storm Duration: 24.0000 hr Dflt Damping(2D): 0.0050 ft Dflt Damping(1D): 0.0050 ft Min Node Srf Area 100 ft2 Min Node Srf Area 100 ft2 (2D): (1D): C:\Users\jonny.harris\Desktop\Tequesta Rememberance Park ICPR\Proposed-Copy\ 9/7/2023 11:03 Page 134 of 168 Agenda Item # 5 Energy Switch(2D): Energy Energy Switch(1D): Energy Comment: Scenario: Scenarios Run Date/Time: 9/7/2023 10:49:57 AM Program Version: ICPR4 4.07.04 Run Mode: Normal Year Month Day Hour[hr] Start Time: 0 0 0 0.0000 End Time: 0 0 0 80.0000 Hydrology[sec] Surface Hydraulics Groundwater[sec] [sec] Min Calculation Time: 60.0000 0.1000 900.0000 Max Calculation Time: 30.0000 Output ..1111lill. Month r. Increment[mini - 0 10 0 0.0000 1 15.0000 Year Month Hour[hr] o- Increment-W. 0 0 0 0.0000 15.0000 Groundwater Year Month r. . -Increment 0 10 0 0.0000 1 60.0000 Save Restart: False Resources:Lookup Tables Resources Lookup Tables Rainfall Folder: Boundary Stage Set: Reference ET Folder: Extern Hydrograph Set: Unit Hydrograph Curve Number Set: C:\Users\jonny.harris\Desktop\Tequesta Rememberance Park ICPR\Proposed-Copy\ 9/7/2023 11:03 Page 135 of 168 Agenda Item # 6 Folder: Green-Ampt Set: Vertical Layers Set: Impervious Set: Roughness Set: Crop Coef Set: Fillable Porosity Set: Conductivity Set: Leakage Set: Time Marching: SAOR IA Recovery Time: 24.0000 hr Max Iterations: 6 ET for Manual Basins: False Over-Relax Weight 0.5 dec Fact: dZ Tolerance: 0.0010 ft Smp/Man Basin Rain Global Opt: Max dZ: 1.0000 ft OF Region Rain Opt: Global Link Optimizer Tol: 0.0001 ft Rainfall Name: —SFWMD-72 Rainfall Amount: 18.30 in Edge Length Option: Automatic Storm Duration: 72.0000 hr Dflt Damping(2D): 0.0050 ft Dflt Damping(1D): 0.0050 ft Min Node Srf Area 100 ft2 Min Node Srf Area 100 ft2 (2D): (1D): Energy Switch(2D): Energy Energy Switch(1D): Energy Comment: Scenario: Scenariol Run Date/Time: 9/7/2023 10:50:31 AM Program Version: ICPR4 4.07.04 Run Mode: Normal Year Month Day Hour[hr] Start Time: 0 0 0 0.0000 End Time: 0 0 0 30.0000 Hydrology[sec] Surface Hydraulics Groundwater[sec] [sec] Min Calculation Time: 60.0000 0.1000 900.0000 Max Calculation Time: 30.0000 C:\Users\jonny.harris\Desktop\Tequesta Rememberance Park ICPR\Proposed-Copy\ 9/7/2023 11:03 Page 136 of 168 Agenda Item # Output Time Increments Year Month Day Hour -Increment 0 0 0 0.0000 15.0000 MonthSurface Hydraulics Year Day HourTime increment 0 0 0 0.0000 15.0000 Groundwater MonthDay Ho e Increment 0 0 0 0.0000 60.0000 ON RIM Save Restart: False Resources •• .Tables -• Lookup Tables Rainfall Folder: Boundary Stage Set: Reference ET Folder: Extern Hydrograph Set: Unit Hydrograph Curve Number Set: Folder: Green-Ampt Set: Vertical Layers Set: Impervious Set: Roughness Set: Crop Coef Set: Fillable Porosity Set: Conductivity Set: Leakage Set: Tolerances:Options Time Marching: SAOR IA Recovery Time: 24.0000 hr Max Iterations: 6 ET for Manual Basins: False Over-Relax Weight 0.5 dec Fact: dZ Tolerance: 0.0010 ft Smp/Man Basin Rain Global Opt: Max dZ: 1.0000 ft OF Region Rain Opt: Global Link Optimizer Tol: 0.0001 ft Rainfall Name: —FDOT-24 Rainfall Amount: 9.26 in Edge Length Option: Automatic Storm Duration: 24.0000 hr Dflt Damping(2D): 0.0050 ft Dflt Damping(1D): 0.0050 ft C:\Users\jonny.harris\Desktop\Tequesta Rememberance Park ICPR\Proposed-Copy\ 9/7/2023 11:03 Page 137 of 168 Agenda Item # 8 Min Node Srf Area 100 ft2 Min Node Srf Area 100 ft2 (2D): (1D): Energy Switch(2D): Energy Energy Switch(1D): Energy Comment: Simulation:25YR-24HR Scenario: Scenarios Run Date/Time: 9/7/2023 10:50:51 AM Program Version: ICPR4 4.07.04 Run Mode: Normal Year Month Day Hour[hr] Start Time: 0 0 0 0.0000 End Time: 0 0 0 30.0000 Hydrology[sec] Surface Hydraulics Groundwater[sec] [sec] Min Calculation Time: 60.0000 0.1000 900.0000 Max Calculation Time: 30.0000 '-Output Time Increments MonthD. . Time Increment 0 0 0 0.0000 15.0000 MonthSurface Hydraulics Year D. LHour [Time increment[min] 0 0 0 0.0000 15.0000 MonthGroundwater Day 6.Time Increment[min] 0 0 0 0.0000 60.0000 PROOF Save Restart: False Resources&Lookup Tables Lookup Tables Rainfall Folder: Boundary Stage Set: C:\Users\jonny.harris\Desktop\Tequesta Rememberance Park ICPR\Proposed-Copy\ 9/7/2023 11:03 Page 138 of 168 Agenda Item # 9 Reference ET Folder: Extern Hydrograph Set: Unit Hydrograph Curve Number Set: Folder: Green-Ampt Set: Vertical Layers Set: Impervious Set: Roughness Set: Crop Coef Set: Fillable Porosity Set: Conductivity Set: Leakage Set: Tolerances:Options Time Marching: SAOR IA Recovery Time: 24.0000 hr Max Iterations: 6 ET for Manual Basins: False Over-Relax Weight 0.5 dec Fact: dZ Tolerance: 0.0010 ft Smp/Man Basin Rain Global Opt: Max dZ: 1.0000 ft OF Region Rain Opt: Global Link Optimizer Tol: 0.0001 ft Rainfall Name: —FDOT-24 Rainfall Amount: 11.80 in Edge Length Option: Automatic Storm Duration: 24.0000 hr Dflt Damping(2D): 0.0050 ft Dflt Damping(1D): 0.0050 ft Min Node Srf Area 100 ft2 Min Node Srf Area 100 ft2 (2D): (1D): Energy Switch(2D): Energy Energy Switch(1D): Energy Comment: Scenario: Scenariol Run Date/Time: 9/7/2023 10:51:22 AM Program Version: ICPR4 4.07.04 General Run Mode: Normal Year Month Day Hour[hr] Start Time: 0 0 0 0.0000 End Time: 0 0 0 80.0000 Hydrology[sec] Surface Hydraulics Groundwater[sec] [sec] Min Calculation Time: 60.0000 0.1000 900.0000 C:\Users\jonny.harris\Desktop\Tequesta Rememberance Park ICPR\Proposed-Copy\ 9/7/2023 11:03 Page 139 of 168 Agenda Item # 10 Max Calculation Time: 30.0000 Output Time Increments Hydrology Month Day Hour[hr] _��Jrime Increment_LMLJ 0 0 0 0.0000 15.0000 MENEw- Surface Hydraulics Y47 Month D. -Increment 0 0 0 0.0000 15.0000 Groundwater Year Month Day Ho e Increment 0 0 0 0.0000 60.0000 Save Restart: False Resources&Lookup Tables Resources Lookup Tables Rainfall Folder: Boundary Stage Set: Reference ET Folder: Extern Hydrograph Set: Unit Hydrograph Curve Number Set: Folder: Green-Ampt Set: Vertical Layers Set: Impervious Set: Roughness Set: Crop Coef Set: Fillable Porosity Set: Conductivity Set: Leakage Set: Tolerances&Options Time Marching: SAOR IA Recovery Time: 24.0000 hr Max Iterations: 6 ET for Manual Basins: False Over-Relax Weight 0.5 dec Fact: dZ Tolerance: 0.0010 ft Smp/Man Basin Rain Global Opt: Max dZ: 1.0000 ft OF Region Rain Opt: Global Link Optimizer Tol: 0.0001 ft Rainfall Name: —SFWMD-72 Rainfall Amount: 13.50 