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HomeMy WebLinkAboutDocumentation_Planning and Zoning_Tab 01_12/17/2020Planning and Zoning Board STAFF MEMO ' S Meeting: Planning and Zoning Board -Dec 17 2020 Staff Contact: Nilsa Zacarias, Director of Department: Community Development Community Development SPM 03-20: Application of Royal Tequesta LLC for a Site Plan Modification to build a two (2) story 69- unit fee simple townhomes and amenities in the R-2 Zoning District. The application includes a landscaping plan and a monument sign. The subject property is located at 746 US Highway 1 and 734 N. US Highway 1, Tequesta, Florida, 33469. Application of Royal Tequesta LLC for a Site Plan Modification to build a two (2) story 69-unit fee simple townhomes and amenities in the R-2 Zoning District. The application includes a landscaping plan and a monument sign. The subject property is located at 746 US Highway 1 and 734 N. US Highway 1, Tequesta, Florida, 33469. ATTACHMENTS: VL. FINAL - The Reserve Staff Report w attach Application SPM Justification Statement Deed - 746-734 US Highway 1 1274 Reserve Drainage Statement DS 1274 Reserve Fire Statement DS 1274 Reserve Sanitary Statement DS 1274 Reserve Water Statement DS UST Closure Report Combine SCAD Letter.The Reserve at Teguesta.Signed FPI I PttPr LRD Comcast Letter as available The Reserve At Teauesta Waste Management Letter The Reserve.Water Service Availability Aerial Location Map ELEV - BLDG FRONT ELEV SP-1 SP-2 A rr h i to nh i rP The Reserve LP-1 The Reserve LP-2 The Reserve Typ.Unit LP-3 The Reserve LP-4 1274 Civil Set 091620 DS The Reserve Renderings 18-120 PLAT OCTOBER 23 2020 COMBINED 18-120 PLAT SURVEY REVISED 9-14-20 SIGNED VILLAGE OF TEQUESTA Department of Community Development Staff Report — Planning and Zoning Board Meeting — December 17, 2020 I. Petition No. — SPM 3-20 APPLICANT: Gentile, Glas, Holloway, O'Mahoney & Associates Inc. 1907 Commerce Lane, Suite 101 Jupiter, FL 33458 OWNER: Royal Tequesta LLC. REQUEST: SPM 3-20: Application from Royal Tequesta LLC., for a Site Plan Modification for a two (2)-story 69-unit fee simple townhomes and amenities in the R-2 Zoning District. The application includes a landscaping plan and a monument sign. The subject property is located at 746 US Highway 1 and 734 N. US Highway 1, Tequesta, Florida, 33469. LOCATION: 734 N US Highway 1 & 746 US Highway 1 Tequesta, FL 33469 Location Map proposes 734 & 74, : K& A A i t i i i l II. PETITION FACTS a. Total Gross Site Area: 262,654 Sq. Ft. (6.03 Acres) b. Total Building Footprint Area: 80,373 sq. ft. (Residential Buildings); 725 sq. ft. (Recreational Building) c. Density: 11.44 D.U./Acre Total: 69 Units d. Building Height: maximum height is 27'-6"- two story- The proposed application includes an option for a den without increasing maximum height. PRD Village code allows up to four stories / 50" above average finish grade. Land Use and Zoning EXISTING LAND FUTURE LAND USE ZONING USE Medium Density R-2 SUBJECT PROPERTY Vacant Residential (5.4- (Multiple Family 12.0 DU per acre) Dwelling District) Medium Density Medium Density R-2 NORTH Residential (5.4- Residential (5.4- (Multiple Family Casa Del Sol 12.0 DU per acre) 12.0 DU per acre) Dwelling District) SOUTH Commercial Commercial C-2 (Community County Line Plaza Commercial District) EAST HR-12 High HR-12 High RH (Residential High) Unincorporated Palm Residential Zoning Residential Zoning Beach County District District WEST Public Buildings Public Buildings G2 (Community Village of Tequesta Water and Grounds and Grounds Commercial District) Plant III. BACKGROUND Application of Royal Tequesta LLC for a site plan modification review to build a two (2) story 69- unit multi -family condominium residential development including one (1) monument sign, one (1) swimming pool, a fitness center, and a new landscaping plan. The subject property is located at 746 US Highway 1 and 734 N. US Highway 1, Tequesta, Florida, 33469. The proposed residential development included the following applications that were reviewed by Village staff and heard by the Village Council: Future Land Use Map Amendment — Ord. 21-19 A small-scale amendment to the Future Land Use (FLU) Map of the Village Comprehensive Plan from Residential Low Density to Residential Medium Density. The subject Future Land Use Map amendment was heard and aaaroved by the Villaae Council (5-0) on Seatember 12. 2019 (see attached Ordinance 21-18). 2 Rezoning Map Amendment — Ord. 22-19 The applicant requested a Zoning Map amendment from C-2 (Community Commercial District) to R-2 (Multiple Family Residential District) zoning designation. The subject Zoning Map amendment was heard and approved by the Village Council (5-0) on September 12, 2019 (see attached Ordinance 22-19). Site Plan Review SPR 1-19 The applicant request for a site plan review to build a two (2) story 69-unit multi -family condominium residential development including one (1) monument sign, one (1) swimming pool, a fitness center, and a new landscaping plan. The site plan review was approved by the Village Council (5-0) at the January 9, 2020 meeting. Current Application SPM 3-20 In June 2020, the Village received an application for a site plan modification as a Planned Residential Development (PRD), which is a special exception use in the R-2 Zoning District. Special Exception Use The applicant requested for a special exception use a two (2)-story 69-unit fee simple townhomes, and amenities in the R-2 Zoning District, including a replat. At the subject meeting, residents submitted comment cards listing their concerns and opinions for the proposed development (see attached). The special exception was approved by the Village Council (5-0) at the November 12, 2020 meeting. The following graphic depicts the review and approval process of the subject application. FLU Map Amendment (ORD 2f-19) L PA Board 7.18.19 First Reading- 8.8.19 Second Reading - Approved by Village Council - 9.12.19 Zoning Map Amendment ( RD 22-19) LPABoard- 7.18.19 First Reading -8.8.19 Second Reading -, Approved by Village Council - 9.12.19 Condominium Process Site Plan Review (SPR 1-191 Planning n honing Board -11.21.19 Village Council 1.9, 20 I I I I I I Fee Simple Pro Spebal Exception Use Village CcunriI - 11.12.20 lest Site Plan Modification (SPM 3-20,) _- Planning and Zoning Board -- 12.17,20 Vi 111ag a Co unc.il -- T B D 3 IV. STAFF ANALYSIS Previously, the Reserve was approved at the January 9, 2020 Village Council meeting as a condominium development. In June 2020, the Village received an application for a site plan modification as a Planned Residential Development (PRD), which is a special exception use in the R-2 Zoning District. On November 12, 2020, the proposed application was approved by the Village Council The following table presents a comparison between the previously approved site plan and the proposed application: ZONING DISTRIC PLAT DENSITY NO. OF UNITS HEIGHT ARCHITECTURAL DESIGN DEVELOPMENTPROPOSEDCOMMENTS PR• •DEVELOPMENT 1/9/2020 T R-2 R-2 PRDs are Special Multifamily Planned Residential Exception Use on R- Condominiums Development (PRDs) 2 Zoning District Condominium Fee Simple Fee simple townhomes Townhomes are processed as PRDs (11.44 d.u./ac.) 69 Units Buildings: 26' 9" Fitness Center/Restroom: 15' (11.44 d.u./ac.) 69 Units Buildings: 27' 6" Fitness Center/Restroom: 15' ' Same building colors Same colors and facades facades There is no change in density There is no change in the No. of units Similar building height and Same building colors and facades As indicated on the above table the subject application is similar to the development that was approved by Village Council in January 2020. The significant difference is the platting and ownership: the previously approved development was platted as a condominium and the proposed application will be platted as fee simple townhomes. The following plats indicate the condominium ownership previously approved and the current fee simple request: 0 Condominium Plat APPROVED on 1/9/2020 .'A3ADEL30L0P3TQ I- ' TRACT 'C' I ,� In l0<, raal N-lY. { i --------�-�------ -_- - ----ter' In' I1rnrn oramn�� - � �+, a' preen L}Ypalr ! DF3. 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YFP. WL11LN1 PiXi\NI.Mr Tri' � l� � .11�Y1'aIF7{Ig.r 4 . IiS.I{ 7 pM1GlL:.IGriR - )jd-�d'RYdOD7;!• r / iplr YRl P3IMr. W _ a,r, rr...n Ir*ue/rert l)n I. aNPLATMO faGTfM aa�, ss1111r �, I I ti - - }YI'11 L]Y! N IRITJlR Lsr I L-J Y H'}I'YY ■ 0 V. Planned Residential Development (PRD) Per 78-224, "Planned Residential Development (PRD) means a residential development permitted as a special exception use only within the R-2 and MU zoning districts which maximizes the common use of open space and recreational areas. This is accomplished by permitting flexibility of site design by allowing and combining various building types and housing styles, which do not necessarily correspond to the property development regulations of the zoning district in which the development is located. The entire land area of a PRD is under unity of title planned and designed to be developed in a single operation or by a series of prescheduled development phases according to an officially approved site plan which is subject to the site plan review process." Section 78-361 of the Village Code states that certain uses because their unique characteristics cannot be classified or regulated in a particular zoning district without consideration in each case of the impact of such uses upon neighboring uses and the surrounding area, compared with the public need for them at particular locations. Such uses and features are treated as special exceptions and the application needs to comply with a set of criteria and standards. On November 12, 2020, the Village Council approved (5-0) the application for a Special Exception Use for The Reserve a Planned Residential Development (PRD) in the R-2 Zoning District. During this meeting, residents submitted comment cards listing their concerns and opinions for the proposed development (see attached). Per the Village Code, once the Special Exception Use is approved by the Village Council; then, the subject application is required to be reviewed under the Site Plan Review process. The Site Plan Review process include compliance with Article IX, Division 2, Site Plan Review. In addition, the subject application will be heard by the Planning and Zoning Board; and then, it will be heard the by Village Council. The Site Plan Review process includes compliance with zoning code, aesthetics considerations and overall compatibility with the surrounding. PRD Design Criteria Per Code Sec. 78-227, Planned Residential Developments include design criteria that development applications need to comply with. The following responses were provided by the Applicant: (1) General objectives a. A suitable residential environment shall be provided by utilizing the potential advantages of the site, including suitable placement of the buildings and facilities in relation to the site and surrounding influences. Applicant Response: The site has been designed to promote a cohesive neighborhood development focused around the surrounding residential community to the north, and commercial plaza to the south. Features such as dog stations, benches, and shade features enhance the internal component of the residential development, and the pedestrian cross access to the commercial plaza enhances the possibility of creating alternative mobility options. b. Adequate open space related to buildings and other land improvements shall be provided. Applicant Response: The site provides for 31.5% open space. A waiver has been requested for the 3.5 % shortage. 0 c. Required off-street parking facilities shall be conveniently located within a reasonable distance to the dwelling unit. Applicant Response: All units have driveways, and garages to accommodate parking. Guest parking spaces are provided throughout the development, and are identified on the site plan. d. Existing trees and other natural features of the site shall be preserved. Applicant Response: The landscape design (which was previously approved) has preserved trees, where possible, and meets the general requirements of the Village's landscape code. e. The appearance of the buildings and grounds shall be enhanced with supplemental plantings to screen objectionable features and to control noise from areas or activities beyond the control of the PRD. Applicant Response: Where feasible, plantings have been provided to enhance the development, and create visual interest for the future residents of the community. Additionally, the Owner is adding additional plantings in exchange for the waiver requests for the development. f. All of the elements of the site plan shall be harmoniously and efficiently organized in relation to topography, the size and shape of the tract, the character of adjoining property, and the type and size of the buildings, in order to produce a livable economical land use pattern. Applicant Response: As this is an infill parcel, the proposed design is consistent with the property to the north (Casa Del Sol) which is an approved Planned Commercial Development, and is consistent with the other neighboring residential properties, which are located in unincorporated Palm Beach County continuing a consistent land use pattern. g. Arrangements of buildings shall be in favorable relation to the natural topography, existing desirable trees, views within and beyond the site, and exposure to the sun and other buildings on the site. Applicant Response: The current design, previously approved by Village Council will utilize the existing topography, and provide a community oriented design with the ability for unobstructed views to the surrounding areas. (2) Access and Circulation a. Principal vehicular access points shall be designed to encourage smooth traffic flow and minimize hazards to vehicular or pedestrian traffic. Merging and turning lanes and traffic medians shall be required where existing and anticipated heavy traffic flows indicate needed controls. Minor streets within the PRD shall not connect with minor streets in adjacent developments in such a way so as to encourage through traffic. In addition, visibility triangles of 25 feet in both directions from the point of intersecting lot lines shall be maintained at all intersections. Applicant Response: The proper ingress/egress points are designed for safe vehicular and pedestrian circulation. b. Access to the dwellings and circulation between buildings and other important project facilities for vehicular and pedestrian traffic shall be comfortable and convenient for the residents. Applicant Response: The unit access, as currently designed, is convenient for the end user. c. Access and circulation for firefighting equipment, furniture moving vans, garbage collection, deliveries and other large utility vehicles shall be planned with the appropriate design criteria as determined by the village engineer. Applicant Response: The site is designed for larger vehicles to service the needs of the site. 7 d. Streets shall not occupy more land than is required to provide access as indicated, and shall not create unnecessary fragmentation of the development into small blocks, nor shall streets be so laid out or constructed as to interfere with desirable drainage in or adjacent to the development. Applicant Response: The proposed asphalt drives do not occupy more land than required, as the street network consists of ingress into the site and a circular "U" shaped drive (Royal Palm Circle) to provide access to all perimeter buildings. There are two breaks in the street (Seagrape Lane, and Clusia Lane) to service the buildings internal to the development (Buildings 10, 11, 12, 13, 14). e. All major streets shown on the approved site plan as arterials or collectors shall be limited access facilities and the only vehicular access thereto shall be by public street. Applicant Response: Access to the proposed asphalt drives is provided via US Highway 1. f. Arterial and collector streets shall connect with similarly classified streets in adjacent developments. If no streets exist, the village engineer shall determine whether future connections are likely and desirable and shall have the authority to alter the design of the PRD to accommodate his judgment. Applicant Response: To encourage walkability, a