in Edge Length Option: Automatic Storm Duration: 72.0000 hr C:\Users\jonny.harris\Desktop\Tequesta Rememberance Park ICPR\Proposed-Copy\ 9/7/2023 11:03 Page 140 of 168 Agenda Item # 11 Dflt Damping(2D): 0.0050 ft Dflt Damping(1D): 0.0050 ft Min Node Srf Area 100 ft2 Min Node Srf Area 100 ft2 (2D): (1D): Energy Switch(2D): Energy Energy Switch(1D): Energy Comment: Simulation:3YR-24HR Scenario: Scenariol Run Date/Time: 9/7/2023 10:52:22 AM Program Version: ICPR4 4.07.04 Run Mode: Normal Year Month Day Hour[hr] Start Time: 0 0 0 0.0000 End Time: 0 0 0 30.0000 Hydrology[sec] Surface Hydraulics Groundwater[sec] [sec] Min Calculation Time: 60.0000 0.1000 900.0000 Max Calculation Time: 30.0000 Hydrology MonthYear 0 0 0 0.0000 15.0000 MonthSurface Hydraulics Year D. 0 0 0 0.0000 15.0000 Groundwater MonthYear Day Hour[hr] �Lime increment[min]j 0 0 0 0.0000 60.0000 Save Restart:, False Resources&LookupTables C:\Users\jonny.harris\Desktop\Tequesta Rememberance Park ICPR\Proposed-Copy\ 9/7/2023 11:03 Page 141 of 168 Agenda Item # 12 .. .Tables Rainfall Folder: Boundary Stage Set: Reference ET Folder: Extern Hydrograph Set: Unit Hydrograph Curve Number Set: Folder: Green-Ampt Set: Vertical Layers Set: Impervious Set: Roughness Set: Crop Coef Set: Fillable Porosity Set: Conductivity Set: Leakage Set: Tolerances Optio l — Time Marching: SAOR IA Recovery Time: 24.0000 hr Max Iterations: 6 ET for Manual Basins: False Over-Relax Weight 0.5 dec Fact: dZ Tolerance: 0.0010 ft Smp/Man Basin Rain Global Opt: Max dZ: 1.0000 ft OF Region Rain Opt: Global Link Optimizer Tol: 0.0001 ft Rainfall Name: —FDOT-24 Rainfall Amount: 6.63 in Edge Length Option: Automatic Storm Duration: 24.0000 hr Dflt Damping(2D): 0.0050 ft Dflt Damping(113): 0.0050 ft Min Node Srf Area 100 ft2 Min Node Srf Area 100 ft2 (2D): (1D): Energy Switch(2D): Energy Energy Switch(1D): Energy Comment: Simulation:5YR-24HR -A Scenario: Scenariol Run Date/Time: 9/7/2023 10:52:57 AM Program Version: ICPR4 4.07.04 T General Run Mode: Normal Year Month Day Hour[hr] Start Time: 0 0 0 0.0000 End Time: 0 0 0 30.0000 Hydrology[sec] Surface Hydraulics Groundwater[sec] C:\Users\jonny.harris\Desktop\Tequesta Rememberance Park ICPR\Proposed-Copy\ 9/7/2023 11:03 Page 142 of 168 Agenda Item # 13 [sec] Min Calculation Time: 60.0000 0.1000 900.0000 Max Calculation Time: 30.0000 Output Time Increments Hydrology MonthDay Hourr ��JTime 0 0 0 0.0000 15.0000 MonthSurface Hydraulics Year Day jUime increment[min] 0 0 0 0.0000 15.0000 Groundwater MonthYear D. 0 0 0 0.0000 60.0000 Save Restart: False Resources:Lookup Tablesm Resources Lookup Tables Rainfall Folder: Boundary Stage Set: Reference ET Folder: Extern Hydrograph Set: Unit Hydrograph Curve Number Set: Folder: Green-Ampt Set: Vertical Layers Set: Impervious Set: Roughness Set: Crop Coef Set: Fillable Porosity Set: Conductivity Set: Leakage Set: Tolerances Options Time Marching: SAOR IA Recovery Time: 24.0000 hr Max Iterations: 6 ET for Manual Basins: False Over-Relax Weight 0.5 dec Fact: dZ Tolerance: 0.0010 ft Smp/Man Basin Rain Global Opt: Max dZ: 1.0000 ft OF Region Rain Opt: Global Link Optimizer Tol: 0.0001 ft Rainfall Name: —FDOT-24 C:\Users\jonny.harris\Desktop\Tequesta Rememberance Park ICPR\Proposed-Copy\ 9/7/2023 11:03 Page 143 of 168 Agenda Item # 14 Rainfall Amount: 7.57 in Edge Length Option: Automatic Storm Duration: 24.0000 hr Dflt Damping(2D): 0.0050 ft Dflt Damping(1D): 0.0050 ft Min Node Srf Area 100 ft2 Min Node Srf Area 100 ft2 (2D): (1D): Energy Switch(2D): Energy Energy Switch(1D): Energy comment: C:\Users\jonny.harris\Desktop\Tequesta Rememberance Park ICPR\Proposed-Copy\ 9/7/2023 11:03 Page 144 of 168 Agenda Item # K'i ley)))Horn Page 7 APPENDIX D GEOTECHNICAL REPORT Page 145 of 168 Ainnd;a Item # H-4 I October 4,2022 Kimley-Horn 1920 Wekiva Way,Suite 200 West Palm Beach,FL 33411 Attn:Mr.Jonathan Haigh,PLA,ASLA email:jonathan.haigh ckkimley-horn.com RE: Geotechnical Services Report Remembrance Park 483 Seabrook Rd Tequesta,FL TSFGeo Project No.7111-22-308 Dear Jonathan: TIERRA SOUTH FLORIDA,INC.(TSFGeo)is pleased to transmit our Geotechnical Engineering Services Report for the referenced project.This report includes the results of field exploration and geotechnical recommendations for the foundations,as well as general site development. We appreciate the opportunity to perform this Geotechnical Study and look forward to continued participation during the design and construction phases of this project.If you have any questions about this report,or if we may be of further service,please contact our office. Respectfully submitted, TSFG'o Harmon C.Bennett,P.E. Sean Tromans,E.I. Principal Engineer Staff Engineer FL Reg.No.53130 ��' THIS ITEM HAS BEEN DIG(T$.LLY 0 COY�FN,�� SIGNED AND SEALED BY 10E01SF•.�r�i. No 53130 ON THE DATE ADJACENT TO THE SEAL �= PRINTED COPIES OF THIS DOCUMENT ARE p_, STATE OF 44 NOT CONSIDERED SIGNED AND SEALED %O�;•• P ��: AND THE SIGNATURE MUST BE VERIFIED O R IO ON ANY ELECTRONIC COPIES. SSi10NAI TIERRA SOUTH FLORIDA.INC 2765 VISTA PARKWAY 5.10 WEST PALM BEACH.FL 334.1 HARMON COY BENNETT.P.E_No.53130 2765 Vista Parkway,Suite 10•West Palm Beach,Florida 33411 561-687-8536•www.TSFGeo.com State of Florida Professional Engineers License#28073 Page 146 of 168 Agenda Item # TABLE OF CONTENTS 1.0 EXECUTIVE SUMMARY.....................................................................................................1 2.0 PROJECT INFORMATION..................................................................................................2 2.1 Project Authorization.....................................................................................................2 2.2 Project Description.........................................................................................................2 2.3 Purpose and Scope of Services......................................................................................2 3.0 SITE AND SUBSURFACE CONDITIONS..........................................................................3 3.1 Site Location and Description........................................................................................3 3.2 Subsurface Conditions...................................................................................................3 3.3 Groundwater Information..............................................................................................4 3.4 Borehole Permeability(BHP)Test Results...................................................................4 4.0 LABORATORY TESTING....................................................................................................5 4.1 Laboratory Classification Testing..................................................................................5 5.0 EVALUATION AND RECOMMENDATIONS...................................................................5 5.1 Geotechnical Discussion................................................................................................5 5.2 Site Preparation..............................................................................................................5 5.3 Foundation Recommendations.......................................................................................6 5.4 Floor Slab Recommendations........................................................................................7 5.5 Utilities...........................................................................................................................8 6.0 CONSTRUCTION CONSIDERATIONS.............................................................................8 6.1 Excavations....................................................................................................................8 7.0 INSPECTIONS/QUALITY CONTROL TESTING.............................................................9 8.0 REPORT LIMITATIONS......................................................................................................9 APPENDIX- Soil Map-Palm Beach County Area,Florida Boring Location Plan/Soil Profiles-Sheet 1 Summary of Exfiltration Test Results Summary of Laboratory Tests Grain Size Data Sheets Page 147 of 168 Agenda Item # 1 1.0 EXECUTIVE SUMMARY A geotechnical exploration and evaluation of the subsurface conditions have been completed for the design and construction of the proposed improvements to Remembrance Park,located in Tequesta, Florida. The project includes the development of a park,to include drainage areas and two single- story structures. Design information was provided by Kimley-Horn. Any compaction(or proofrolling)performed within 50 feet of existing structures should be done with the equipment in static mode only. Ground vibrations induced by the compaction operations should be closely monitored to assess if there is a potential impact on any existing adjacent structures. Topsoil exists at the surface for all borings. A layer of sand exists below the topsoil,with occasional layers of sand with trace silt and limerock,classified as SP,or SP-SM. Based on the SPT N-Values recorded the soils are generally in the loose-density-condition for the first 2 feet, and then from 4 feet to then termination depth of 20 feet below grade.From 2 feet to 4 feet the layer was in the medium-density-condition.The groundwater table is between 9'/z to 10 feet below grade.All noted depths should be considered approximate. The geotechnical study completed for the proposed new improvements to Remembrance Park confirms that the site will be suitable for the planned construction when viewed from a soil mechanics and foundation engineering perspective.After following proper site preparation procedures,the structure may be supported on shallow spread foundations and employ conventional slab-on-grade for the ground floors, with an allowable bearing pressure of 2,500 ps£ Details related to site development,foundation design,and construction considerations are included in subsequent sections of this report. The owner/designer should not rely solely on this Executive Summary and must read and evaluate the entire contents of this report before utilizing our engineering recommendations in preparation for design/construction documents. Remembrance Park(KHA) TSFGeo TSF File No.7111-22-308 Page 148 of 168 Agenda Item # 2 2.0 PROJECT INFORMATION 2.1 Project Authorization TSFGeo has completed a geotechnical exploration of the proposed improvements to Remembrance Park in Tequesta,Florida.The geotechnical services were performed in accordance with TSFGeo's Proposal No.2208-504,dated August 31,2022. 2.2 Proiect Description Our understanding of the project is based on general information obtained from Kimley-Horn.We understand the project includes the new construction of two(2)single-story structures and a drainage area.Loading information has not been provided at this time. The geotechnical recommendations presented in this report are based on the available project information,building location,and the subsurface materials described in this report.If any of the noted information is incorrect, please inform TSFGeo in writing so that we may amend the recommendations presented in this report if appropriate and if desired by the client.TSFGeo will not be responsible for the implementation of its recommendations when it is not notified of changes in the project. 2.3 Purpose and Scope of Services The purpose of this study was to explore the subsurface conditions at the site to enable an evaluation of acceptable foundation systems for the proposed construction. Our scope of services included drilling a total of two(2)Standard Penetration Test(SPT)borings to a depth of approximately 20 feet for the structures.One(1)Borehole Permeability test was completed, which included an auger boring extended to a depth of approximately 10 feet below grade.The preparation of this geotechnical report was also part of our services. The approximate location of the soil borings performed,and soil profiles,is noted on the attached Boring Location Plan/Soil Profiles-Sheet 1. This report includes a brief outline of the testing procedures,a presentation of available project information,a description of the site and subsurface conditions,and a presentation of the geotechnical recommendations regarding the following: • Foundation soil preparation requirements. • Foundation types,depths,allowable bearing capacities,and an estimate of a potential settlement. • Soil parameters related to drainage • Comments regarding factors that may impact the construction and performance of the proposed project. Remembrance Park(KHA) TSFGeo TSF File No.7111-22-308 Page 149 of 168 Agenda Item # 3 The scope of services did not include an environmental assessment for determining the presence or absence of wetlands or hazardous and toxic materials in the soil,bedrock,surface water,groundwater, or air on,below or around this site.Any statements in this report or on the boring logs regarding odors, colors,and unusual or suspicious items or conditions are strictly for information purposes only. 3.0 SITE AND SUBSURFACE CONDITIONS 3.1 Site Location and Description The project site is located on a property with address of 483 Seabrook Rd Tequesta,FL 33469.At the time of field exploration,the area was observed to be fairly level grass covered natural surfaces. 