pedestrian connection to the neighboring development is proposed. (3) Garbage and Refuse Collection a. Outdoor collection stations shall be provided for garbage and trash removal in a planned residential development when individual collection is not made and indoor storage is not provided. Applicant Response: Waste Management will provide curbside pickup. b. Outdoor collection stations shall not be offensive and shall be enclosed by a fence or wall at least as high as the containers and in no case less than four feet. Such stations shall be provided with self - closing gates to provide access to the containers. Applicant Response: This development will not provide a general collection area. As stated above, each unit will have curbside pickup. c. Access to indoor or outdoor collection stations shall be such that the removal vehicle need not make several unnecessary turning or backing movements. Applicant Response:: With the previous approval of this development, Waste Management has reviewed the site plan, and provided a letter of confirmation to service the site. VI. Site Plan Review — SPM 3-20 The Development Review Committee (DRC) reviewed the proposed site plan 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. The subject site plan was reviewed for compliance with the Planned Residential Development (PRD) Code requirements as follows: Zoning Review R-2/PRD REQUIRED BY CODE PROPOSED COMMENTS Minimum Lot 10,000 sq ft. for first 2 6.03 acres In compliance Size multifamily dwelling units plus 262,654 sq. ft. 3,356 sq ft. for each additional dwelling unit not to exceed a maximum density of 12 dwelling units per gross acre. Per -code minimum lot size: 56,984 sq. ft. Minimum Lot 80 ft. 347.47' In compliance Width Density Medium Density 5.4 — 12.0 11.44 du/acre In compliance dwelling units per acre. Max: 72 69 units units (12 du per acre) Minimum 1,100 sq. ft. for first 2 bedrooms 69 three -bedroom dwelling In compliance Living Area plus 225 sq. ft. for each units. additional bedroom. Min. 1,325 Min. 1,977 sq ft sq. ft. for a 3-bedroom dwelling. Max. 2,169 sq ft Site Requirements Front Yard R-2-Main Structure: 25' Main Structure: WAIVER Accessory Structure: 25' 18' & 22' (Residential Building) REQUESTED PRD-Front Residential: 25'* Accessory Structure: 34.5' (Fitness Center) 40.3' (Swimming Pool) Rear Yard R-2-20' for main building Main Structure: 20' from In compliance 10' for accessory building or balcony structure Side Yard — 7 %2' main and accessory Varies 7.6'—11.33' WAIVER North structure REQUESTED PRD -15' side corner* Side Yard - 7 %2' main and accessory 16' In compliance South structure R-2-Max 37% (97,182 sq. ft.) 30.9% WAIVER Lot Coverage PRD - Maximum 30% (78,761 sq. 81,099 sq. ft. REQUESTED ft.)* Open Space R-2 -Min 30% (78,761 sq. ft.) 31.5% WAIVER PRD - Minimum 35% (91,929 sq. 82,721.4 sq. ft. REQUESTED ft.)* Building R-2- 2 Stories/30' main building Buildings: 27' 6" In compliance Height or structure Fitness Center/Restroom: 15' 1 Story/ 15' for any accessory building or structure PRD-4 stories / 50' above average finish grade.* R-2/PRD REQUIRED BY CODE PROPOSED COMMENTS I M Parking Sec. 78-705 (8): 138 garage spaces In compliance c. Multiple -family: Two spaces Additional 69 driveway spaces per dwelling unit. 138 parking 19 guest spaces (compact spaces spaces) Min. Parking stall width 10' Fence Sec. 78-284 (a): 6' White PVC Fence In compliance Walls and fences may be erected or maintained within or adjacent to a property line to a height not exceeding six feet. No wall or fence shall be permitted to extend forward of the adjacent or nearest portion of the building front, regardless of the actual, allowed building setback line, on any lot or parcel *Requirements based on the Planned Residential Development (PRD) Code. The following graphics depicts the code requirement for fee simple townhomes: AL FRONT. T 7 r P -,,=— I —t— _ ,rs��►� :i! -- —� j zo I Required Y =77CP71 till 1 (Unit ##140 ,MCI+ _Irrit 1 Unit #1.413 I I � I I I, - Ll I 1 P I T-1 :.'� D : FALL IL LLA Ater M Required 15 Ft. Corner a ITT 10 Signage The application includes one monument sign, which complies with Village Code Sec. 78-740 (b) "Freestanding sign: One freestanding sign shall be allowed, not to exceed 30 square feet in total area, with a maximum height of seven feet above finish grade. The sign shall meet the setback requirement of Section 78-739. Up to 50 percent of the approved sign may be used as a changeable letter reader sign. Landscaping and irrigation at the base of any such signage shall be required." See drawing SP-2 that for square footage, material, color, and font. The applicant is proposing a sign that is six (6) feet in height and the sign copy area is 13.75 sf. Level of Service Per Division 2, Sec. 78-331, the subiect application was reviewed for compliance with Level of Service ctnnrlarrlc Development Phases Infrastructure and building will be developed in one phase. Waivers Requested by the Applicant The Applicant's proposed change from condominium to fee simple ownership has different requirements. In order to be in compliance with the Planned Residential Development (PRD) code requirements, the Applicant is requesting three (3) waivers. Code Section 78-226 of the PRD provides for the Applicant to request waivers to the Village Council: Section 78-226. - Property development standards. (1) Applicability of district regulations. As a basis for the preparation of a planned residential development application, or any future modification thereof subsequent to the initial review and approval, the development shall be guided by the regulations contained in this article along with the site and district regulations, except for building or structure height requirements as set forth in section 78-225(2), applicable to the specific zoning district within which the PRD is proposed. However, as part of the review and approval process by the village, the village council may modify such regulations for the PRD, provided the spirit and intent of this chapter are complied with in the total development of the PRD. The village council may, at its discretion, require adherence to established zoning district requirements within certain portions of the site if deemed necessary in order to maintain the spirit and intent of this chapter. However, under no circumstance shall the overall dwelling unit density exceed the maximum number of dwelling units permitted in the particular zoning district within which the PRD is located for that portion of the PRD platted as residential area. The Applicant is requesting the following three (3) waivers: Waiver L MW 78-225(10)(b) Open Space Requirement 7s-Zi6 (2) Lot Coverage 78-226 (3) (d) -Setbacks 78-226 (3) (d) -Setbacks Required 35% minimum 30% maximum 25' - Front 15' - Side Corner 31.5% 30.9% 18' & 2 2' Varies 7.6'—11.33' 11 The Applicant has increased the number of plantings and amenities as follows: L Dc Total Proposed Palms 1 61 1 63 Total Native Trees 160.5 % 1 5 3.5 Total Native Shrubs and 73.5% 75.9% Groundcovers Total Native Vegetation 71.5% 75.6% BUILDING DEPARTMENT REVIEW Please see attached review sheet from Mr. Jose Rodriguez, Village of Tequesta Building Official, referencing no comments. Further review will be conducted at the time the applicant submits construction drawings for permitting to the Building Department. TRAFFIC ENGINEERING REVIEW Please see attached review letter from Mr. William Grieve, P.E. from McMahon Associates, Inc. referencing no comments. SEWER, DRAINAGE AND WATER REVIEW Please see attached review letter from Mr. Matthew Hammond, P.E., and Village of Tequesta Utility Director, referencing no comments. Further review will be conducted at the time the applicant submits construction drawings for permitting to the Building Department. LAW ENFORCEMENT REVIEW Please see attached review letter from Asst. Chief McGrew, from the Village of Tequesta Police Department, referencing no comments. Further review will be conducted at the time the applicant submits construction drawings for permitting to the Building Department. FIRE SAFETY REVIEW Please see attached review letter from Chief James Trube, from the Village of Tequesta Fire Department, referencing no comments. Further review will be conducted at the time the applicant submits construction drawings for permitting to the Building Department. LANDSCAPE REVIEW Please see attached review letter from Mr. Stephen Parker, RLA, and Landscape Architect Consultant, referencing no comments. 12 PALM BEACH SCHOOL DISTRICT The applicant submitted the School Capacity Availability Determination (SCAD) form to the Palm Beach School District. The School District reviewed the application and provided their analysis and recommendation, see attached SCAD form. The following table presents the impact review and recommendation provided by the School District on the attached SCAD form: Jupiter Jupiter Jupiter Elementary School Middle School High School Impact Review New Students Generated 8 4 5 Capacity Available -131 155 -64 Utilization Percentage 1 115% 91% 102% Based on the findings and evaluation of the proposed development, there will be negative impact on the public school system. Therefore, if the proposed development is approved by the Village Council, School District staff recommends the following condition to mitigate such impact. In order to address the school capacity deficiency generated by this proposed development School District Staffs at the District elementary and high school level, the property owner shall contribute a total Recommendation of $87,189 to the School District of Palm Beach County prior to the issuance of first building permit. This school capacity contribution is intended to supplement the required school impact fee (impact fee credit has already been applied). Based on the above table, the School District is recommending an $87,189 contribution. This amount is a voluntary contribution intended to supplement the required school impact fee that the developer will pay to Palm Beach County. Thu 12/10/2020 3:20 PM Steve Cohen <scohencapanoinc.com> [EXTERNAL] RE: PLEASE CONFIRM- School Impact Fee To Nilsa Zacariasf Troy (Holloway (Troyd2gho.com); 'alec 2gho.com' Cc Lance Lilly Retention Policy 5 Year Inbox Clean -lip Policy (5 years) Expires 12/9/2025 Bing Maps + Get more ap Hi Nilsa, Based can updated PBC (pillage of Tequesta) specific impact fees, the new school projected impact fee total would be $443,212 (as of 8/1/20). As you see a major increase from the year prior. Sincerely, icconstruction FI ►i ri(hi, Iris;. Stephen Cohen 1054 Gateway Blvd, 107 Boynton Beach, FL 33426 C) 561-789-5558 E) scohen[a capanoinc.com 13 VI I. FINAL REMARKS This development application met the requirements set in Section 78-334 notice of hearing. The notice of hearing was published on December 7, 2020. Per the applicant statement, "the Owners and project team have always been available to the immediate neighbor to the north (Casa Del Sol) to discuss plans for the subject property. On August 20, 2019, the Owner's representative, and members of the project team met with approximately a dozen members of the Casa Del Sol Association, and the HOA Community Manager from Vesta Management. The Owner's representative also had follow up discussion with residents of the community, which ultimately resulted in no concerns being raised to the Village Council ahead of the January 9, 2020 approval. As the Owner wants to remain a good neighbor, steps have been taken to ensure that Casa Del Sol is informed about this current amendment to revert to Fee Simple. At the time of this submission, the development team has contacted the Casa Del Sol property management company, to provide an overview of this request." The Special Exception Use was approved by the Village Council (5-0) at the November 12, 2020 meeting. At the subject meeting, residents submitted comment cards listing their concerns and opinions for the proposed development (see attached). As indicated on the comparison table on page 4, the subject application is similar to the development that was approved by Village Council in January 2020. Density, height and number of units are similar including the architectural aesthetics. The significant difference is the platting and ownership: the previously approved development was platted as a condominium and the proposed application will be platted as fee simple townhomes. Section 78-226. of the PRD provides for the Applicant to request waivers to the Village Council. In order to comply with the Planned Residential Development (PRD) code requirements, the Applicant is requesting the following three (3) waivers: -Waiver LMJ - Required 111111L L_ Proposed 78-225(10)(b) 35% minimum L 31.5% Open Space Requirement 78-226 (2) 30% maximum 30.9% Lot Coverage 78-226 (3) (d) - Setbacks 25' - Front 18' & 22' 78-226 (3) (d) - Setbacks 15' - Side Corner Varies 7.6'—11.33' Staff recommends the following condition of approval: 1. Homeowner Association documents, in form acceptable to the Village Attorney, will be provided, approved and recorded prior to the issuance of any building permits. 14 2. Prior to issuance of the building permit, the applicant must comply with the following recommendations provided by Air, Water, & Soil Engineering, Inc. (AWSE) on the Phase I Environmental Site Assessment (ESA) report: o "AWSE recommends that proper abandonment of the former domestic water supply well on the 734 North US Highway 1 parcel and removal of the abandoned septic tank." o "AWSE recommends that the US Geological Survey Salinity Monitor Well, PB-872, be located on the 746 North US Highway 1 parcel and the US Geological Survey notified of the redevelopment of the property with respect to their well location." 3. Applicant shall coordinate with the south -adjacent commercial plaza to develop a pedestrian path that ensures both safety and connectivity for pedestrian traveling between the subject property and commercial plaza. 15 VIII. EXISTING CONDITIONS 16 Lance Lilly From: Jose Rodriguez Sent: Friday, September 18, 2020 5:31 PM To: Lance Lilly Subject: Re: dre review - THE RESERVE No comments from building Jose Rodriguez Building Official Sent from my Whone On Sep 18, 2020, at 3:08 PM, Lance Lilly <Ililly@tequesta.org> wrote: Good Afternoon DRC members, Community Development has received the resubmitted site plan of the previously approved "Reserve" project. The applicant is applying for a Special Exception Use and changing from a condominium development to a fee schedule (PRD) development. I will be delivering your site plan application package on Monday, September 21, to Police, Fire, and Landscaping. I will be uploading the digital version for the remaining reviewers. As a reference, I have attached the comments from your last reviews. Please provide us with your comments by September 29, 2020. If you have any questions, please feel free to contact me. Thank you, jWanw �&*- otnfiex Department of Community Development Village of Tequesta 345 Tequesta Drive Tequesta, FL 33469 (561) 401-9459 <RESERVE - fee simple SEU & SPM comments.pdf> 1 (qMcMAHON TRANSPORTATION ENGINEERS &PLANNERS McMAHON ASSOCIATES, INC. 2090 Palm Beach Lakes Boulevard, Suite 400 West Palm Beach, FL 33409 p 561-840-8650 1 f 561-840-8590 PRINCIPALS Joseph J. DeSantis, P.E., PTOE John S. DePalma Casey A. Moore, P.E. Gary R. McNaughton, P.E., PTOE Christopher J. Williams, P.E. TECHNICAL MEMORANDUM ASSOCIATES John J. Mitchell, P.E. R. Trent Ebersole, P.E. TO: Nilsa Zacarias AICP Matthew M. Kozsuch, P.E. Maureen Chlebek, P.E., PTOE Village of Tequesta Dean A. Carr, P.E. Jason T. Adams, P.E., PTOE Christopher K. Bauer, P.E., PTOE C C : R. Trent Ebersole, P.E. Mark A. Roth, P.E. John R. Wichner, P.E., PTOE Natalia T. Lercari, P.E., LEED FOUNDER McMahon Associates, Inc. Joseph W. McMahon, P.E. FROM: William A. Grieve, P.E. McMahon Associates, Inc. SUBJECT: The Reserve at Tequesta (69 multi -family units) -Site Plan Modification Review McMahon Project No. M11172.16 DATE: September 28, 2020 McMahon Associates, Inc. (McMahon) has completed a review of the 1) Site Plan Modification Justification Statement, prepared by Gentile, Glas, Holloway, and O'Mahony & Associates, revised September 17, 2020, 2) Construction Plans & Specifications, prepared by Jeff H. Iravani, Inc., Signed and Seal dated September 16, 2020, and 3) Site Plan, prepared by Gentile, Glas, Holloway, and O'Mahony & Associates, revisions dated September 17, 2020. McMahon conducted a review of the above -mentioned documents with regard to parking and traffic circulation and has no comments. If you have any questions, please feel free to contact me. Sincerely, William A. Grieve, P.E. Project Manager Engineering I Planning I Design I Technology mcmahonassociates.com To: From: CC: Date: Re: Village 345 Tequesta Drive Tequesta, FL 33459 Lance Lilly- Planner Matthew Hammond — Utilities Director Nilsa Zacarias — Community Development Director October 19, 2020 The Reserve at Tequesta — Utilities Development Review 5 1-768-0700 ww.tequesta.org The Utilities Department has reviewed the proposed site plan modification/re-plat for the Reserve at Tequesta project dated October 9, 2020 for conformance with utility requirements. The review included the following documents: • Re -plat for The Reserve at Tequesta by Legacy Surveying and Mapping, Inc. (Sheets 1- 3) • Site Development Plan for The Reserve at Tequesta by Gentile Glas Holloway O'Mahoney &Associates (Sheets SP1— SP3) • Construction Plans and Specifications for The Reserve at Tequesta by Jeff H. Iravani, Inc. (Sheets C1— C13) • Landscape Plan for The Reserve at Tequesta by Gentile Glas Holloway O'Mahoney & Associates (Sheets LP1— LP4) Based on the review of the above the following comments are offered: Re -plat 1) REPEAT COMMENT- Note that an easement and bill -of -sale will be required to be executed for the potable water infrastructure being turned over to the Village. CItA plan 2) No Comments. Construction Plans and Specifications 3) REPEAT COMMENT- Sheet C-6: Update the Tequesta Utilities contact to David Tinoco (note: no change is needed for the phone #) with the Building Permit Submittal. Vice -Mayor Kyle Stone Mayor Abby Brennan Council Member Laurie Brandon Council Member Frank D'Ambra Council Member Bruce Prince Village Manager Jeremy Allen Landscape Plan 4) Sheet LP-1: Specifically identify on the plans a root barrier between the proposed verawood and the adjacent proposed water main in the landscape buffer on the south property line with the Building Permit Submittal. Init#12? 5' L�nascape Buffer LEM Lance Lilly From: James McGrew Sent: Monday, September 28, 2020 3:51 PM To: Lance Lilly Subject: The Reserves Lance, It appears that the builders for the Reserve's added the bollards. I was advised a call box is by the pool area, and they are wiring for a camera system. These items would fulfill the Police Department's requests. Jim McGrew Assistant Chief of Police Tequesta Police Department 561-768-0522 1 Village of Tequesta Department of Fire -Rescue Services 357 Tequesta Drive 561-768-0500 Tequesta, FL 33469 www.tequesta.org Bias James Trube, Fire Chief October 19, 2020 Gentile,, Glas,, Holloway, O'Mahonev & Associates Inc. 1907 Commerce Lane, Suite 101 Jupiter, FL 33458 To Gentile, Glas. HotloA,-ay'. O'Mahoney & Associates, Upon review of the Reserve pro ject"s 10/9/2020 resubmitted site plan and plat, we find that the applicant has responded appropriately to all Fire Department comments. We have no ftn'ther comments or requests at this time. Feel free to reach out with any questions at (561) 768-0550. Sincerely, James Trube Fire Chief CC: Lance Lilly Nilsa Zacarias Vice -Mayor Kyle Stone Mayor Abby Brennan Council Member Frank D'Ambra Council Member Laurie Brandon Council Member Bruce Prince Village Manager Jeremy Allen - I Z 1 4�:M: " 7 Q I'S FEEN z=:: I mAii4 = M M PARKER @ YANNNETTE design group, inc, MEMORANDUM TO: Nilsa Zacarias, AICIP Lance Lilly Village of Tequesta Department of Community Development FROM: Stephen J. Parker, ASLA DATE: October 16, 2020 RE: The Reserve I completed a review of the revised landscape plans for The Reserve, as prepared by Gentile, Glas, Holloway, O'Mahoney and Associates, dated 10/09/20 and approve the plan as submitted. Please contact me with any questions. Sincerely, Ste e J. P rker, ASLA SJP/mp LANDSCNPE ARCHITECTURE 9 PLANNENG * GRAPHIC'S i I 1 1 81-5 SOLILII UI.S. Fligh\vay One SUIte 330 JUPIter, Honda 33477 561/747-5069 Lip. #LC-0000297 ORDER OF THE VILLAGE COUNCIL VILLAGE OF TEQUESTA REQUEST FOR SITE PLAN REVIEW APPROVAL CASE NO.: SPR 1- 19 IN RE: Gentile, Glas, Holloway, O'Mahoney & Associates, Inc., Applicant; Royal Tequesta LLC, Owner FILED: Village of Tequesta PROPERTY LOCATION: Date: 734 N US Highway I (-"Parcel I & Time.- 746 US Highway 1, Tequesta, FL 33469 (""Parcel 2"') LEGAL DESCRIPTION: Parcel 1: 30-40-43., N 200 FT OF S 650 FTOF GOV LT I LYG W OF SR 5 & AIL R/W Parcel 2: 30-40-433 N 150 FT OF S 800 FTOF GOV LT I W OF SR 5 & ADDL RfW (LESS TR IN 0 R9 5 OP 192) PARCEL CONTROL NUMBERS: Parcel 1: 60-43-40-3 )0-00-00 1 -0 170, and Parcel 2: 60-43-40-3 )0-00-00 1 -0 120 REQUEST: Approval of Master Site Plan ORDER APPROVING SITE PLAN APPLICATION This cause came on to be heard upon the above application and the Village Council of the Village of Tequesta having considered the evidence presented by the applicant and other interested persons at a hearing called and properly noticed, and the Village Council of the Village of Tequesta being otherwise duly advised, THEREUPON, THE VILLAGE COUNCIL OF THE VILLAGE OF TEQUESTA FINDS AS FOLLOWS: 1. The subject property is located in the R-2 Zoning District in the Village of Tequesta. 2. The applicant has submitted all documents required by the Village's Code of Ordinances for Village Council site plan review and final action. The application and all supporting documentation and presentation materials as reviewed by the Village Council at its January 9. 2020 meeting, and as kept on file r by the Village, are made a pan hereof and are hereby incorporated by reference. 4. According to Village Code Sec. 78-33 1, approval by the Village Council is required. Page I The applicants have applied for Master Site Plan approval in one phase to build a two (2) story 69-unit multi -family condominium residential development including one (1) monument sign, one (1) swimming pool, a fitness center, and a new landscaping plan, all in accordance with the application and all supporting dOCLImentation and presentation materials which are hereby made a part of this Order by reference as if fully set forth herein. 6. Under the provisions of the Village Code of Ordinances, the Village Council has the ri crht 0 , power and authority to act upon the request herein made. IT IS THEREUPON CONSIDERED, ORDERED AND ADJUDGED BY THE VILLAGE COUNCIL OF THE VILLAGE OF TEQUESTA, FLORIDA, AS FOLLOWS: The application for Master Site Plan approval, Case No. SPR 1-19 with reference to the above described property within the Village of Tequesta, Palm Beach Couilty, Florida, to approve a one phase master site plan in accordance with application and all supporting documentation and presentation materials attached hereto as Exhibit "'A" is hereby APPROVED. The following conditions of approval shall apply hereto: 1. Condominium Association documents, in form acceptable to the Village Attorney, will be provided, approved, and recorded prior to the issuance of any building, permits. :0 2. Prior to issuance of the buildilig permit, the Applicant must comply with the following recommendations provided by Air, Water, & Soil Engineering, Inc. (AWSE) on the Phase I Environmental Site Assessment (ESA) report: a. "AWSE recornmends that proper abandonment of the former domestic water supply well on the 734 North US Highway I parcel and removal of the 4:) abandoned septic tank." b. "AWSE recommends that the US Geological Survey Salinity Monitor Well, C location." 3. Applicant shall coordinate with the south -adjacent commercial plaza to develop a pedestrian path that ensures both safety and connectivity for pedestrians traveling between the subject property and commercial plaza. Page 2 DONE AND ORDERED THIS LAY OF JAN Al 0 . Y, • i 1 t}wrr���rrrrrrr�ir A PldAfL AR154NAN .,. VILLAGV OF TEQUESTA Ire AV L.I MWILLIAM, MM .•' VILLAGE CLEF SEAL .3;om INCORPORATED # �y FV yid ` i�i /if F�r �#�`(+/��d�!/jyilll l�klll41x11�t�� S14 Page ORDER OF THE VILLAGE COUNCIL VILLAGE OF TEQUESTA REQUEST FOR SPECIAL EXCEPTION CASE NO.: SEU 5-20 IN RE: Gentile, Glas, Holloway, O'Mahoney & Associates, Inc., Applicant; Royal Tequesta LLC, Owner PROPERTY LOCATION: 734 N US Highway I., Tequesta, FL 33469 ("Parcel I"); & 746 US Highway 1, Tequesta, FL 33469 (0.*'Parcel 2") LEGAL DESCRIPTION: Parcel 1: 30-40-43, N 200 FT OF S 650 FTOF GOV LT I LYG W OF SR 5 & ADDL RiW Parcel 2: 30-40-43, N 150 FT OF S 800 FTOF GOV LT I W OF SR 5 & ADDL. R/W (LESS TR IN OR950P 192) PARCEL CONTROL NUMBERS: Parcel 1: 60-43-40-30-00-001-0170. and Parcel 2: 60-43-40-30-00-001-0120 REQUEST: Special Exception Use (Planned Residential Development) approval, to build a set of two (2)-story 69-unit fee simple townhomes and amenities in the R-2 Zoning District. The application also includes a landscaping plan and a monument sign. The subject property is located at 746 US Highway I and 734 N. US Highway 1, Tequesta, Florida, 33469. ORDER GRANTING SPECIAL EXCEPTION This cause came on to be heard upon the above application and the Tequesta Village Council havino, considered the evidence presented by the applicant and other interested persons at a t-1 hearing called and properly noticed, and the Tequesta Village Council, being otherwise duly advised, THEREUPON, THE TEQUESTA VILLAGE COUNCIL FINDS AS FOLLOWS: I . The subject property is located in the R-2 Zoning District in the Village of Tequesta. 2. The applicant submitted all documents required by the Village's Code of Ordinances for Special Exception review and final action. 3. The application and all supporting documentation and presentation materials as z:1 reviewed by the Village Council at its November 12, 202-0 meeting, and as kept on Z-- file by the Village, are made a part hereof and are hereby incorporated by reference. Page 1 of 3 4. According to section 78-174(d)(7) of the Official Zoning Ordinance of the Village of Tequesta, Planned Residential Developments (PRDs) are permitted as a special exception use in the R-2 Zonint, District upon approval by the Village Council. 5. The applicant has applied for a special exception use approval to build a set of two (2)-story 69-unit fee simple townhomes and amenities with a landscaping plan and a monument sign, all in accordance with the application and all supporting documentation and presentation materials which are hereby made a part of this Order by reference as if fully set forth herein. 6. Under the Village Code of Ordinances, the Village Council has the right, power and authority to act upon the request herein made. IT IS THEREUPON CONSIDERED, ORDERED AND ADJUDGED BY THE VILLAGE COUNCIL OF THE VILLAGE OF TEQUESTAI FLORIDA, AS FOLLOWS: The application for Special Exception No. SEU 5-20, to build a set of two (2)-story 69-unit fee simple townhomes and amenities with a landscaping plan and a monument sign, all as described in the supporting documentation and presentation materials at the above -referenced property in the Village of Tequesta, Palm Beach County, Florida, in accordance with the application and other materials reviewed and considered by the Village Council and attached to this order as Exhibit A is Z� hereby APPROVED Please note: 0 The term applicant(s) as used here shall include all successors and assigns. E The applicant's special exception approval shall expire in twelve (12) months unless a building permit has been obtained, preliminary site plan or plat approval has occurred, or other significant action to satisfy the requirements of this approval have occurred in accordance with Sec. 78-368. DONE AND ORDERED THIS tl DAY OF NOVEMBER 2020. �iu-Y�i Ot.U�.�C,�a.. a 1� LORI McWILLIAMS, MMC VILLAGE CLERK NO 6�4 0 Cj >: SEAL ahlannPORATED: V0 %0 4 r? --, ....... ...... ij?z XN F FV VON 1161116111O11"111111iflize 2 of 3 YO)k ABIGAIL BRENNAN., .,LAGE OF TEQUESTA Exhibit A Pace 3 of 3 f&93 -b-3Ck,3Id,9 ad-jCj' jR!j TSS :)J" Complete comment card. Be sure to include the agenda item number, if appropriate. 2. Submit to the Village Clerk as early as possible (Clerk is at the dais). 3. When your name is called, approach the pcdiLIM, provide your name and address for the record. 4. You have three (3) minutes in which to address the Village Council. 5. Any person making impertinent or slanderous remarks or who becomes boisterous while addressing Council shall be barred frog n further audience before Council by the presiding officer, unless permission to continue or again address Council is granted by the majority vote of the Council Members present. f—ITr '.0 d Too) L !-I SO I i-n a 1., Comm Ll-n ica-don, S Fr ann 10-i-dZells zin; jR Li as jacor�z 1. Complete comment card. Be sure to include the agenda item number, i-Iapprojorlate. 2. Submit to the Village Clerk as early as possible (Clerk is at the dais). 3. Wnen your name is called, approach the podiLIM, provide your name and address for the record. 4. You have three (3) minutes in which to address the Village Council. 5. Any person making impertinent or slanderous remarks or who becomes boisterous while addressing Council shall be barred from further audience before., Council by the presiding officer, unless permission to continue or again address Council is granted by the majority vote of the Council Members present. e*'-k 1. in q's Address: /0 EmWi: e 'vim �.�� •Cew General Comments and Concerns General Comments and Concerns 3 Unassigned i t 11/10/2020 8:30 PM Website 73.85.69.7 St�BMI[TTER Cheryl Koenig CONTACT o&-desig pis,.', gcomcast.net REQUEST DETAILS View Request c-,:rrp IMI Not in favor of the proposed 69 unit development at 734-746 US Hwy I in Tequesta- I live across the street in Tequesta and traffic is already congested in this area. Since US HWY I was taken down to 2 lanes it is a nightmare getting out of our community at various times during the day- It is also bumper to bumper traffic at certain times especially during season. We don't need the addition of 150 cars in this small area. Cheryl Koenig cckdes-jP-n.,;vt-t , tome-ast-net 'j T I T email K �/o Lori McWilliams From: noreply@civicpIus.com Sent: Wednesday, November 11, 2020 2:28 PM To: Lori McWilliams; MaryAnn Grieser Subject: [EXTERNAL] Online Form Submittal: E-Mail Form for Council Comments "This Email was sent from an external source. Please be mindful of its content" If you are having problems viewing this HTML email, click to view a Text version. E-Mail Form for Council Comments Council meetings and Workshops will be held in the Council Chambers with limited seating due to required social distancing and mask usage per CDC guidelines. Residents will also be able to watch a live stream of the meeting via the Village's Youtube Channel https: //bit. Iv/VOTYoutu be. If you wish to submit a comment to the Village Council for a council meeting, please use this citizen comment card. Contact the Village Clerk's Office at 561-768-0440 with questions. Please reference Resolution 25-18 regarding public participation. Should you wish to submit written or physical evidence during the meeting., please send in this form and then email the information to: Imcwilliams@tequesta.org. For additional information, contact: 561-768-0443. Name- John E Huley e-mail johnhuley@aol.com address -: Phone 2034704577 Number_,,: Agenda SEU 05-20 Re: Royal Tequesta LLC Item #: Citizen Greetings, and thank you for listening to my comments. I reside in Casa Del Sol, directly north of the subject property and Comment I'm glad the subject property has been approved for residential development. I understand the owner has leveraged the subject property several times and is trying to get most of his money back. Many residents feel the project is designed more for money reasons than keeping in line with our Beautiful Tequesta community. This being said, we are not opposed to the development in general. I have two concerns- 1. the project density will bring additional traffic of approximately 138 new cars to the US 1 entrance of the development. Has an impact study from the anticipated traffic been done? If so, can you please share the outcome. 