3.2 Subsurface Conditions Review of the "Soil Survey of Palm Beach County, Florida," prepared by the United States Department of Agriculture(USDA)Soil Conservation Service(SCS),indicates the site is mapped as noted below.A portion of the mapping for the site is included as Soil Map-Palm Beach County, Florida. May Unit 41 - St.Lucie-Paola-Urban land complex,0 to 8 percent slopes St.Lucie Component-The St.Lucie component makes up 35 percent of the Map Unit.Slopes are 0 to 8 percent.This component is on ridges on marine terraces on coastal plains.The parent material consists of eolian or sandy marine deposits.Depth to a root restrictive layer is greater than 60 inches.The natural drainage class is excessively drained.Water movement in the most restrictive layer is very high.Available water to a depth of 60 inches or restricted depth- is very low.Shrink-swell potential is low.This soil is not flooded.It is not ponded. There is no zone of water saturation within a depth of 72 inches.Organic matter content in the surface horizon is about 3 percent. Paola Component- The Paola component makes up 33 percent of the Map Unit.Slopes are 0 to 8 percent.This component is on ridges on marine terraces on coastal plains.The parent material consists of sandy marine deposits.Depth to a root restrictive layer is greater than 60 inches.The natural drainage class is excessively drained. Water movement in the most restrictive layer is very high.Available water to a depth of 60 inches or restricted depth- is very low.Shrink-swell potential is low.This soil is not flooded.It is not ponded.There is no zone of water saturation within a depth of 72 inches.Organic matter content in the surface horizon is about 1 percent. Urban Land Component- Urban land is a miscellaneous area. No soils data is available for miscellaneous areas. Subsurface conditions at the site were explored with engineering borings located as shown on the Boring Location Plan/Soil Profiles—Sheet 1 in the Appendix.The study included the drilling of two(2)Standard Penetration Test(SPT)borings to a depth of approximately 20 feet below grade,and one(1)Borehole Permeability(BHP)test that included an auger boring to a depth of 10 feet.The soil test borings profiles are presented on Sheet 1 as attachment.Samples of the in-place materials were Remembrance Park(KHA) TSFGeo TSF File No.7111-22-308 Page 150 of 168 Agenda Item # 4 recovered at frequent intervals using a standard split spoon driven with a 140-pound hammer freely falling 30 inches(the SPT after ASTM D 1586).Samples of the in-place soils were returned to our laboratory for classification by a geotechnical engineer,in general accordance with the Unified Soil Classification System(ASTM D 2487). Topsoil exists at the surface for all borings. A layer of sand exists below the topsoil,with occasional layers of sand with trace silt and limerock,classified as SP,or SP-SM. Based on the SPT N-Values recorded the soils are generally in the loose-density-condition for the fast 2 feet, and then from 4 feet to then termination depth of 20 feet below grade.From 2 feet to 4 feet the layer was in the medium-density-condition.The groundwater table is between 9'/2 to 1 o feet below grade.All noted depths should be considered approximate. The above subsurface description is of a generalized nature and intended to highlight the major subsurface stratification features and material characteristics.The boring logs should be reviewed for specific information at individual boring locations. These records include soil descriptions, stratifications,and penetration resistance.The stratifications shown on the boring logs represent the conditions only at the actual boring locations.Variations may occur and should be expected between boring locations. The stratifications represent the approximate boundary between subsurface materials and the actual transition may be gradual.Water level information obtained during field operations is also shown on the boring logs.The samples that were not altered by laboratory testing will be retained for 30 days from the date of this report and then will be discarded. 3.3 Groundwater Information Groundwater levels were measured in the borings when first encountered.The groundwater was, typically,encountered between a depth of 9 1/2 to 10 feet below the ground surface.Groundwater levels are expected to fluctuate with seasonal fluctuations.We expect the groundwater to,typically, fluctuate within about 2 feet from where it was encountered during the drilling operation. In general,the seasonal high groundwater level is not intended to define a limit or ensure that future seasonal fluctuations in groundwater levels will not exceed the estimated levels.Post-development groundwater levels could exceed the normal seasonal high groundwater level estimate as a result of a series of rainfall events, changing conditions at the site that alter surface water drainage characteristics,or variations in the duration,intensity,or total volume of rainfall.We recommend that the Contractor determine the actual groundwater levels at the time of the construction to determine groundwater impact on his or her construction procedures. 3.4 Borehole Permeability(BHP)Test Results One(1)BHP test was performed using the usual open-hole,constant head methodology.The hole was advanced to approximately 10 feet below the existing grade and was drilled with a hollow stem auger so that soil samples could be retrieved for visual classification by an engineer.The boring was completed as open well with gravel pack(6-20 silica sand).The well-screen slot widths were 0.020 inches.Water from the drill rig tank was then pumped into the open well,and the amount of water Remembrance Park(KHA) TSFGeo TSF File No.7111-22-308 Page 151 of 168 Agenda Item # 5 required to maintain a constant head was recorded.The test results are presented in the Appendix as Summary of Exfiltration Test Results. 4.0 LABORATORY TESTING 4.1 Laboratory Classification Testing Representative soil samples collected from the borings were classified and stratified in general accordance with the Unified Soil Classification System. Our classification was based on visual inspection,using the results from the laboratory testing as confirmation. The laboratory tests performed include natural moisture content,and grain size analysis testing.Laboratory test results are presented in the Appendix as Summary of Laboratory Tests and Grain Size Data Sheets. Tests were performed in general accordance with the test methods noted in Table 4.1 below. Table 4.1—Soil Sample Testing Methods Test Type Test Method Sieve Analysis ASTM C 136 AASHTO T 27 Moisture Content ASTM D 2216 AASHTO T 265 5.0 EVALUATION AND RECOMMENDATIONS 5.1 Geotechnical Discussion The geotechnical study completed for the proposed construction confirms that the site will be suitable for the planned construction when viewed from a soil mechanics and foundation engineering perspective.After following proper site preparation procedures,as recommended in Section 5.2 of this report,the structure may be supported on shallow spread foundations with an allowable bearing pressure of 2,500 pounds per square foot(psf)and employ conventional slab-on-grade for the ground floors. Any compaction(or proofrolling)performed within 50 feet of existing structures should be done with the equipment in static mode only. Ground vibrations induced by the compaction operations should be closely monitored to assess if there is a potential impact on any existing adjacent structures. Recommendations for the geotechnical aspects of site preparation,foundation design,and related construction are presented in the following sections of this report. 5.2 Site Preparation To prepare for construction,we recommend that any topsoil,foundation remnants,debris,silt,and existing vegetation,including trees,roots,and any organic soils be removed in its entirety from the footprint of the proposed construction and wasted.Existing utilities,if any,should be removed from the building footprint area.The building footprint should be compacted with a self-propelled roller Remembrance Park(KHA) TSFGeo TSF File No.7111-22-308 Page 152 of 168 Agenda Item # 6 (Ingersoll-Rand SD-100D or equivalent)with at least 20 passes(with an operating vibration frequency of 31.5 Hz/1890 VPM and average speed of 1.4 mph)until the subsoils achieve 95 percent of maximum dry density per ASTM D 1557(Modified Proctor)to a depth of at least 12 inches below the existing grade.If encountered,unsuitable soil and material such as organics or muck encountered under the proposed construction site should also be removed and replaced with properly compacted structural fill as recommended in this report.The soil densification should encompass the entire footprint of the structure plus a 10-foot wide perimeter that extends beyond the maximum lines of the superstructure. The rolled subgrade should be visually observed for signs of pumping,weaving,or other types of instability. Signs of such instability could be due to the existence of weak and/or compressible subsoils.Corrective action for this condition should include excavation of weak subsoils followed by replacement with clean granular fill compacted to 95 percent of the ASTM D 1557 maximum dry density.Structural fill used to raise the site to structure bottom levels should consist of clean sand and/or sand and gravel(ASTM D 2487),with a maximum of 12 percent passing the U.S.Standard No.200 sieve.The structural fill should be placed in thin lifts(12-inch thick loose measure),near the optimum moisture content for compaction,and be compacted to at least 95 percent of maximum dry density(ASTM D 1557). Following site preparation as discussed herein,the foundation areas should be excavated,and the footing subgrade should be compacted with a heavy roller or at least a heavy plate compactor to the above mentioned 95 percent criteria.Unsuitable material or organic soils(if any)found at foundation bottoms should be removed and replaced with structural fill,as discussed above.In areas where footings bear at lower elevations(possibly close to or slightly below the water table),the footing excavation should be dewatered,and the footing subgrade should be compacted in the dry with a heavy roller or at least a heavy plate compactor to the above mentioned 95 percent criteria to a depth of at least 12 inches below the existing grade.The footings should be formed and poured in-the-dry. Prior to placing the steel for the foundations,the footing subgrade should be inspected by a TSFGeo representative. If additional structural fill is required to achieve design grade,each lift of compacted engineered fill should be tested by a representative of the geotechnical engineer prior to placement of subsequent lifts.The edges of compacted fill should extend 5 feet beyond the edges of buildings prior to sloping. 5.3 Foundation Recommendations Conventional spread footings are generally most economical when the existing soil conditions allow them to be founded at shallow depths.Following the completion of site preparation,as discussed herein,we recommend supporting the planned structures on conventional spread foundations based on engineered fill and/or the surficial granular soils of the site.The footings may be designed and proportioned for a maximum bearing pressure of 2,500 pounds per square foot(psf).Footings widths and depths should follow,as a minimum,Florida Building Code guidelines when the geometry produces a bearing pressure less than the allowable. Remembrance Park(KHA) TSFGeo TSF File No.7111-22-308 Page 153 of 168 Agenda Item # The settlement of foundations based on the in-situ granular soils and/or engineered fill will occur as an elastic response of the soils to the building loads applied.For foundations that are based on soils prepared as discussed herein,we estimate that total and differential average foundation settlements should be on the order of 1 inch and 1/2 inch,respectively.In our opinion,these settlements are within the range considered tolerable