2. The subject project is likely to turn into rentals, thereby challenging the value of the Casa Del Sol community. We already have a new community with 16 units directly west of our Casa Del Sol development. These 16 units are now all rentals, as none have sold. Can rental restrictions be put on the new development such that Casa Del Sol isn't surrounded by 85 rental units? I'm sure the council can appreciate our concern of a transient community developing around us. In conclusion, a reasonable solution (for Casa Del Sol) could be to reduce the number of units and build more elegant structures. The problem of getting their return on land investment is turning away potential buyers as they do due -diligence on the neighborhood. Respectfully submitted, John Huley * indicates required fields. View any uploaded files by signing in and then proceeding to the link below: llttp://www.teguesta.orp,/Admin/FormHlstory.aspx?S ID-9391 The following form was submitted via your website: E-Mail Form for Council Comments Name: John E Huley e-mail address: joh.nhuleyaol.com Phone Number: 2034704577 Agenda Item #: : SEU 05-20 Re: Royal Tequesta LLC Citizen Comment: Greetings, and thank you for listening to my comments. I reside in Casa Del Sol, directly north of the subject property and I'm glad the subject property has been approved for residential development. I understand the owner has leveraged the subject property several times and is trying to get most of his money back. Many residents feel the project is designed more for money reasons than keeping in line with our Beautiful Tequesta community. This being said, we are not opposed to the development in general. I have two concerns-. 1. the project density will bring additional traffic of approximately L' ) 8 new cars to the US I entrance of the development. Has an impact study from the anticipated traffic been done? If so, can you please share the outcome. 2. The subject project is likely to turn into rentals, thereby challenging the value of the Casa Del Sol community. We already have a new community with 16 units directly west of our Casa Del Sol development. These 16 units are now all rentals, as none have sold. Can rental restrictions be put on the new development such that Casa Del Sol isn't surrounded by 85 rental units? I'm sure the council can appreciate our concern of a transient community developing around us. In conclusion, a reasonable solution (for Casa Del Sol) could be to reduce the number of units and build more elegant structures. The problem of getting their return on land investment is turning away potential buyers as they do due -diligence on the neighborhood. Respectfully submitted, John Huley Additional Information: Form submitted on: 11 /11 /2020 2:27:31 PIVI Submitted from IP Address: 73.245-5.8 Referrer Page: No Referrer - Direct Link Form Address: http://www.tequesta.org/Forms.aspx?F'ID=192 2 Lori McWilliams From: noreplycivicplus.com Sent: Tuesday, November 10, 2020 8:53 PM To: Lori McWilliams; MaryAnn Grieser Subject: [EXTERNAL] Online Form submittal: E-Mail Form for Council Comments **This Email was sent from an external source. Please be mindful of its content** 1666m9sa�.asv////.v/.u.::•ml.=".=:::::,�i:::::/iiN .r///i/i/.w.w.v y% .wr/.evi/� /.sYA�fYAegi955acv .vwY/A�l4MMQ/N%N/�i+r/�.cs•/'� �/f/resJa+�.��.+./wiit>tN //,sUh�e/,0� NNN/HNfs'.wt✓ww�w/vki�%/.�.cr..iHNM ii�i/.>i...v�i//%/✓.t+//.v/.vu/svhv///p.:c�.w/ivw/.a../i. //iivrvr�55>isc�.rush•isv//tcvv///iN//i/.v�/.ruj..v/Ei/iv/ii/.v�/dHvna/p/✓,a/NhV/k.vii� //NAss.'//N///.ffli If you are having problems viewing this HTML email, click to view a } 1.ex t v ct-s i { � n. E-Ma i I Form for Council Comments Council meetings and Workshops will be .held in the Council Chambers with limited seating duo to required socia0UPW distancing and mask usage per CDC guidelines, Residents will also be able to watch a live stream of the meeting via the pillage's outube Channel h_ttp , r t T`Yc m to . If you wish to submit a comment to the Village Council for a council meeting, please use this citizen comment card. Contact the 'pillage Clerk's Office at 561-768--0440 with questions. Please reference Resolution 25-18 regarding public participation. Should you wish to submit written or physical evidence during the meeting, please send in this fora and then email the information to: lmcwilliamstequesta.org. For additional information, contact: 561-768-0443. .f Name M Kanev, e-mail Miko76 c comcast.net address Phone 561w63g-1 1 33_ ... ,._..... __ Number Agenda Item #: Citizen dear Members, This letter is in regards to the "Application from Royal Tequesta LLC for a Special Exception use" please Comment when reviewing this application think of this beautiful Tequesta village. I understand things do not last forever however we don't need another housing development especially one that has 60 units. Just think of this. How is that going to work? What about the traffic? All those people and cars. How is this going to work with the new bike lanes that were installed? It makes absolutely no sense. It's bad enough we have to look at what they did to Jupiter. Now its our turn? For what?Taxes? Over crowded schools? Crime? Please enough is enough. This is our village please add something on this land that is beneficial to all. Like an essential business . * indicates required fields. View any uploaded fibs by sianinv, in and then proceeding to the link below: http://www.teguesta.orv,/Admin/FormHistga.aspx?SID=9390 The following form was submitted via your website: E-Mail Form for Council Comments Name: M Kane e-mail address: Miko761@comcast.net Phone Number: 56 1-339-1133 Agenda Item #-, : Citizen Comment: Dear Members, This letter is in regards to the "Application from Royal Tequesta LLC for a Special Exception use" please when reviewing this application think of this beautiful Tequesta village. I understand things do not last forever however we don't need another housing development especially one that has 69 units. Just think of this. How is that going to work? What about the traffic? All those people and cars. How is this going to work with the new bike lanes that were installed? It makes absolutely no sense. It's bad enough we have to look at what they did to Jupiter. Now its our turn? For what?Taxes? Over crowded schools? Crime? Please enough is enough. This is our village please add something on this land that is beneficial to all. Like an essential business Additional Information: Form submitted on: 11/10/2020 8:52.-45 PIVI Submitted from IP Address: 73.85.69.7 Referrer Page: https:j(/www.-q-oogle.com/ Form Address: http://www.teguesta.org/Forms.aspx?FID=1 92 - VILLAGE O F TEQUESTA ----------------------- DEPARTMENTAL USE ONLY : Department of Community Development Ck. # Fee Paid: 3454'equesta Drive Intake Date: r-A* Tequesta, Florida 33469 Ph: 561-768-0451 / Fax. 561-768-0698 PROJECT #: L------------------------ 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,, andlor 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 530 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. 1 I. PROJECT DESCRIPTION & OWNER/AGENT INFORMATION I PROJECT NAME: The Reserve @Tequesta PROJECT ADDRESS: 734 N. US Highway 1, Tequesta, FL 9 746 US Hicihway 1, Tequesta, FL DESCRIPTION OF PROJECT: Modification to an approved site plan to depict fee simple lot lines for a 69 unit development Property Control Number (PCN), list additional on a separate sheet: See attached Estimated project cost: Property Owner(s) of Record: Royal Tequesta, LLC - Stephen Cohen Address: 105 Foulk Road, Wilmington, DE 19803 Phone No.: 561-789-5558 Fax No.: E-mail Address: scohen@capanoinc.com Applicant/Agent (if other than owner complete consent section on page 3): Name: Gentile Glas Holloway O'Mahoney & Associates, Inc. - Troy Holloway, PLA/ Alec Dickerson Address: 1907 Commerce Lane, Suite 101, Jupiter, FL 33458 Phone No.: 561-575-9557 Fax No.: 561-575-5260 E-mail Address: troy@2gho.com/alec@2gho-com 1 A) ZONING DESIGNATION R2 C) Existing Use(s) Vacant D) Proposed Use(s), as applicable Multifamily Residential 111. LAND USE & ZONING B) FUTURE LAND USE DESIGNATION Medium Density Residenti 111111. ADJACENT PROPERTIES ------------------------- NORTH ..................... SOUTH ---------------------------- EAST IWEST Name of Business/ Subdivision - ----------------- Casa Del Sol I .and Use I Designation Residential Med D Commercial HR-1 2 (PBC) IR-12(PBC) Zoning Designation — — - Existing Use(s) Approved Use(s) - - Residential commercial development - Residential Residential R-2 - C-2 RH (PBC) ---------- - RH(PBC) ------- ---------------------------------- Residential --- ------- --- — ------------------ Countyline Plaza --.. ---------------- I Intracoastal Place !I Tequesta Hills . --------------------- . ................ Commercial Plaza --------------------------------------- Residential condos Residential IV- APPLICANTS 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. See accompanying justification statement 2 v. owwER/aPaucaMrIEMBMrMID caNsEnR Conseint stet meet (to be completed if owner Is using an aged Vwej the owners, hereby give consent to Gentle Gin Hdkway o'Mahoney & Asaoclates, I= 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 hearino 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 regufttions of the Village of Tequesta, Florida Code of Ordinances. I/we further certify that all of the informs on contained in this application and all the documentation submitted is true to the best of my/our knowledge. Royal Tequesta, LLC -Stephen Cohn M. Troy Holloway, PLA Owners Name (please Pfint) Appiicant/AgenYs N (please print) Owne s Signature Applj(anV%genj s Sipawe 5620 020 Daft fr�_JL Date Via AP'PUCATIQN (1) Pre-npptvtIon mee#ng. A pre -application submittal meeting shall be held with the owner and/or applicant and his/her design team and the conununity development director and his,/her development staff. A $300.00 fee app►iks. (Z) ReWew by the De elOgpment Review Committee (DRC). The Community Development Director or c ignee shall submit such application for departmental staff and consultant review within 30 days of receipt of a completed appllcation. •, a $4WM fee applfim (3) Revlew by the pl f ar `Zm&g 8wrd. The Community Development Director or des%nee shall submit such application for Planning and Zoning Board review within 45 days of receipt of a completed applatlon_ �: a $MOO fee (final aMova!) ,R a $50" fee ftecamniendotAm to 'i stage Corr wo) applies (4) Revi'ew by Marge Caum , 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. a $ .oi3 The plus an additional fade based on the estimewd Cost of work appres. To mover all eddlUonal adminlstrative tons, actual or anticipaW, incktdlrqi, but not limited to, engineving fees, consultant fees and special studles„ the applicand shall ocompennte the village for all such costs prior to the ps�oeessing of the applicatlan or not later than 30 flays after final application approval whichever is determined as ap propriate by the village. Failure to ,rake such payment may be grounds for not issuing a building or zoning perrntt, coMficatte of occupancy or completion. Costs associated with advertising for pubec hearings and other pubbc notice requirements are the responsibUity of the applicant. The fee shall be paid prior to sup it ,t, hedu led for a public hearing requiring notice. Owne 's Signature to Adv�owie e I VII. APPLICATION SUBMITTAL REQUIREMENTS AND REVIEW PROCESS I 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)fuHsize 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 PDFftles including the completed application. 5) Any other documents, maps, photographs, or drawings that may help clarify the position of the applicant. IVOTE: 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 1 submittal I DRC comments provided to Applicant within 1 week of DRC meeting I I - Re -submit application Deadline is 2 weeks following receipt of LC DRC comments 4 Planning & Zoning Board Meeting - recommend approval (3' Thursday of each month) Village Council Meeting -final approval 1 (2 d Thursday of each month) VIII. 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 i 6.03ac 262,654 sf Total number of units (multi -family) 169 Total square feet of each primary structure 'Total AC square footage per Bldg. 144, 285 - — ----------- ------ Total square feet of accessory structures 1 725sf . ....... ........ — ---------- Total footprint of each building in sq ft & % 1849945- 32.3% . ............ Overall mean building height & number of stories 26�9" / 2 stories, not to exceed 50' - - - --------- Finished floor elevation for all structures ----- - ---------------- - ----- - - — - - ---- - - - ----------- - - - ------ Total project density in units per acres, if applicable Total proposed off-street parking spaces Height and location of proposed fences and/or walls - --------- - - ---------- -- Proposed drive aisle width — - - — -- - --- - -----------­--------- -- - - — - - ------------------------------ Proposed sidewalk width range of 19 - 24 111.44 du/ac 1226 spaces — — — ---- - ---- — - -- - -- ---- - -------- - - - ---------- - --- 16' PVC fence on south and west sides of pr '24' — --- — ---- - ----------------------- - --- 4f 5 c Provide site data and setbacks: Lot coverage Impervious area Open space area TOTAL SQ FT Side Side Rear Front Primary structure Accessory structure d. Plans and location for recreation facilities, if any, including buildings and structures for such use. aAll mechanical equipment and dum[sterlocations, screens and buffers. f. Refuse collection and service areas. g. Access toutilities and points ofutilities hookups and location mfall fire hydrants close enough for fire protection. h. Plans forsk§nage including size, location and orientation. i Project information on bads, employees, seating, etc as necessary depending upon the type of development. j. Exterior lighting ofall 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) Requiredf|ondp|m\n management data: a. Flood zone designation b. Base flood elevation C. Coastal high hazard design considerations ENGINEERING PLANS (1) Proposed access U 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 anindependent engineer. (4) Plans for the extraction of fill and mineral resources and alterations or modifications to the dope' elevation, drainage pattern., natural vegetation and accessibility of the 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 belimited tothe following: e. Future right-of*veydedications. b. Intersection improvements. c. Traffic control devices. d. Traffic generation analysis. m. Distribution and assignment oftraffic access. f. Additional roadway needs. �01 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 ---------------- ------ ------------------------------------------------------ ---- -- ------- - - -- ---- --- r --------- - - - ---------- - - - ---- - -------------------------- T -- - --------- -...----------..---------------------- Number of trees (including percent native) i 178 79 (68% native) ----- - - ------ - -------------- — — -- ----------------- - -- ------- -- ---------- . . . ............. ..... r ----- - - -- ------------ - - ---------- - ---- --------- - ---- ---------- - Number of shrubs (including percent native) I 150% required i 75.9% (3,611 of 4,755) ------- --- ---------------------- ---------------------------- ----------------- ---------- --------------- r . ............. - --------- - ------- - ------- - - -- - --- ----- Amount of groundcover (including percent native) :50% 1 included in shrubs total ------------------------ --- ------------ ---------------- .. ..................... .... ............. --- - ---- - - ---------- ------------- - - - - ---- ----- — - - - ---- --- ----------- - — ----------- - ---- - ----------- T Total percent of native vegetation :50% 175.6% 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 11, pertaining to environmentally sensitive lands. (2) Notification of neighboring jurisdictions of any external impacts that aproposed 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 (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. Other municipal, county, state and/or federal agencies as may be applicable. 8 MAP 4 WA Landscape ArchItects Planners Environmental Consultants LC-0 0001 7 } GENTILE I GLAS HOLLOWAY 01MAHONE YAksoc iatts, Inc. George G.Gentile IASLA Troy H 011 oway ASLA Emily M. ' ahoney [ASLA Dodi Buckmaster G Ias AIQ THE RESERVE AT TEQuEsTA: PLANNED RESIDENTIAL, DEVELOPMENT TEQUESTA9 FLORIDA SITE PLAN MODIFICATIONIREPLAT JUSTIFICATION STATEMENT JUNE 299 2020 REVISED — OCTOBER 9, 2020 INTRODUCTION/REQUEST : On behalf of the Owner, Royal Tequesta, LLC, Gentile Glas Holloway O'Mahoney & Associates, Inc. respectfully requests review and approval of a site plan modification and special exception application to the recently approved "The Reserve at Tequesta" development. After diligent coordination between the Owner, and Village staff, the Owner now proposes a site plan and plat that provides for 69 fee simple units, and amenities located on ± 6.03 acres. With this site plan modification, the Owner is also requesting request to develop the project as a Planned Residential Development (PRD). Note, the PRD process is a special exception use within the R-2 zoning district, and the required information necessary for review has been provided under separate cover. PROJECT ADDRESS: As the proposed site is comprised of two parcels with separate addresses, the Owner intends to use the 746 US Highway 1 address for the purposes of site development. PROJECT OVERVIEW/JUSTFICATION In 2019, The Reserve at Tequesta was approved for a land use change to Residential Medium Density, and a Rezoning change to R-2; Multiple Family. On January 9, 2020, the site plan consisting of 69 condominium units was approved. After close coordination with the project team and Village staff members, the Owner has decided that Fee Simple Ownership is more desirable and marketable. As such, the site plan and other miscellaneous drawings have been updated to reflect the technical differences from the approved condominium plans. Note, there is NO increase in density or any other substantial changes to the site design. The applicable plans have only been updated to show fee simple lots, and other improvements that will ensure a cohesive community. Further, the development will be tied together by a Homeowner's Association, and have a Master Declaration of Restrictive Covenants, ensuring that the 69 unit development, will remain a 69 unit development in perpetuity. A Unity of Title, Declaration of Restrictive Covenants, and HOA Articles of Incorporation for the development are included with this submittal. Over the last few years, the owner has diligently researched the housing market in the Village of Tequesta, and has determined that the current market trends are excellent to offer a well -designed infill development project that provides a modest impact to growth and services in the area. The proposed infill development will not have significant traffic impacts on the surrounding roadway network, and 1907 Commerce Lane, Suite 101 Jupiter, ! l ■ il& 34 5 1 -5f 5-95-5 5bl-575-.5260Fax ! w 1 Bosco ■i The Reserve at Tequesta — Planned Residential Development Tequesta, Florida Replat / Site Plan Review June 29, 2020 Revised October 9, 2020 2 1 P a g will bring substantial economic benefits to Tequesta. Further, the project will have no impact to the existing surrounding land uses. Site Plan The approved project consists of fourteen (14) separate buildings placed across the 6.03 acre site. The buildings will be 4, 5, and 6 unit buildings. Gated pedestrian access points are provided on the north and south sides of the development, and finally, an amenity area is provided, adjacent to US Highway 1. The development remains in conformance with the PRD height requirement as it does not exceed 4 stories, or 50' . As depicted on the site plan, the buildings are placed in a design that fully takes advantage of the vacant infill parcel. Typically, infill development sites can be challenging due to the existing infrastructure already on site, however, the owner along with design team have taken immense considerations to ensure that the project functions without being detrimental to any of the surrounding properties. Additionally, as this site plan modification does not present any changes to the approved design, the previously submitted (and acknowledged) service availability letters remain valid. For reference, these letters have been included in this submittal package. COMPATABILITY WITH SURROUNDING PROPERTIES: The subject properties are situated in a commercial corridor on US Highway 1, approximately 5 3 5' south of County Line Road. Below is a chart showing the surrounding Land Use and Zoning. As previously mentioned, the companion land use map amendment to residential medium density, and rezoning requests will increase the compatibility, in the area as the developments to the north and east have residential uses. Property Future Land Use Zoning Subject Properties Residential Medium Density R-2; Multiple Family District Vacant North Residential Medium Density R-2; Multiple Family District Casa Del Sol South Commercial C-2; Community Commercial Countyline Plaza East HR-12 RH Broadview Condominium unincorporated PBC unincorporated PBC West Institutional C-2; Community Commercial Tequesta Public Works District P:\Tequesta - The Reserve 18-0820\Applications\Site Plan Modification 2020\Application Materials\SPM Justification Statement.docx The Reserve at Tequesta — Planned Residential Development Tequesta, Florida Replat / Site Plan Review June 29, 2020 Revised October 9, 2020 3 1 P a g PLANNED RESIDENTIAL DEVELOPMENT: The purpose of the Planned Residential Development (PRD) process is to encourage the accomplishment of a more complete living environment through enlightened and imaginative approaches to community development. Based on staff s interpretation of the code, the PRD process is required in order to modify the ownership from condominium to fee simple. While there are no substantial plan changes to the recently approved development, the definition of a multiple family dwelling unit specifically excludes townhome use from its definition. Since the townhome housing type is excluded as a multiple family use, the subject development, which proposes property lines for the proposed units, is subject to the PRD process which is a Special Exception in the R-2 zoning district. The specific Special Exception criteria will be justified elsewhere in this document. WAIVERS As previously mentioned, the submitted site plan was approved by Village Council in January, 2020 as a condominium project. The only change with this proposal is that the Owner, now proposes fee simple ownership. As such, the subject application is being submitted, in accordance with the Village code as a Planned Residential Development. The Owner is requesting three (3) waivers for the project. As stated in Sec. 78-226 of the Village code, and as part of the review and approval process by the Village, the Village Council may modify such regulations for the PRD, provided the spirit and intent of this chapter are complied with in the total development of the PRD. With that, the Applicant requests three waivers for the project, as depicted in the chart below. Waiver* Required Proposed 78-225(10)(b) — Open Space Requirement 35% minimum 31.5% 78-226 (2) — Lot Coverage 30% maximum 30.9% 78-226 (3)(d)(3) — Setbacks 25' front 18' & 22' F13'_side corner varies 7.6' — 11.33' *Waiver requests are also denoted in the site data on sheet SP-1 Section 78-221 of the Village's zoning code states that the purpose and intent of a Planned Residential Development (PRD) is to encourage imaginative and enlightened approaches to community development. The subject property has remained undeveloped for a number of years, and the Owner has developed the submitted site plan that is logical, and stays below the required density set forth in the Comprehensive Plan. Additionally, the requested waivers are minimal, and are only requested because of the more strict requirements within the Planned Residential Development process, versus the previously approved site plan that was only required to follow the R-2 zoning district standards. To summarize, the Owner proposes a 3.5% decrease in minimum open space, a 0.9% increase in maximum lot coverage, and a minimal deviation from the front and side corner setbacks (specific to Planned Residential Developments). P:\Tequesta - The Reserve 18-0820\Applications\Site Plan Modification 2020\Application Materials\SPM Justification Statement.docx The Reserve at Tequesta — Planned Residential Development Tequesta, Florida Replat / Site Plan Review June 29, 2020 Revised October 9, 2020 4 1 P a g RF,P1 AT-_ The owner intends to use the two subject parcels to yield the proposed development program. As such, the Owner will request plat approval. The original plat document was approved on January 20, 2020, however, it was depicted as a condominium development. The plat has been updated to reflect fee simple ownership, and will continue to be consistent with Chapter 177 of the Florida Statutes. COMMUNITY BENEFIT In exchange for the approval of the requested PRD waivers, the Owner will provide additional landscaping and amenities for the development. Note, the development provides for multiple open areas within the proposed community. As such, the Owner proposes to increase the number of overall plantings, and number of trees to enhance the "place making" aspect of the development. Additionally, the site plan has been updated to provide for additional dog bag dispenser stations to aid in ensuring a pleasant, clean community can be maintained for the future residents. The site will also provide for cross access, in addition to the creation of a new 7'-8' concrete public walk adjacent to US Highway 1. Please see tables below that depict the increase in particular site amenities Amenity Approved Plan (January 2020) Proposed Plan Dog Dispenser Station 3 5 Materials* Approved Plan (January 2020) Proposed Plan -Landscape Total Proposed Palms 61 63 Total Native Trees 60.5% 53.5% Total Native Shrubs and Groundcovers 73.5% 75.9% Total Native Vegetation 71.5% 75.6% *Please refer to Landscape Plans for additional details Cross Access This site proposes to provide gated pedestrian access to the North (Casa Del Sol) through the subject property, and to the South (Countyline Plaza). The intent is to provide an effective means of mobility for the residents of these properties to this commercial strip center. Once the access gate is in place, a code will be given to the existing residents of Casa Del Sol, and future residents of The Reserve. Please note, a Temporary Construction/Permanent Access Easement Agreement with Countyline Plaza for the subject cross access has been submitted to the Village of Tequesta for review. It will be fully executed, and recorded upon approval of the proposed site plan. Planned Residential Development Design Criteria The Applicant will address the below criteria as stipulated in Section 78-227 of the Village's Zoning Code. P:\Tequesta - The Reserve 18-0820\Applications\Site Plan Modification 2020\Application Materials\SPM Justification Statement.docx The Reserve at Tequesta — Planned Residential Development Tequesta, Florida Replat / Site Plan Review June 29, 2020 Revised October 9, 2020 5 1 P a g (1)General objectives. a. A suitable residential environment shall be provided by utilizing the potential advantages of the site, including suitable placement of the buildings and facilities in relation to the site and surrounding influences. Response: The site has been designed to promote a cohesive neighborhood development focused around the surrounding residential community to the north, and commercial plaza to the south. Features such as dog stations, benches, and shade features enhance the internal component of the residential development, and the pedestrian cross access to the commercial plaza enhances the possibility of creating alternative mobility options. b.Adequate open space related to buildings and other land improvements shall be provided. Response: The site provides for 31. S% open space. A waiver has been requested for the 3. S% shortage. c. Required off-street parking facilities shall be conveniently located within a reasonable distance to the dwelling unit. Response: All units have driveways, and garages to accommodate parking. Guest parking spaces are provided throughout the development, and are identified on the site plan. d. Existing trees and other natural features of the site shall be preserved. Response: The landscape design (which was previously approved) has preserved trees, where possible, and meets the general requirements of the Village's landscape code. e. The appearance of the buildings and grounds shall be enhanced with supplemental plantings to screen objectionable features and to control noise from areas or activities beyond the control of the PRD. Response: Where feasible, plantings have been provided to enhance the development, and create visual interest for the future residents of the community. Additionally, the Owner is adding additional plantings in exchange for the waiver requests for the development. f. All of the elements of the site plan shall be harmoniously and efficiently organized in relation to topography, the size and shape of the tract, the character of the adjoin property, and the type and size of the buildings, in order to produce a livable economical land use pattern. Response: As this is an infll parcel, the proposed design is consistent with the property to the north (Casa Del Sol) which is an approved Planned Commercial Development, and is consistent with the other neighboring residential properties which are located in Unincorporated Palm Beach County continuing a consistent land use pattern. g. Arrangements of buildings shall be in favorable relation to the natural topography, existing desirable trees, views within and beyond the site, and exposure to the sun and other buildings on the site. Response: The current design, previously approved by Village Council will utilize the existing topography, and provide a community oriented design with the ability for unobstructed views to the surrounding areas. P:\Tequesta - The Reserve 18-0820\Applications\Site Plan Modification 2020\Application Materials\SPM Justification Statement.docx The Reserve at Tequesta — Planned Residential Development Tequesta, Florida Replat / Site Plan Review June 29, 2020 Revised October 9, 2020 6 1 P a g (2) Access and circulation. a. Principal vehicular access points shall be designed to encourage smooth traffic flow and minimize hazards to vehicular or pedestrian traffic. Merging and turning lanes and traffic medians shall be required where existing and anticipated heavy traffic flows indicate needed controls. Minor streets within the PRD shall not connect with minor streets in adjacent developments in such a way so as to encourage through traffic. In addition, visibility triangles of 25 feet in both directions from the point of intersecting lot lines shall be maintained at all intersections. Response: The proper ingress/egress points are designed for safe vehicular and pedestrian circulation. b. Access to the dwellings and circulation between buildings and other important project facilities for vehicular and pedestrian traffic shall be comfortable and convenient for the residents. Response: The unit access, as currently designed, is convenient for the end user. c. Access and circulation for firefighting equipment, furniture moving vans, garbage collection, deliveries and other large utility vehicles shall be planned with the appropriate design criteria as determined by the village engineer. Response: The site is designed for larger vehicles to service the needs of the site. d. Streets shall not occupy more land than is required to provide access as indicated, and shall not create unnecessary fragmentation of the development into small blocks, nor shall streets be so laid out or constructed as to interfere with desirable drainage in or adjacent to the development. Response: The proposed asphalt drives do not occupy more land than required, as the street network consists of ingress into the site and a circular "U" shaped drive (Royal Palm Circle) to provide access to all perimeter buildings. There are two breaks in the street (Seagrape Lane, and Clusia Lane) to service the buildings internal to the development (Buildings 10, 11, 121 131 14). e. All major streets shown on the approved site plan as arterials or collectors shall be limited access facilities and the only vehicular access thereto shall be by public street. Response: Access to the proposed asphalt drives is provided via US Highway 1. f. Arterial and collector streets shall connect with similarly classified streets in adjacent developments. If no streets exist, the village engineer shall determine whether future connections are likely