for the type of structure planned.The settlement forecast is based on imposed soil bearing pressure of 2,500 pounds per square foot(psf).Because the subsoils at the site are granular in nature,the settlement should occur as the loads are applied to foundations and should essentially be complete by the time the building construction is finished. Excavating equipment may disturb the granular bearing soil in foundation areas.The upper 12 inches of the footing subgrade should be compacted to achieve not less than 95 percent of the maximum dry density as determined by ASTM D 1557 immediately prior to reinforcing and concrete placement. Foundations of existing adjacent structures should be adequately protected/shored during construction/adjacent excavation. The site preparation and foundation excavations should be observed by a representative of TSFGeo prior to steel or concrete placements to assess those foundation materials are capable of supporting the design loads and are consistent with the materials discussed in this report.Loose soil zones encountered at the bottom of the footing excavations should be removed to the level of medium dense soils or adequately compacted structural fill as directed by the geotechnical engineer. 5.4 Floor Slab Recommendations Following stripping and surface soil preparation as described herein,the building pad area should be leveled and filled to subfloor elevation before placing concrete.Slab subgrade should consist of clean sand and/or sand and gravel(ASTM D 2487),with a maximum of 12 percent passing the U.S. Standard No.200 sieve and compacted to at least 95 percent of maximum dry density per ASTM D 1557(Modified Proctor)to a depth of at least 12 inches below the slab grade.Structural fill used to raise the site to floor slab bottom levels should consist of clean granular fill as described above.The structural fill should be placed in thin lifts(12-inch thick loose measure),near the optimum moisture content for compaction,and be compacted to at least 95 percent of maximum dry density(ASTM D 1557). Our experience indicates that floor slabs constructed without a vapor barrier will often experience future problems associated with moisture and mildew.Therefore,we recommend interior floor slab subgrade soils be covered with a vapor barrier(such as visqueen,normally 6 mil thick)before constructing the slab-on-grade Floor. Slab-on-grade construction may be used for the ground floor slabs of the structure.The slabs should be adequately reinforced to carry the loads that are to be applied.The floor slab design,if based on elastic methods,should employ a modulus of subgrade reaction of 150 pounds per cubic inch(PCI). The floor slabs should be liberally jointed and separated from columns and walls to help avoid potential problems with cracking because of differential loadings. Remembrance Park(KHA) TSFGeo TSF File No.7111-22-308 Page 154 of 168 Agenda Item # 8 The friction factor between the soil and floor slabs should be taken as 0.35 without the vapor barrier. A friction factor of 0.21 should be used for the vapor barrier-soil interface. 5.5 Utilities All utilities should be installed per the requirements of the Civil Engineering drawings and specifications.When backfilling over utility lines,the clean granular fill should be placed in no more than 6 to 12-inch thick loose lifts and compacted to at least 95 percent of the material's maximum dry density as determined by the Modified Proctor Compaction Test(ASTM D 1557). 6.0 CONSTRUCTION CONSIDERATIONS It is recommended that TSFGeo be retained to provide observation and testing of construction activities involved in the foundation,earthwork,and related activities of this project.TSFGeo cannot accept any responsibility for any conditions that deviate from those described in this report,nor for the performance of the foundation if not engaged in the construction observation and testing for this proj ect. 6.1 Excavations In Federal Register,Volume 54,No.209(October 1989),the United States Department of Labor, Occupational Safety and Health Administration(OSHA)amended its"Construction Standards for Excavations,29 CFR,part 1926,Subpart P."This document was issued to better ensure the safety of workmen entering trenches or excavations. This federal regulation mandates that excavations, whether they be utility trenches,basement excavations,or footing excavations,be constructed in accordance with the new OSHA guidelines.It is our understanding that these regulations are being strictly enforced,and if they are not closely adhered to,the owner and the Contractor could be liable for substantial penalties. The Contractor is solely responsible for designing and constructing stable,temporary excavations and should shore,slope,or bench the sides of the excavations as required to maintain the stability of both the excavation sides and bottoms.The Contractor's"responsible person,"as defined in 29 CFR Part 1926,should evaluate the soil exposed in the excavations as part of the Contractor's safety procedures. In no case should slope height,slope inclination,or excavation depth,including utility trench excavation depth,exceed those specified in local,state,and federal safety regulations. We are providing this information solely as a service to our client. TSFGeo does not assume responsibility for construction site safety or the Contractor's or other parties'compliance with local, state,and federal safety or other regulations. Remembrance Park(KHA) TSFGeo TSF File No.7111-22-308 Page 155 of 168 Agenda Item # 9 7.0 INSPECTIONS/QUALITY CONTROL TESTING During construction,it is important that work is performed under qualified inspection to ensure proper procedures are followed.We will perform all foundation and earthwork related inspections,and reports will be prepared for your records and submission to the appropriate governmental agencies. We can also perform testing services, soils, concrete, and asphalt for compliance with project requirements. 8.0 REPORT LIMITATIONS The recommendations submitted are based on the available subsurface information obtained by TSFGeo and design details furnished by Kimely-Horn.for the proposed project.If there are any revisions to the plans for this project or if deviations from the subsurface conditions noted in this report are encountered during construction,TSFGeo should be notified immediately to determine if changes in the foundation recommendations are required.If TSFGeo is not retained to perform these functions,TSFGeo will not be responsible for the impact of those conditions of the project. It is imperative that TSFGeo be present for observation and testing during construction in order to provide written confirmation(certifications)that the geotechnical engineering study report has been complied with. The geotechnical engineer warrants that the findings, recommendations, specifications, or professional advice contained herein have been made in accordance with generally accepted professional geotechnical engineering practices in the local area.No other warranties are implied or expressed. After the plans and specifications are complete,the geotechnical engineer should be retained and provided the opportunity to review the final design plans and specifications to check that our engineering recommendations have been properly incorporated into the design documents.At that time,it may be necessary to submit supplementary recommendations. This report has been prepared for the exclusive use of the Kimley-Horn for the proposed improvements to Remembrance Park,located in Tequesta,Florida. Remembrance Park(KHA) TSFGeo TSF File No.7111-22-308 Page 156 of 168 Agenda Item # APPENDIX Soil Map-Palm Beach County Area,Florida Boring Location Plan/Soil Profiles-Sheet 1 Summary of Exfiltration Test Results Summary of Laboratory Tests Grain Size Data Sheets Page 157 of 168 Agenda Item # Soil Map—Palm Beach County Area,Florida � (7111-22-308.Tequesta Remembrance Park(KHA)) N I!1 O O OJ W 58%20 589640 589660 589680 589700 589720 5M740 589760 589780 589800 260 57 49"N 11 I R I I I 260 57 49"N tU1 � Orr- 1P_ 'i MA -ddO O - 1� o + o i Soil Mai may not be valid�t this scale. 26D 5745'N I I I I I I I I$ I 26°5745'N 58%20 589640 5&%W 589680 5897W 589720 589740 589760 589780 589800 T fV N Map Scale:1:902 if printed on A landscape(11"x 8.5")sheet. N o N Meters o 0 10 20 40 60 Feet 0 40 80 160 240 Map projection:Web Mercator Comer coordinates:WGS84 Edge tics:LTM Zone 17N WGS84 USDA Natural Resources Web Soil Survey 10/4/2022 s Conservation Service National Cooperative Soil Survey Page 1 of 3 Page 158 of 168 Agenda Item # Soil Map—Palm Beach County Area,Florida (7111-22-308.Tequesta Remembrance Park(KHA)) MAP LEGEND MAP INFORMATION Area of Interest(AOI) Spoil Area The soil surveys that comprise your AOI were mapped at Area of Interest(AOI) Stony Spot 1:20,000. Soils Very Stony Spot Warning:Soil Map may not be valid at this scale. Q Soil Map Unit Polygons Wet Spot Enlargement of maps beyond the scale of mapping can cause ,r r Soil Map Unit Lines misunderstanding of the detail of mapping and accuracy of soil El Other line placement.The maps do not show the small areas of Soil Map Unit Points _ Special Line Features contrasting soils that could have been shown at a more detailed Special Point Features scale. Blowout Water Features Streams and Canals Please rely on the bar scale on each map sheet for map Borrow Pit measurements. Transportation Clay Spot _ Rails Source of Map: Natural Resources Conservation Service Closed Depression Web Soil Survey URL: Interstate Highways Coordinate System: Web Mercator(EPSG:3857) Gravel Pit US Routes Maps from the Web Soil Survey are based on the Web Mercator Gravelly Spot Major Roads projection,which preserves direction and shape but distorts distance and area.A projection that preserves area,such as the Landfill Local Roads Albers equal-area conic projection,should be used if more Lava Flow Background accurate calculations of distance or area are required. Marsh or swamp Aerial Photography This product is generated from the USDA-NRCS certified data as of the version date(s)listed below. ,t Mine or Quarry Soil Survey Area: Palm Beach County Area,Florida Miscellaneous Water Survey Area Data: Version 19,Sep 1,2022 Perennial Water Soil map units are labeled(as space allows)for map scales IV Rock Outcrop 1:50,000 or larger. Saline Spot Date(s)aerial images were photographed: Jan 14,2022—Jan 24,2022 Sandy Spot ° The orthophoto or other base map on which the soil lines were Severely Eroded Spot compiled and digitized probably differs from the background imagery displayed on these maps.As a result,some minor Sinkhole shifting of map unit boundaries may be evident. Slide or Slip oa Sodic Spot USDA Natural Resources Web Soil Survey 10/4/2022 s Conservation Service National Cooperative Soil Survey Page 2 of 3 Page 159 of 168 A —6bBdd oultbi ids,( 7111-22-308.Tequesta rr,, ��77 rrrr,, * Remembrance Park(KHA) Map Unit Legend Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI 41 St.Lucie-Paola-Urban land 1.8 100.0% complex,0 to 8 percent slopes Totals for Area of Interest 1.8 100.0% USDA; Natural Resources Web Soil Survey 10/4/2022 Conservation Service National Cooperative Soil Survey Page 3 of 3 Page 160 of 168 Agenda Item # Bore# B-1 Bore# B-2 Date 912112022 Date 912112022 Bore#BHP-1 Hammer Auto Hammer Auto Date 912112022 Rig B-57 Rig B-57 Hammer auto LATITUDE 26,9632315 LATITUDE 26,9631544 LATITUDE 26.9631602 LONGITUDE -80.096174 LONGITUDE -80.0959063 LONGITUDE-80.0955794 , +` 0 N TOPSOIL N TOPSOIL -TOPSOIL ? r i BROWN SAND WITH • 6 6 TRACE SILT AND LIMEROCK SP SP-SM LIGHT BROW 5 8 8 BROWN SANI wK� LU F .c LU O O r., LIGHT BROWN TO jl' B_2 10 9 BROWN SAND(SP) 10 LIGHT BROWN TO BHP-1 4 ,�; �' -- �_ .