and desirable and shall have the authority to alter the design of the PRD to accommodate his judgment. Response: To encourage walkability, a pedestrian connection to the neighboring development is proposed. (3) Garbage and refuse collection. a. Outdoor collection stations shall be provided for garbage and trash removal in a planned residential development when individual collection is not made and indoor storage is not provided. Response: Waste Management will provide curbside pickup. P:\Tequesta - The Reserve 18-0820\Applications\Site Plan Modification 2020\Application Materials\SPM Justification Statement.docx The Reserve at Tequesta — Planned Residential Development Tequesta, Florida Replat / Site Plan Review June 29, 2020 Revised October 9, 2020 7 1 P a g b. Outdoor collection stations shall not be offensive and shall be enclosed by a fence or wall at least as high as the containers and in no case less than four feet. Such stations shall be provided with self - closing gates to provide access to the containers. Response: This development will not provide a general collection area. As stated above, each unit will have curbside pickup. c. Access to indoor or outdoor collection stations shall be such that the removal vehicle need not make several unnecessary turning or backing movements. Response: With the previous approval of this development, Waste Management has reviewed the site plan, and provided a letter of confirmation to service the site. COMMUNITY OUTREACH: The Owners, and project team have always been available to the immediate neighbor to the north (Casa Del Sol) to discuss plans for the subject property. On August 20, 2019, the Owner's representative, and members of the project team met with approximately a dozen members of the Casa Del Sol Association, and the HOA Community Manager from Vesta Management. The Owner's representative also had follow up discussion with residents of the community, which ultimately resulted in no concerns being raised to the Village Council ahead of the January 10, 2020 approval. As the Owner wants to remain a good neighbor, steps have been taken to ensure that Casa Del Sol is informed about this current amendment to revert back to Fee Simple. At the time of this submission, the development team has contacted the Casa Del Sol property management company, to provide an overview of this request. CONCLUSION: To recap, the applicant, is proposing; a Site Plan Modification to the approved site plan for The Reserve at Tequesta. The subject modification mainly focuses around revising the ownership type to a fee simple development for the approved 69 unit development on 6.03 acres as a Planned Residential Development. The submitted site plan shows compliance with the R-2 zoning district, as well as the PRD criteria to the fullest extent possible. Waivers have been requested where the PRD requirements cannot be met, and proper justification for those waivers has been provided. The Owners have been extremely diligent in working with Village staff, and the design team to ensure that the final product is sensitive and respectful to the existing community, and character of the area. The modified project remains consistent with particular elements of the Village Comprehensive Plan, and will not be a detriment to any goals, objectives, and policies. With the approval of this dynamic project, Tequesta will further their mission in establishing itself as premier destination in northern Palm Beach County, and with that, Gentile Glas Holloway O'Mahoney & Associates, Inc., respectfully request review and approval of the submitted application package. The project team at Gentile Glas Holloway O'Mahoney & Associates, Inc. consists of M. Troy Holloway, PLA, Ben Dolan, and Alec Dickerson. P:\Tequesta - The Reserve 18-0820\Applications\Site Plan Modification 2020\Application Materials\SPM Justification Statement.docx .......... IIINMIMI�INBIi1111�91MRBll� CFN 20040415143 OR BK 17268 PG 1234 RECORDED 07/19/2004 08:53-03 Palm Beach County, Florida Prepared By: ANT 8t 5@% 000. 00 Donald M. Alison, Esquire Doc Stamp 59, 500.00 Gillespie & Allison, P.A. 15 South Federal Highway Dorothy B liilken, Clerk of Court ' to 306 Ratan, F1 33432 1 0 Q elIDNumber: 60-43-40-30--00�-001-0170 & 0120 ■ 0 tee # 1 TIN: Grantee #2 TIN: 2varr eed This Indenture, Phis 13 th day of July , 2004 A.D., Between The Vara Gr , td., a Florida limited partnership of the County of Palm ach y State of Florida , grantor, and Royal Tequesta, L a Florida limited liability company whose address is: 10 5 FOU ad, c 1 o Louis J . Capano & Sons Wilmingt , 19803 of the County of New Cas tl , state of Delaware , grantee. ■!' itne►sseth that the GRANTOR, for 1deratlon of the sum. of �/�] DOLLARS, jr t � � Q - - - - - - - - - - - - - - w - w w - ... �... DOL S ti/ ) �w ww w ww w4 tiw 1LlVLrLL'L L3 and other good and valuable considerati Old in hand paid by GRANTEE, the receipt whereof is hereby acknowledged, has granted, bargained and sold to the said GRA d GRANTEE'S heirs, successors and assigns forever, the following described land, situate, lying and being in the County of Palm $each State of Florida to wit: PARCEL 1: The North 200 feet of th outh 650 feet of Government Lot 1, West of State Road #4 (also known as tate Road #5 or U.S. #1), in Section 30, Township 40 South, Ran East, Palm Beach County, Florida, said parcel of land frontin I a West side of U.S. Highway #1. TOGETHER WITH: PARCEL 2: A parcel of land lying in Gover t 1. Section 30, Township 40 South, Range 43 East, Palm Beach o Florida. Said parcel being more particular) ibed as follows: From the Southwest corner of said nt Lot 1, Bear N. 0 degrees 161101' E., along the Westerly line o d Goverment Lot 1, a distance of 650.0 feet to the Point o ing of the herein described parcel of land: thence conti e 0 degrees 16,10" E, along the Westerly line of said Gover Lot 1, a distance of 147.47 feet; thence S . 89 degrees 2413011 E. a distance of 620.98 feet; thence N. 0 degrees 3011011 E . , a di a of 3.49 feet; thence S. 89 degrees 29f50" E., a distance of 81. act to a point in the (Continued on Attach and the grantor does hereby fully warrant the title to said land, and will defend the In Witness 'Whereof, the grantor has hereunto set its hand and seal the day and Signed, sealed and delivered in our presence: log By: Tinted Name : PATRICIA Rr HAFIRIS Witness Pr ame:1N 0#A A L tw,% sma ass The Nara limited lawful claims of all persons whomsoever, written. ., a Florida T . D ' is �V` a tenor Part or P.O. Address: 4521 PGA Boulevard, Suite 308 Palm Beach Gardens, FL 33418 (Seal) STATE OF Florida COUNTY OF Palm Beach The foregoing instrument was acknowledged before me this 13 th day of July , 2004 by T . Dominic Vara, General Partner on behalf of The Vara Group, Ltd . , a Limited Florida Partnership he is personally known tome or he has produced his Florida driver ' s license as ' tifieation. tgat .v PA'iRiC1ALHAM Printed Hama : A �'Fi • NakmyPub�c-cols of Notary Pvbl i c MyCwrW0n �0d1 cwrdwm # 8? My Commission Expires: 9510—A PNW9V Laser MwZed by 0 Display Systems, Inc., 2003 (663)7b3-SS55 Folzh FLWD-i Book17268/Page 1234 Page 1 of 2 1i Warranty Deed- Page 2 Parce[ YD Number: f 0-43-40-30-00-001-0170 & 0120 westerly r ' ht of ray line of State Road No-5 (U.S. Highway No .1) , said point ing 51.00 feet (measured at right angles) , from the center said State Road No. 5 ; thence S . 15 degrees 5012011 E . , along a ' d arly right of way lima, a distance of 157.14 feat; thence N. agrees 2915011 N. , 748.35 feet to the Point of Beginning of the he 0, d"cribed parcel of land. Laser Generated by G Display Syste n Im., 2003 (863) 763-5555 Farm FLWD-1 Book172681Page 1235 Page 2 of 2 JH1 Jeff H. Iravani, Inc. Consulting Engineers 1934 Commerce Lane, Suite 5 Jupiter, Florida 33458 Tel: (561) 575-6030 Fax: (561) 575-6088 Email: JHI(abellsouth.net Website: www.JHIinc.com Drainage Statement For The Reserve at Tequesta The site is located on the west side of US HWY-1 approximately 1 /8 mile south of County Line Road and consists of 6.03 ac of partially developed land. The north half of the project was developed as a commercial/automotive use but is currently abandoned with most of the site having concrete slabs throughout. The southern half of the property is vacant. See Exhibit A. A 69-unit townhome development with supporting infrastructure is proposed. The proposed drainage system consists of exfiltration trenches with a dry detention area. This project will maintain 95% of all stormwater onsite for a 25 year frequency, 24 hour duration storm. The proposed drainage design meets the level of service standards and concurrency requirements of the Village of Tequesta. The drainage positive outfall shall be provided by a bubble up inlet near US HWY-1. Section 30, Township 405, Range 43E, Village of Tequesta, Palm Beach County, Florida Please feel free to contact me should you have any questions. Sincerely, Digitally signed by Jeff Iravani PE 33155 DN: C=US, E=jhi@bellsouth.net, O=Printed copies of this document are not considered signed & sealed and the SHA Jeff Iravani PE 33155 authentication must be verified on Jeff H. Iravani P.E. any electronic copies, OU=This item has been electronically signed and sealed using a SHA authentication code, CN=Jeff Iravani PE 33155 Date: 2020.09.16 10:24:05-04'00' r - AM r �A MIR - rAdo 1 �L e i 1 ' _ lop - - - - it 5• � jw Otip A7r- s y � _ � '�F - F, '� } • � �. a - 'e Ed& e e Elm ri y i ekr - 1r � o e n °. '"` � ,ter ` e• _ low -� ' � " 'tip . �,,,�� � F ,i _^ � •�• "° a L } • : y4F :: IF Ell -' _ JH1 Jeff H. Iravani, Inc. Consulting Engineers 1934 Commerce Lane, Suite 5 Jupiter, Florida 33458 Tel: (561) 575-6030 Fax: (561) 575-6088 Email: JHI(a bellsouth.net Website: www.JHIine.com Fire Flow Statement For The Reserve at Tequesta The site is located on the west side of US HWY-1 approximately 1 /8 mile south of County Line Road and consists of 6.03 ac of partially developed land. The north half of the project was developed as a commercial/automotive use but is currently abandoned with most of the site having concrete slabs throughout. The southern half of the property is vacant. See Exhibit A. A 69-unit townhome development with supporting infrastructure is proposed. Each townhome unit will have a fire sprinkler system that will meet all required applicable codes. The proposed fire protection system for the site shall meet the requirements for Village of Tequesta and NFPA # 1. The proposed fire service design meets the level of service standards and concurrency requirements of the Village of Tequesta. The fire system for the site includes Reduced Pressure Detector Assemblies, Fire Department Connections and appropriate fire hydrant spacing throughout the project. Section 30, Township 40S, Range 43E, Village of Tequesta, Palm Beach County, Florida Please feel free to contact me should you have any questions. Sincerely, Digitally signed by Jeff Iravani PE 33155 DN: C=US, E=jhi@bellsouth.net, O=Printed copies of this document are not considered signed & Jeff Iravani PE 33155 sealed and the SHA authentication must be verified on any electronic Jeff H. Iravani, P.E. copies, OU=This item has been electronically signed and sealed using a SHA authentication code, CN=Jeff Iravani PE 33155 Date: 2020.09.16 10:15: 58-04'00' l t' •�_ h Ir � � F fir, ■ S all "Fla � 1 c 7� dF ir ref-k°•..- f `II' F d el - e • dW w ' ' +mod , #.. 1 TIP Fr Il ■ S • ' r=i �1 M r f oil. y ,, • _.1 r„�° }� '",� '� Ire`' F +r�...� io r. • 9 F i 1 r y hm 14 1e • FM�. 16 x JPO A4 1 I { JH1 Jeff Ha Iravani, Inc. Consulting Engineers 1934 Commerce Lane, Suite 5 Jupiter, Florida 33458 Tel: (561) 575-6030 Fax: (561) 575-6088 Email: JHI(a,bellsouth.net Website: www.JHIinc.com Sanitary Sewer Statement For The Reserve at Tequesta The site is located on the west side of US HWY-1 approximately 1 /8 mile south of County Line Road and consists of 6.03 ac of partially developed land. The north half of the project was developed as a commercial/automotive use but is currently abandoned with most of the site having concrete slabs throughout. The southern half of the property is vacant. See Exhibit A. A 69-unit townhome development with supporting infrastructure is proposed. The proposed sewer system will consist of gravity sewer main. The VOT central wastewater level of service standard of 108 gallons per capita per day is used for determining the availability of capacity and demand for the project. The existing 8" gravity sewer system has sufficient capacity for this project. The proposed Sanitary Sewer design meets the level of service standards and concurrency requirements of the Village of Tequesta. Section 30, Township 40S, Range 43E, Village of Tequesta, Palm Beach County, Florida Please feel free to contact me should you have any questions. Sincerely, Digitally signed by Jeff Iravani PE 33155 DN: C=US, E=jhi@bellsouth.net, ' O=Printed copies of this document are not considered signed & sealed and the SHA ,Jeff Iravani PE 33155 authentication must be verified on any electronic copies, Jeff H. Iravani, P.E. OU=This item has been electronically signed and sealed using a SHA authentication code, CN=Jeff Iravani PE 33155 Date: 2020.09.16 10:14:47-04'00' 'Apt ... , JOIN Imo, • e ,� :'.. �.. ' - � .%, r a _. `4� yk� ti- '. r I a. a w h -y TIP LOA ' aI r + _ Sb s F� • � .Yi , •i � .. a ,.. a i OWN { ; s �. e } .. -. I �. rye ._- .w a - � + e _ � � •y. e ' � �r � •._ v ' -. � � a v � I • . w i �' � ti � _ •hew � -a JH1 Jeff H. Iravani, Inc. Consulting Engineers 1934 Commerce Lane, Suite 5 Jupiter, Florida 33458 Tel: (561) 575-6030 Fax: (561) 575-6088 Email: JHI(abellsouth.net Website: www.JHIinc.com Potable Water Statement For The Reserve at Tequesta The site is located on the west side of US HWY-1 approximately 1 /8 mile south of County Line Road and consists of 6.03 ac of partially developed land. The north half of the project was developed as a commercial/automotive use but is currently abandoned with most of the site having concrete slabs throughout. The southern half of the property is vacant. See Exhibit A. A 69-unit townhome development with supporting infrastructure is proposed. The proposed potable water system shall consist of an 8" watermain loop with three connections into the Village of Tequesta water distribution system to provide adequate water service to the project. The water level of service criteria that shall be used for this project are: 1. Average daily water consumption rate of 175 gallons/capita/day 2. Maximum daily water consumption, including irrigation, rate of 180 gallons/capita/day & Nonresidential*: 3,030 gallons/acre/day The proposed potable water design meets the level of service standards and concurrency requirements of the Village of Tequesta. Section 30, Township 40S, Range 43E, Village of Tequesta, Palm Beach County, Florida Please feel free to contact me should you have any questions. Sincerely, Digitally signed by Jeff Iravani PE 33155 • DN: C=US, E=jhi@bellsouth.net, O=Printed copies of this document are not considered signed & sealed Jeff Iravani P E 33155 and the SHA authentication must be verified on any electronic copies, OU=This item has been Jeff H. Iravani, P.E. electronically signed and sealed using a SHA authentication code, CN=Jeff Iravani PE 33155 Date: 2020.09.16 10:22:46-04'00' No Text AwaQo o�o �� 00 5"4f""f Sac. October 3, 2018 Ms. Marilyn Coppola via e-mail: MCoppola@pbcgov.org Principal Inspector Palm Beach County Environmental Resources Management 2300 North Jog Road West Palm Beach, FL 33411-2743 Re: Tank Closure Assessment Report Royal Tequesta, LLC 746 N US Highway 1 Tequesta, Palm Beach County, Florida 33469 DEP Facility # 9816491 Dear Ms. Coppola: Air, Water &Soil Engineering, Inc. (AWSE) is pleased to present this Underground Storage Tank (UST) Closure Assessment Report documenting the removal of one 5,000 gallon, at the above referenced facility. The review letter is included in Attachment A. The closure assessment was performed in accordance with the protocols outlined in Florida Administrative Code Chapter 62-761 (Storage Tank Systems). The intent of the limited assessment was to document the removal of the UST to determine the presence of impact to the subsurface from petroleum storage and transfer at the facility. ON -SITE CLOSURE OBSERVATIONS On September 10 and 11, 2018 AWSE (PCC-1256787) was present to remove the 5,000- gallon petroleum UST at the site. The site is located on the west side of North US Highway 1 approximately a quarter mile south of County Line Road. (See Figure 1 for a Site Location Map and Figure 2 for a Site Plan showing tank location as well as soil and groundwater screening and sampling locations). A copy of the Palm Beach County Closure Inspection Report is attached as Appendix A. Site Photographs are attached in Appendix B. Appendix C contains a copy of the disposal manifest for the three drums for the sand which was found inside the UST. The removed UST was situated slightly off perpendicular and 145 feet west of US Highway 1, approximately 5-feet apart below land surface (bls). AWSE personnel noted the tank were constructed of single -walled steel with no product or vent lines. Prior to the tank removal, AWSE personnel determined that there were no liquids present. However, the fill port was broken off and sand had fallen into the UST. The total depth A T, wao t(ET o 5"4f""f Sac. of the excavation was approximately 10.5-feet below land surface (bls) and the water table was not encountered in the tank excavation. During excavation of the UST, no evidence of petroleum product, staining or odor was noted. SOIL TANK EXCAVATION Select soil samples were collected and screened with a Foxboro Century Model 128 Flame Ionization Detector (FID) Organic Vapor Analyzer (OVA) in survey mode. The FID-OVA was calibrated pursuant to the manufacturer's specifications prior to initiation of the field screening tasks. As required, each sample was collected in paired jars, screened with an unfiltered probe for a total volatile organic vapor concentration, and subsequently screened with acarbon-filtered probe to segregate potential naturally occurring organic vapor (methane) fractions. Based on responses obtained from the filtered and unfiltered probes, a net vapor concentration was acquired by subtracting the natural methane vapor concentration from the total organic vapor concentration. OVA responses were recorded in parts per million (ppm). Field soil vapor screening was performed around the fill ports and sumps of the storage tank prior to removal. Additional soil vapor screening was conducted at intervals along the walls of the tank excavation to provide adequate field assessment of potentially impacted soils within the vadose zone surrounding the tank. OVA readings of 22 samples collected from in -situ soils yielded no net organic vapor readings in excess of 0 ppm. Table 1 summarizes OVA responses recorded during the closure assessment activities. A confirmation soil sample was collected from the bottom of the excavation at 11 to 12- feet bls (See Figure 2 for a Site Plan of the tank field area). The collected sample was injected utilizing a disposable syringe into two pre -preserved 40-m1 glass vials with additional soil placed into one 2-oz glass container, placed on ice in an insulated cooler and transported to a NELAC accredited laboratory, Palm Beach Environmental Laboratory (PBEL) for analysis. The sample was analyzed via EPA Method 8260B (for BTEX+MTBE), EPA Method 8270C (for PAHs), and FL PRO (TRPH). Analysis of the soil sample did not detect adsorb -phase target petroleum constituents above their respective FDEP established Soil Cleanup Target Levels (SCTLs). See Table 2 for a summary of the soil analytical data. A copy of the confirmation soil sample laboratory analytical report and the Chain -of -Custody are attached in Appendix D. GROUNDWATER On September 14, 2018 AWSE supervised the installation of one temporary monitoring well (MW-1) within the center of tank field. (See Figure 2 for the location of MW-1). The well was installed by a State certified contractor (Wombat Environmental) utilizing a A T, Wao t(ET o So00 5"4f""f Sac. 54 DT Geoprobe direct -push rig. A decontaminated, 3-inch diameter, galvanized steel casing was mechanically penetrated into the subsurface soil by direct -push to a final depth of 20-feet bls. The well constructed of 10-feet of 1-inch 0.010 machine -slotted PVC screen attached to 10-feet of solid schedule 40 PVC casing was placed inside the 3- inch casing. The steel casing was removed from the subsurface as a 6/20 sand pack was placed inside the annulus space to surface grade. The water table was measured at an approximate depth of 15-feet bls in MW-1. MW-1 was sampled utilizing a low flow peristaltic pump with disposable tubing. Groundwater sampling activities were conducted in accordance with the Florida Department of Environmental Protection's Standard Operating Procedures per Chapter 62-160 of the Florida Administrative Code. Temperature, conductivity, pH, turbidity, and dissolved oxygen readings were collected to ensure stabilization of the formation water prior to sample collection (See Appendix E for a copy of the Groundwater Sampling Log). The groundwater sample collected for analysis via EPA Method 8260B (BTEX+MTBE) were recovered through the disposable tubing by back flowing the groundwater (prior to contact with the pump head) into two laboratory supplied unpreserved 40 ml glass vials. The groundwater sample collected for analysis via EPA 8270C was placed directly into a laboratory supplied unpreserved 1-liter amber glass bottle. The groundwater sample collected for TRPH analysis via FL PRO was placed directly into a laboratory supplied HCl-preserved 1-liter amber glass bottle. The groudwater sample collected for EDB analysis via EPA 8260b was placed directly into 40 ml glass vials laboratory supplied bottle. The groundwater sample collected for lead was placed directly into a laboratory supplied Nitric Acid preserved 125 ml plastic bottle. The samples were placed on ice in an insulated cooler and transported to PBEL for analysis. Groundwater laboratory analysis from MW-1 did not detect target dissolved -phase petroleum constituents above laboratory method detection limits except for TRPH, and no analyte above their respective GCTLs. A summary of the groundwater analytical data is shown in Table 3. A copy of the laboratory analytical report and Chain -of -Custody document are attached as Appendix D. The temporary monitoring well was removed upon collection of the groundwater sample. CONCLUSIONS 1. A confirmation soil sample (Bottom) was collected from the soils below the UST as part of this Closure assessment. Laboratory analysis of the sample did not detect adsorb -phase target petroleum constituents above their respective FDEP SCTLs. 2. Soil vapor screening by FID-OVA yielded no organic vapor responses in soils around UST in excess of 10 ppm. �Jv "0 He F �-j Adj& �—A A 1"ANWAq p'!T1 PSI 3. No groundwater was exposed during the excavation and removal of the UST. No odors or staining was noted in the soils around the UST. Subsequent to backfill of the tank field following removal of the UST, AWSE installed a temporary monitor (Mom''-1 ) well in a location in the center of the tank. Laboratory analysis of groundwater samples from MW-1 did not yield dissolved -phase target petroleum constituents above their respective FDEP SCTLs. Based on the information gathered during the removal of the UST it appears that soils surrounding the tank are not impacted above current FDEP SCTLs by the previous storage and transfer of petroleum products as 'indicated by the soil analytical data. .0 Groundwater analytical data collected from the tank pit did not yield dissolved -phase target petroleum constituents above FDEP GCTLs. AWSE., Inc. warrants the environmental services performed were conducted in a competent and professional manner in accordance with sound consulting practices I pursuant to certification ication by the State of Florida to provide engineering services (Certificate of Authorization No. 9904) and in accordance with procedures stated in FDEP's SOP-001/01 FS 220. The site conditions specifically addressed and described in this report represent existing conditions encountered during AWSE's investigations. AWSE, Inc. cannot warrant site conditions other than which are specifically addressed and described in this report. AWSH, Inc. hereby certifies that the information contained within this report is true and accurate to the best of its corporate knowledge within the limits of the proposed scope of services. If you have any questions, or require additional information, please contact Curtis Dokken at (561) 282-8434. Sincerely, AM WATER& SOIL ENGINEERING., INC. TCurtis L. Dokken P.E. 4 51350 Expiration: 2/28/2017 3304 Pebble Beach Dr. Lake Worth, FL 33467 (561) 282-8434 FIGURES Coorat ry Club Dr Pairmiy. -N halif d rti N., - ti Rj� jLe r Yii -County Lftre Rd County '�jine Ed ML E iV Ln qu U I—F '�Joehifl rq X q FM q. rk Ad Cr pxah.?i CAI a Ja L.r ro q k co co Site �1) 0 f17L re Vilkag L slvd OV6 "M N Daver Rd Or _0 Teq%IIs e eta TequesiLa or Cove Rd tp Wrn dsor Rd VV Beverly Rd W L7 0 CU 'CD r rL AU Ft Fe Point Rd JL 8 I Ln ca shirley. Dr W .ad- Amr C1 ALT Alp jupimq 11,11L 131-d fart Jupiler Rrt DRAWN: Air, Water & Soil Engineering, Inc. Figure RIC 3304 Pebble Beach Drive 746 N. US HIGHWAY 1 SITE LOCATION MAP DATE: SEPT 18 Lake Worth, FL 33467 TEQUESTA, FL ASPHALT TREES DRAWN: ■ UP% i r-: ASPHALT TREES S10 A s2 MWi S A s 4, ASPHALT S3 Air, Water & Soil Engineering, Inc. 3304 Pebble Beach Drive Lake Worth, FL 33467 ASPHALT FORMER UST AREA 746 N. US HIGHWAY 1 TEQUESTA, FL TREES FORMER UST AREA cIN ' vim, ,�.� + � ".. •, „� ,%�/+ � � � ,?•, ` 7 � l`+`� i'►', sir '�'! � . �-t '�+'4iT 3 a. �, .- r � a� e' r. r PROPERTY BOUNDARY" SITE MAP I Figure 2 TABLES TABLE 1: SOIL ORGANIC VAPOR CONCENTRATIONS (Tank Closure) Royal Tequesta, LLC 746 N US Highway 1 Tequesta, FL 33469 FDEP Fac.# 9816491 Sample Location Date Sample Interval (ft. bls) Total Organic Vapor Conc. (ppm) Filtered OVA Vapor Response (Methane), (ppm) Net Organic Vapor Cone. (ppm) Lithology / Comments 1 - - - Concrete 2 <1 NRT <1 white quartz sand S-1 3 <1 NRT <1 white quartz sand 4 <1 NRT <1 white quartz sand 5 <1 NRT <1 white quartz sand 6 <1 NRT <1 white quartz sand 1 - - - Concrete 2 <1 NRT <1 white quartz sand S-2 3 <1 NRT <1 white quartz sand 4 <1 NRT <1 white quartz sand 5 <1 NRT <1 white quartz sand 9/11 /2018 6 <1 NRT <1 white quartz sand 1 - - Concrete 2 <1 NRT <1 white quartz sand S-3 3 <1 NRT <1 white quartz sand 4 <1 NRT <1 white quartz sand 5 <1 NRT <1 white quartz sand 6 <1 NRT <1 white quartz sand 1 - - - Concrete 2 <1 NRT <1 white quartz sand S-4 3 <1 NRT <1 white quartz sand 4 <1 NRT <1 white quartz sand 5 <1 NRT <1 white quartz sand 6 <1 NRT <1 white quartz sand B 7 <1 NRT <1 white quartz sand 8 <1 NRT <1 White qtz. sand, Conf. Sample Bottom Notes: All screening performed using Foxboro Model 128 STD Organic Vapor Analyzer ft. bls - Feet Below Land Surface ppm - Parts Per Million *- Discernable Petroleum Odors detected in soils <1 - Less Than 1 ppm or No Response TABLE 2: SOIL ANALYTICAL SUMMARY Royal Tequesta, LLC 746 N US Highway 1 Tequesta, FL 33469 FDEP Fac.# 9816491 Sample Identification Bottom OVA Screening Sample Depth 8 Corresponding Net OVA Response (ppm) Detected Parameter Reported Unit SCTL Effective/Sampling Date 04/17/05 09/11/18 EPA Method 8260 Benzene mg/kg 0.007 0.0001 U Toluene mg/kg 0.5 0.0002U Ethylbenzene mg/kg 0.6 0.0002U Xylenes, Total mg/kg 0.2 0.0002U 0.0002U MTBE mg/kg 0.09 FL PRO TRPH mg/kg 340 37.7 EPA Method 8270 Acenaphthene mg/kg 2.1 0.02U Acenaphthylene mg/kg 27 0.04 U Anthracene mg/kg 2500 0.02 U Benzo(a)anthracene mg/kg 0.8 0.04 U Benzo(a)pyrene mg/kg 0.1 0.05 U Benzo(b)fluoranthene mg/kg 2.4 0.04 U Benzo(g,h,i)perylene mg/kg 2500 0.06 U Benzo(k)fluoranthene mg/kg 24 0.02 U Chrysene mg/kg 77 0.02U Dibenz(a,h)anthracene mg/kg 0.7 0.08 U Fluoranthene mg/kg 1200 0.03 U Fluorene mg/kg 160 0.03U Indeno(1,2,3-cd)pyrene mg/kg 6.6 0.04 U 1-Methylnaphthalene mg/kg 3.1 0.01 U 2-Methylnaphthalene mg/kg 8.5 0.02U Naphthalene mg/kg 1.2 0.02U Phenanthrene mg/kg 250 0.01 U Pyrene mg/kg 880 0.02U NOTES: bls = Below Land Surface OVA Response = Organic Vapor Analyzer Response expressed as parts per million (ppm) SCTLs = FDEP - Soil Cleanup Target Levels for Leachability based on Groundwater Criteria established in 62-777 F.A.C. (effective April 17, 2005) MTBE = Methyl Tertiary Butyl Ether TRPH = Total Recoverable Petroleum Hydrocarbons BOLD = Analytical result with bold values indicates constituent was above the FDEP Soil Cleanup Target Level (SCTL) 0.0002U = Analytical result with "U" indicates constituent was below laboratory minimum Method Detection Limits (MDLs) mg/kg = milligrams per kilogram (ppm) TABLE 3: GROUNDWATER ANALYTICAL SUMMARY (Tank Closure) Royal Tequesta, LLC 746 N US Highway 1 Tequesta, Florida 33469 FDEP ID# 9816491 Well Location / Sample Identification Bottom Sample Collection Depth Effective Sampling Date 09/16/18 Analytical Parameters Reported Units GCTL 1 04/17/05 NADC 04/17/05 EPA Method 8260: BTEX + MTBE Benzene ug/L 1 100 0.640U Toluene ug/L 40 400 0.660U Ethylbenzene ug/L 30 300 0.730U Xylenes, Total ug/L 20 200 0.870U MTBE ug/L 20 200 0.530U FL PRO: TRPH TRPH mg/L 5 50 0.300 EPA Method 8270: PAHs Acenaphthene ug/L 20 2000 0.188U Acenaphthylene ug/L 210 21000 0.393U Anthracene ug/L 2100 210000 0.01000 Benzo(a)anthrace ne ug/L 0.05 5 0.2000 Benzo(a)pyrene ug/L 0.2 20 0.2000 Benzo(b)fluoranthene ug/L 0.05 5 0.05000 Benzo(g,h,i)perylene ug/L 210 21000 0.341 U Benzo(k)fluoranthene ug/L 0.5 50 0.5000 Chrysene ug/L 4.8 480 0.169U Dibenz(a,h)anthracene ug/L 0.005 0.5 0.0050U Fluoranthene ug/L 280 28000 0.01000 Fluorene ug/L 280 28000 0.217U Indeno(1,2,3-cd)pyre ne ug/L 0.05 5 0.05000 1-Methylnaphthalene ug/L 28 280 0.285U 2-Methylnaphthalene ug/L 28 280 0.288U Naphthalene ug/L 14 140 0.147U Phenanthrene ug/L 210 21000 0.215U Pyrene ug/L 210 21000 0.409U NOTES: GCTLs = FDEP - Groundwater Cleanup Target Levels established in Chapter 62-777 F.A.C., Table I (effective April 17, 2005) MDLs = Detected Analyte is below the Laboratory Minimum Method Detection Limits N DS = Not Depth Specific MTBE = Methyl Tertiary Butyl Ether TRPH = Total Recoverable Petroleum Hydrocarbons 0.64U = Analytical result with "U" indicates constituent was below laboratory minimum Method Detection Limits (MDLs) 0.1 i = Analytical result with "I" indicates constituent was between the laboratory Minimum Detection Limit and the Practical Quantification Limit ug/L = micrograms per Liter, parts per billion (ppb) mg/L = milligrams per Liter, parts per million (ppm) JEE = Analysis Conducted by subcontracted laboratory ATTACHMENT A REGULATORY COORESPONDENCE ;da DePart�e jft -�oto 0 4 m r 5 o oh mental Pao Florida Department of Environmental Protection Twin Towers Office Bldg. 2600 Blair Stone Road, Tallahassee, Florida, 32399-2400 Division of Waste Management Petroleum Storage Systems Storage Tank Facility Closure Site Inspection Report Facility Information: Facility ID: 9816491 Facility Type: A - Retail Station Facility Name: ROYAL TEQUESTA LLC 746NUSHWY1 TEQUESTA, FL 33469 Latitude: 260 58' 7.312" Longitude: 800 5' 17.1218" LL Method: DPHO Inspection Result: Result: In Compliance Signatures: County: PALM BEACH Inspection Date: 09/11/2018 # of Inspected ASTs: 0 USTs: 1 Mineral Acid Tanks: 0 TKPBEM - PALM BEACH CNTY ENVIRONMENTAL RESOURCES MGMT (561) 233-2400 Storage Tank Program Office and Phone Number Marilyn X Coppola Curtis Dokken Inspector Name Inspector Signature Principal Inspector PALM BEACH CNTY ENVIRONMENTAL RESOURCES MGMT Representative Name Representative Signature Contractor Air Water & Soil Engineering, Inc. Owners of UST facilities are reminded that the Federal Energy Policy Act of 2005 and 40 CFR 280 Subpart J, requires Operator Training at all facilities by October 13, 2018. For further information please visit: https://floridadep.gov/waste/permitting-compliance-assistance/content/underground-storage-tank-operator-training Financial Responsibility: Financial Responsibility: NONE Insurance Carrier: Effective Date: 01 /01 /2018 Expiration Date: 12/31 /2018 Facility I D : 9816491 Site Visit Comments 09/11/2018 09/11/15 INSPECTION TYPE — UST Closure SITE OBSERVATIONS: -Onsite at 11:00 am for an Underground Storage Tank (UST) Closure Inspection. CONTRACTOR: -Air, Water &Soil Engineering, Inc. [curt@awseng.com]. ENVIRONMENTAL CONSULTANT: -Air, Water &Soil Engineering, Inc. -Contact: Curtis Dokken, P.E., B.C., P.S.S.0 (561-282-8434 or curt@awseng.com). -Curtis Dokken was onsite during inspection. One (1) UST was running East/West and Mr. Dokken stated a soil sample was taken from the excavation site. -A Tank Closure Assessment Report (TCAR) must be submitted to Palm Beach County Department of Environmental Resources Management (ERM) within 60 days. Include tank and cleanout disposal manifests. UST INFORMATION: -(1) 5000 gallon improperly abandoned single wall steel UST was discovered and found empty. The UST was excavated and placed it intact on visqueen prior to my arrival. -STCM Tank #1 -Mr. Dokken stated the UST was found clean and dry and dry ice was used to remove vapors. The dry icing was done by Air, Water &Soil Engineering, Inc. -Surface corrosion observed, but no obvious holes/integrity problems observed. -The UST was located on the west side of U.S. HWY 1 an1/8th of a mile south of County Line Road in Tequesta, FI. PIPING: -No product piping was observed or reported by Mr. Dokken. UST EXCAVATION -No obvious petroleum staining, odors, or free product observed in the UST excavation site. -The excavation site was native sandy soils. -Groundwater was not observed in the tank pit. COMMENTS: An updated Storage Tank Registration Form was emailed to Tallahassee. Inspection Photos Facility I D : 9816491 Added Date 09/12/2018 Added Date 09/12/2018 Tank Added Date 09/12/2018 Excavation Site k J` Tank Added Date 09/12/2018 Excavation site �jw 47. ti o=a�o Q?.