• BROWN SAND(SP) W Boring Terminated ^_ ,; 4. e' ❑ at Depth]Oft it �' rd '�{`• - f°F`- �� - ,+ - - �C® 15 9 8 p. H I I6 L 20 8 B Boring Terminated Boring Terminated WNW r �„ o` at Depth 20ft at Depth 20ft BORING LOCATION PLAN Approximate Location of SPT Boring Approximate Location of BHP Test LEGEND NOTES SZ Encountered Groundwater Table 1. BORING LOCATIONS WERE MARKED IN THE FIELD USING A HAND-HELD ■ GPS(GPSMap GARMIN 78S).BORING LOCATIONS AND THEIR COORDINATi n Topsoil ARE APPROXIMATE. Sand 2• DEPTHS SHOWN ABOVE ARE IN FEET FROM EXISTING GROUND SURFAC Y 3. SPT N-VALUES SHOWN ABOVE WERE OBTAINED USING AUTOMATIC HA14 x GENERALLY DESIGN CORRELATIONS AND PROGRAMS USE SAFETY HAMM v HENCE,THE ABOVE N-VALUES NEED TO BE MULTIPLIED BY 1.24 TO OE EQUIVALENT SAFETY HAMMER N-VALUES FOR DESIGN PURPOSE. b O N N N N N 4 DRAWN BY: APPROVED BY: ENGINEER OF RECORD: SCALE: PROJECT NUMBER: BORING LOCATION PLAN/SOIL PROFILES NG HB TIERRA SOUTH FLORIDA HARMON BENNETT,P.E. 2765 VISTA PARKWAY STE-1U NTS 7511-22-308 REMEMBRANCE PARK CHECKED BY: DATE: C�RAD�LICENSE NO.: "yam �{y'`y "'I 483 SEABROOK RD. H B 10/4/2022 �`,l h WEST PALM BEACH,FL 33411 TEQUESTA,FLORIDA Page 161 of 168 Agenda Item # Summary of Exfiltration Test Results Geotechnical Services Report Remembrance Park 483 Seabrook Rd Tequesta,FL TSFGeo Project No.7111-22-308 Test Date Diameter Depth of Depth to Groundwater Level Hydraulic Saturated Hole Average Horizontal Hydraulic Conductivity Location Performed Hole Casing Hole Below Ground Surface(Feet) Head,H2 Depth,Ds Flow Rate,Q (K) (Inches) (Inches) (Feet) Prior to Test During Test (Feet) (Feet) (gpm) (ft3/sec/ft2-ft Head) 13HP-1 9/21/2022 6 4 10.0 9.5 0.0 9.5 0.5 11.00 4.62E-04 Note: (1) The above hydraulic conductivity values represent an ultimate value.The designer should decide on the required factor of safety (2) The hydraulic conductivity values were calculated based on the South Florida Water Management Districts's USUAL OPEN HOLE CONSTANT HEAD percolation test procedure. (3) Casing diameter was used for the calculation of hydraulic conductivity values. Page 1 Page 162 of 168 nenda Item # SUMMARY OF LABORATORY TESTS Geotechnical Services Report Remembrance Park 483 Seabrook Rd Tequesta,FL TSFGeo Project No.7111-22-308 Sieve Analysis,Percentage Passing Natural Boring Sample Sample Depth Stratum Unified AASHTO Written Description Moisture Number Number (ft) Number Symbol Symbol 3/4" 3/8" #4 #10 #40 #60 #100 #200 Content(%) B-1 1 0.08-2 3 SP A-3 100 99 96 93 73 34 16 3 BROWN SAND WITH TRACE SILT AND 5.2 LIMEROCK(SP,SP-SM) B-2 2 2-4 2 SP A-3 100 100 100 100 78 25 5 1 LIGHT BROWN TO B ROWN SAND(SP) 2.8 Page 163 of 168 Agenda Item # GRAIN SIZE DATA SHEET PROJECT INFORMATION �w Geotechnical Services Report Remembrance Park 483 Seabrook Rd Tequesta,FL DATE: 9/24/2022 TSFGeo Project No.7111-22-308 �GRAIN SIZE DISTRIBUTION 7sm— 37-S-- is— 9.S-- 4-7Sm— 2-- 42s— 2so"M ISGUM 7S.- 3-SM— 2-S-25.—3/4- 3/8" U4 me &W 0150 #100 or200 100 7 7 7 90 80 70 E- 50 lJ 30 20 10 0 100 10 1 0.1 0.01 SIEVE OPENING SIZE ASTM D 2487 Classification of Soil for Engineering Purposes Coarse Sand <#4 and>#10 Cu=D60 I D10=3 Coarse Gravel <3"and>3/4" Medium Sand <#10 and>#40 Cc=(D30)^21(D10 x D60)=1 Fine Gravel <3/4"and>#4 Fine Sand <#40 and>#200 BORING# B-1 SAMPLE# 1 DEPTH(ft): 0.08-2 STRATUM: 3 SOIL CLASSIFICATION: A-3 MC% 5.2 BROWN SAND WITH TRACE SILT AND LIMEROCK(SP,SP-SM) OC% -200% 3 ATTERBERG LIMIT #40 Material) LIQUID LIMIT PLASTIC LIMIT PLASTIC INDEX Page 164 of 168 Agenda Item # GRAIN SIZE DATA SHEET PROJECT INFORMATION �w Geotechnical Services Report Remembrance Park 483 Seabrook Rd Tequesta,FL DATE: 9/24/2022 TSFGeo Project No.7111-22-308 �GRAIN SIZE DISTRIBUTION 7sm— 37-S-- 29— 9.S-- 4-7S—m 2-- 42s— 2so"M ISGUM 7S.- 3-SM— 2-S-25.—3/4- 3/8" 94 me &W 0150 #100 or200 100 7 7 7 90 80 70 E- 50 lJ 30 20 10 0 100 10 1 0.1 0.01 SIEVE OPENING SIZE ASTM D 2487 Classification of Soil for Engineering Purposes Coarse Sand <#4 and>#10 Cu=D60 I D10=2 Coarse Gravel <3"and>3/4" Medium Sand <#10 and>#40 Cc=(D30)^21(D10 x D60)=1 Fine Gravel <3/4"and>#4 Fine Sand <#40 and>#200 BORING# B-2 SAMPLE# 2 DEPTH(ft): 2-4 STRATUM: 2 SOIL CLASSIFICATION: A-3 MC% 2.8 LIGHT BROWN TO B ROWN SAND(SP) OC% -200% <1 ATTERBERG LIMIT #40 Material) LIQUID LIMIT PLASTIC LIMIT PLASTIC INDEX Page 165 of 168 Agenda Item # K'i ley)))Horn Page 8 APPENDIX E FEMA FLOODPLAIN MAP Page 166 of 168 National Flood Hazard Layer FI RMette FEMA Legend i30"6'3'V 5 SEE FIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT t _.� Without Base Flood Elevation(BFE) Zone A.V.A99 SPECIAL FLOOD With BFE or Depth Zone AE.A0.AH.VE.AR HAZARD AREAS Regulatory Floodway • 1 + 0.2%Annual Chance Flood Hazard.Areas `' ♦ •' t. of 1%annual chance flood with average depth less than one foot or with drainage areas of less than one square mile Zone � Future Conditions 1%Annual Chance Flood Hazard. We Area with Reduced Flood Risk due to a• , Levee.See Notes. OTHER AREAS OF r FLOOD HAZARD �� Area with Flood Risk due to Leveezone o W+ / • NO SCREEN Area of Minimal Flood Hazard Zonex r0 Effective LOMRs 40 OTHER AREAS Area of Undetermined Flood Hazard-_xneo Village Of Tequesta - • 1.20228 F MINIMAL FOS�D HAZARD�"'�� GENERAL -—-- Channel.Culvert.or Storm Sewer 'k STRUCTURES I I I I I I I Levee.Dike,or Floodwall e'ZonX � Cross Sections with 1%Annual Chance 17•5 Water Surface Elevation - - Coastal Transect Base Flood Elevation Line(BFE) tid! Ilk Limit of Study T40S R42E S25 1 T40S R42E S25 'I�i T40S R43E S30 Jurisdiction Boundary zone AEZone AE �' `'lllage Of Tequesta ___ y s15 "f �' —Coastal Transect Baseline EL�5 Feet;(EL�5 Feet) t 1•• 1 1202�•g�� .. OTHER - Profile Baseline I�Y � • •i •` _ FEATURES Hydrographic Feature Pa1m�Beach County�� i �• UIIIIIC0 rate S = � , Digital Data Available N 12019? No Digital Data Available MAP PANELS Unmapped • 0 4 r The pin displayed on the map is an approximate Pallll'Beacll County `�.i j _ point selected by the user and does not represent UII ip�ed Area ` �� i an authoritative property location. •1-0192 �. ' > -A ` This map complies with FEMA's standards for the use of J / 1 ► digital flood maps if it is not void as described below. The basemap shown complies with FEMA's basemap accuracy standards �a The flood hazard information is derived directly from the authoritative NFHL web services provided by FEMA.This map was exported on 9/7/2023 at 2:50 PM and does not ' reflect changes or amendments subsequent to this date and ♦ ..,► time.The NFHL and effective information may change or ♦ � , become superseded by new data over time. J This map image is void if the one or more of the following map elements do not appear:basemap imagery,flood zone labels, w . • legend.scale bar.map creation date.community identifiers. FIRM panel number,and FIRM effective date.Map images for Feet 8005'26"W 26057'32"N unmapped and unmodernized areas cannot be used for 0 250 500 1,000 1,500 2,000 1:6'0�� regulatory purposes. Basemap Imagery Source:USGS National Map 2023 Page 167 of 168 Agenda Item# 1p O I 4� I , I IO ` ` I O •- w I I 1 ° , � I wN w U- x I I w N +' I a x i I o x I Ow � I I I I I I I Q 0 cn W, I O Z Z a O W z w0 j U- > w Ld w 0 N v o v LO w J Z 0 a I I Z m m ULj I I Q CO � v v w C I I O H M Q � <U) LU i QLU Page-168 of 168