- -- �o=ate = m i° LgF a- r= �� ° ��t�o � �� m T o i a mm Z' % a���a -a 3� _0 o CD ID go 0 Z�a3i3 ,a,;,� zA- o na-o n ' e 3 3 n vi 3 0 Fo Id 6 a o� r 0 Q— =3 Q— e--f CD Q— r+ p O W CD CD 3 O O Q0 N —n N O O i 3 00 i O CD N N O LOEO * * * CASH DISBURSEMENT RECEIPT RE p # 1, 119399 Rer_eipt pate; 09/11/18 1:31p,n Trademark Metals Recycling 4661 Dyer Boulevard Riviera Beach, FL 33407 661-642-6776 Purchased From: CPDRBP CURTIS LEA DOKKEN (LioenssJID NO: D250112653430) 3304 PEBBLE BEACH DR LAKE WORTH, FL 334B7-1215 Vah # TKRB TGEUFH IX, # D0K LEA Ticket# Ship Dt Commodity Price UN Frt Ext Total Amt - TGEUFH 09/11/18 #102 Steel - Unprep 4.5000 Cw W0.00 148.50 Vehh#: TKRB TGEUFH weights: 201209 1682 t 3300n ___.______________________-,._________-_ -- ______--_ _-.._ ______ supplier GPDRBP Totals (Pounds): 20120-16820t 3300n TOTAL AMOUNT PAID TO SUPPLIER (ATM): $148.50 Cashier Signature Customer Signature I am the rightful owner of, ar entitled to sell the regulated metals property W ng sold. I agree to indemnify and hold Trademark Metals Recycling LLC harmless for any ownership issue. = Nate: Fkorida Statute 538.23(3) states: "Any divas false verification of ownership ar v&ho gives a ialse Or7altere� Identification and who receives money or other consideration #ram a secondary metals recycler in return for regulated metals pr W-'r-ty commits (a) a felony of the third degree, ppunishable as pravgded in s. 775.092, s.775.R83, or s, 775.084, if the value of the mahey or other consideration received is less than MO. . N $felony at the second degree, punishable as provided in s, 775.ti82. S. 77 A3. or s. 775.0$4 if the value of the money or other consideration recel.ved is $300 or more." I (Ail weights are reported in Pounds unless otherwise indicated) (All rlan-PWfld weights are assumed to be mar+ual weights) (&==Sale I b=Scale 2 040,016 3 d=Scale 4 n�-Kemal tat tl -02 �En -� om J z` rQ 3 m 0 m 0 Nw 1>m oc m. v o y C K l U1 = o A i 0 A pz xC en n �n 75 .� F m c �.. m m-z-1 D Z o O A "I �� Im o;0 0-i 0 (A In n rm mZ � zC7C n D x 0 mC ZQ zm 3� cn rn m n, ws� 5 X Ma C, �r ° f --aj L. z y ` my C = m m -1 Z O C ;aA }j. WOE o ` c � m mo Zcmn ymON nZ pA fm/ y 0-0D mZ O m 1 m Z 3 m '�i� ;ais Ci 3 03 � Z 3 0 m0 �Z 0n Q Q 0 CD r� V • O � U) CD TI CD \ 4�, COD. N CO —0 N rF O M� W i CD CD^^11 ♦V CD W iff CD O N N O iLeE Facility I D : 9816491 Added Date 09/12/2018 Site Map ATTACHMENT B PHOTOGRAPHS UST Excavation Area September 10, 2018 a -na - - -, 14'11* F X SiP' M1rT�� r d y r �s UST Exposed September 10, 2018 AWS Engineering, Inc. Royal Tequesta, LLC 3304 Pebble Beach Dr. UST Removal Lake Worth, FL 33467 746 N US Hwy 1 Photos Telephone:561-282-8434 Te uesta, Floida _ r w UST Being Placed on Visquene. September 11, 2018 .• - a '-'& .Af r ap flip "Mff NON V -e- T °M1 t- AWS Engineering, Inc. Royal Tequesta, LLC 3304 Pebble Beach Dr. UST Removal Lake Worth, FL 33467 746 N US Hwy 1 Photos Telephone:561-282-8434 Te ueSta, Floida ..�. l •jW. :.. _JL .M e s •`� .• f a J i4a'' - y 3lN - A Bottom Soil Sample Location September 10, 2018 UST Excavation September 11, 2018 AWS Engineering, Inc. Royal Tequesta, LLC 3304 Pebble Beach Dr. UST Removal Lake Worth, FL 33467 746 N US Hwy 1 Photos Telephone:561-282-8434 Te uesta, Floida Pq vt _. n' +. Temporary Well Installation September 14, 2018 _0 r - � - � - •� �' -tip � ,+ 7 _00 -• Site Restoration September 14, 2018 AWS Engineering, Inc. Royal Tequesta, LLC 3304 Pebble Beach Dr. UST Removal Lake Worth, FL 33467 746 N US Hwy 1 Photos Telephone:561-282-8434 Te uesta, Floida ATTACHMENT C DRUM DISPOSAL MANIFEST Cliff Berry,, Incorporated Environmental 5ervIces I P 0. Box 13079 Ft. Lauderdale, FL 3331 131 1 800 " 774S 449663 IN CASE OF EMERGENCY CONTACT 3E@ 800-451-8346 DISPATCH TICKET 1. Generator's US EPA ID No.: FLCESOG 2. Generator Site: ROYAL TEQUESTA LLC 746 US HWY I TEQUESTA FL33469 4. Generator Phone: 954-557-5016 5. Transporter Name/Phone: 954-763-3390 Cliff Berry (DANIA) Manifest Doc #: 202753 PO#: 3. Bill To: ROYAL TEQUESTA LLC 746 US HVVY 1 TEQUESTA FL, 33469 Contact Name: PATRICK MCDERMOTT ,CDSGLOBAL@YAHOO.COM Contad Phang #- 95L55Z-5016 Generator Contact: ATRICK MCDERMOTT 6. Designated FacilitylPhone: 800-899-7745 MIAMI PLANT 3033 NW NORTH RIVER DRIVE MIAMI FL, 33142 EPA ID#: FLR000083071 EPA ID#.� FLD058560699 7. Description of Service/instructions: CALL CURT AT 561-282-8434 2 HOURS IN ADVANCE AND MEET ON SITE PICK UP 3 DRUMS PETROLEUM CONTAMINATED SOILS FOR Department Location: FTL DISPOSAL Driver/Tech, T�uGI�� Scheduled Date of Work-, Qg1271201 B Scheduled jime, Is Work Site Remarks: ���hof Payment: CIA Time Left and (Start): Time Arrived On ite- Time Left Site: Time Arrived At Yard (stop),- Date - Date: 9, PROPER SHIPPING NAMFJDESCRIPTION M HAZ I.D. PK CLASS # -S,Oil�Ght and QTy Wt/Vc), GP No, CONTAINERS TOTAL UNIT a. "Non -Hazardous Solid, (Sand ����T�YP�E Petroleum Spirit}" 3 DM 1 165.00-1— C) 10. SPECIAL HANDLING INSTRUCTIONS: I r I UA I 1UN' This is to certify that the above named materials are properly classified, described, Packaged. marked and laland are in ed, proper condition for transportation according to the applicable regulation of the Department of Transportation. I certify the matedals dd above de beribeon this manifest are not subiect to federal reaulations for rec)ortina oroDer disposal of Hazardous Waste, TERMS & CCNDITIONS: Customer agrees that work has been performed satisfactorily. Payment is due u extends credit, a charge of 1-V2% per month. 18% per annum, will be added to balances sun pon completion of services. Where CBI paid 30 days after date of invoice. reasonable attorney's fees will be due in the event amCollection costs and/or ;any collection process becoes necessary This is not an invoice'r but merely an estimate of charges. Applicable taxes. tariffs and fuel surcharges will be forwarded invoice. rinte&T'yped Name Signature Month J)ay Year 12. Transporter Acknowledgement of Receipt of Materials Printed(Typed Name Signature Month Day Year 13. Facility Owner or Operator: Certification of receipt of materials covered by this manifest. ATTACHMENT D ANALYTICAL RESULTS CHAIN OF CUSTODY Palm Beach Erl+rironmerl#al .., LabOraries Inc. Curt Dokken Air, Water, & Soil Engineering, Inc. Lake Worth, FL 33467 (561) 282-8434 LOG #: 0016833 Enclosed is the laboratory report for your project. All results meet the requirements of the NELAC standards. Please note the following: September 21, 2018 (1) The samples were received as stated on the chain of custody, correctly labeled and at the proper temperature unless otherwise noted. The results contained in this report relate only to the items tested or to the samples as received by the laboratory. (2) This report may not be reproduced except in full, without the written approval of the laboratory. Any anomalies are noted in the case narrative. (3) Results for all solid matrices are reported in dry weight unless otherwise noted. (4) Results for all liquid matrices are analyzed as received in the laboratory unless otherwise noted. (5) Samples are disposed of within 30 days of their receipt by the laboratory. (6) A statement of Qualifiers is available upon request. (7) Certain analyses are subcontracted to outside NELAC certified laboratories and are designated on your report. (8) Precision &Accuracy will be provided when clients require a measure of estimated uncertainty. (9) The issuance of the final Certificate of Analysis takes precedence over any previous Preliminary Report Preliminary Data should not be used for regular purposes. Authorized signature(s) is provided on final report only Please contact me if you have any questions or concerns regarding this report. Sincerely, - - Pamela Shore QA Officer EPA # FLO1227 DOH# E86957 SFWMD# 48141 PBC # VC0000018083 1550 Latham Road, Suite 2, West Palm Beach, FL 33409, phone: (561)689-6701, fax: (561)689-6702 Page 1 of 4 _ Ra Ire Bea ch Er ironrrentaI L2bor ries Irr._ E 1 CERTIFICATE OF ANALYSIS Air, Water, & Soil Engineering, Inc. LOG #: 0016833 3304 Pebble Beach Drive COC#: 26581 Lake Worth, FL 33467 REPORTED: 9/21/2018 1:06:54PM ATTN: Curt Dokken PROJECT #: [none] PHONE: (561) 282-8434 FAX: (561) 433-8541 PROJECT: Tequesta UST Bottom Lab ID: 0016833-01 led: led: 09/11/18 09:30 p Samp Matrix: Soil Sampled By: Curtis Dokken Received: 09/13/18 08:40 EPA 8020 List Extraction Analysis CAS # Parameter Results Q Units Method DF MDL P L Date Date Analyst 71-43-2 Benzene 0.0001 U mg/kg EPA 5035 / 8260C 1 0.0001 0.0007 09/17/18 09/17/18 DL 108-88-3 Toluene 0.0002 U mg/kg EPA 5035 / 8260C 1 0.0002 0.0007 09/17/18 09/17/18 DL 108-90-7 Chlorobenzene 0.0003 U mg/kg EPA 5035 / 8260C 1 0.0003 0.0007 09/17/18 09/17/18 DL 100-41-4 Ethylbenzene 0.0002 U mg/kg EPA 5035 / 8260C 1 0.0002 0.0007 09/17/18 09/17/18 DL 108-38-3/10 m,p-Xylene 0.0002 U mg/kg EPA 5035 / 8260C 1 0.0002 0.0007 09/17/18 09/17/18 DL 6-42-3 95-47-6 o-Xylene 0.0002 U mg/kg EPA 5035 / 8260C 1 0.0002 0.0007 09/17/18 09/17/18 DL 541-73-1 1,3-Dichlorobenzene 0.0002 U mg/kg EPA 5035 / 8260C 1 0.0002 0.0007 09/17/18 09/17/18 DL 106-46-7 1,4-Dichlorobenzene 0.0002 U mg/kg EPA 5035 / 8260C 1 0.0002 0.0007 09/17/18 09/17/18 DL 95-50-1 1,2-Dichlorobenzene 0.0002 U mg/kg EPA 5035 / 8260C 1 0.0002 0.0007 09/17/18 09/17/18 DL 1634-04-4 MTBE 0.0002 U mg/kg EPA 5035 / 8260C 1 0.0002 0.0007 09/17/18 09/17/18 DL Recovery Q % Recovery Limits 1868-53-7 Surrogate: Dibromofluoromethane 118 % Limit 70-130 2037-26-5 Surrogate: Toluene-d8 90.9 % Limit 70-130 460-00-4 Surrogate: 4-Bromofluorobenzene 96.6 % Limit 75-125 EPA 8100 PAH List Extraction Analysis CAS # Parameter Results Q Units Method DF MDL PQLL Date Date Analyst 91-20-3 Naphthalene 0.02 U mg/kg dry EPA 3545 / 8270 1 0.02 0.3 09/20/18 09/20/18 PLS 91-57-6 2-Methyl naphthalene 0.02 U mg/kg dry EPA 3545 / 8270 1 0.02 0.3 09/20/18 09/20/18 PLS 90-12-0 1-Methyl naphthalene 0.01 U mg/kg dry EPA 3545 / 8270 1 0.01 0.3 09/20/18 09/20/18 PLS 208-96-8 Acenaphthylene 0.04 U mg/kg dry EPA 3545 / 8270 1 0.04 0.3 09/20/18 09/20/18 PLS 83-32-9 Acenaphthene 0.02 U mg/kg dry EPA 3545 / 8270 1 0.02 0.3 09/20/18 09/20/18 PLS 86-73-7 Fluorene 0.03 U mg/kg dry EPA 3545 / 8270 1 0.03 0.3 09/20/18 09/20/18 PLS 85-01-8 Phenanthrene 0.01 U mg/kg dry EPA 3545 / 8270 1 0.01 0.3 09/20/18 09/20/18 PLS 120-12-7 Anthracene 0.02 U mg/kg dry EPA 3545 / 8270 1 0.02 0.3 09/20/18 09/20/18 PLS 206-44-0 Fluoranthene 0.03 U mg/kg dry EPA 3545 / 8270 1 0.03 0.3 09/20/18 09/20/18 PLS 129-00-0 Pyrene 0.02 U mg/kg dry EPA 3545 / 8270 1 0.02 0.3 09/20/18 09/20/18 PLS 56-55-3 Benzo[a]anthracene 0.04 U mg/kg dry EPA 3545 / 8270 1 0.04 0.04 09/20/18 09/20/18 PLS 218-01-9 Chrysene 0.02 U mg/kg dry EPA 3545 / 8270 1 0.02 0.02 09/20/18 09/20/18 PLS 205-99-2 Benzo[b]fluoranthene 0.04 U mg/kg dry EPA 3545 / 8270 1 0.04 0.04 09/20/18 09/20/18 PLS 207-08-9 Benzo[k]fluoranthene 0.02 U mg/kg dry EPA 3545 / 8270 1 0.02 0.02 09/20/18 09/20/18 PLS 50-32-8 Benzo[a]pyrene 0.05 U mg/kg dry EPA 3545 / 8270 1 0.05 0.05 09/20/18 09/20/18 PLS 53-70-3 Dibenz[a,h]anth racene 0.08 U mg/kg dry EPA 3545 / 8270 1 0.08 0.08 09/20/18 09/20/18 PLS 193-39-5 Indeno[1,2,3-cd]pyrene 0.04 U mg/kg dry EPA 3545 / 8270 1 0.04 0.04 09/20/18 09/20/18 PLS EPA # FLO1227 DOH# E86957 SFWMD# 48141 PBC # VC0000018083 1550 Latham Road, Suite 2, West Palm Beach, FL 33409, phone: (561)689-6701, fax: (561)689-6702 Page 2 of 4 _ Ra Ire Bea ch Er ironrrentaI L2bor ries Irr.. - 1 CERTIFICATE OF ANALYSIS Air, Water, & Soil Engineering, Inc. LOG #: 0016833 3304 Pebble Beach Drive COC#: 26581 Lake Worth, FL 33467 REPORTED: 9/21/2018 1:06:54PM ATTN: Curt Dokken PROJECT #: [none] PHONE: (561) 282-8434 FAX: (561) 433-8541 PROJECT: Tequesta UST Bottom Lab ID: 0016833-01 led: led: 09/11/18 09:30 p Samp Matrix: Soil Sampled By: Curtis Dokken Received: 09/13/18 08:40 EPA 8100 PAH List Extraction Analysis CAS # Parameter Results Q Units Method DF MDL P L Date Date Analyst 191-24-2 Benzo[g,h,i]perylene 0.06 U mg/kg dry EPA 3545 / 8270 1 0.06 0.3 09/20/18 09/20/18 PLS Recovery Q % Recovery Limits NA Surrogate: Nitrobenzene-d5 111 % Limit 47-131 321-60-8 Surrogate: 2-Fluorobiphenyl 88.4 % Limit 45-126 NA Surrogate: p-Terphenyl-d14 103 % Limit 59-145 FLPRO Extraction Analysis CAS # Parameter Results Q Units Method DF MDL PAL Date Date Analyst NA FLPRO Total 37.7 mg/kg dry EPA 3545 /RO 1 0.0800 0.240 09/20/18 09/20/18 DL % Recovery Q % Recovery Limits 84-15-1 Surrogate: o-Terphenyl 86.6 % Limit 70-130 7194-86-7 Surrogate: Nonatriacontane 85.4 % Limit 42-193 Percent Dry Weight Extraction Analysis CAS # Parameter Results Q Units Method DF MDL P L Date Date Analyst NA % Solids 97.0 % Calculation 1 1.0 1.0 09/13/18 05/21/18 DM EPA # FLO1227 DOH# E86957 SFWMD# 48141 PBC # VC0000018083 1550 Latham Road, Suite 2, West Palm Beach, FL 33409, phone: (561)689-6701, fax: (561)689-6702 Page 3of4 Ra lm Beach Er ironrrentall 1 Undetected Notes and Definitions EPA # FL01227 DOH# E86957 SFWMD# 48141 PBC # VC0000018083 1550 Latham Road, Suite 2, West Palm Beach, FL 33409, phone: (561)689-6701, fax: (561)689-6702 Page 4 of 4 V ku P a rl _6 ,Lr f i= r. r� _ _ 60 el r� r"E �w OL- Y F�E ; O l�kl 04 O p��a}i�.=1 .. -01 loij Aw mow' • + '44 •J L m MR J 1r -� �"{.F µ i yif r1 rZip, L � l I m Beach Environrrentall Laboratodes Inc. Curt Dokken Air, Water, & Soil Engineering, Inc. Lake Worth, FL 33467 (561) 282-8434 LOG #: 0016839 Enclosed is the laboratory report for your project. All results meet the requirements of the NELAC standards. Please note the following: September 24, 2018 (1) The samples were received as stated on the chain of custody, correctly labeled and at the proper temperature unless otherwise noted. The results contained in this report relate only to the items tested or to the samples as received by the laboratory. (2) This report may not be reproduced except in full, without the written approval of the laboratory. Any anomalies are noted in the case narrative. (3) Results for all solid matrices are reported in dry weight unless otherwise noted. (4) Results for all liquid matrices are analyzed as received in the laboratory unless otherwise noted. (5) Samples are disposed of within 30 days of their receipt by the laboratory. (6) A statement of Qualifiers is available upon request. (7) Certain analyses are subcontracted to outside NELAC certified laboratories and are designated on your report. (8) Precision &Accuracy will be provided when clients require a measure of estimated uncertainty. (9) The issuance of the final Certificate of Analysis takes precedence over any previous Preliminary Report Preliminary Data should not be used for regular purposes. Authorized signature(s) is provided on final report only Please contact me if you have any questions or concerns regarding this report. Sincerely, Pamela Shore QA Officer EPA # FLO1227 DOH# E86957 SFWMD# 48141 PBC # VC0000018083 1550 Latham Road, Suite 2, West Palm Beach, FL 33409, phone: (561)689-6701, fax: (561)689-6702 Page 1 of 4 _ Ra Ire Bea ch Er ironrrentaI E 1 CERTIFICATE OF ANALYSIS Air, Water, & Soil Engineering, Inc. LOG #: 0016839 3304 Pebble Beach Drive COC#: 26649 Lake Worth, FL 33467 REPORTED: 9/24/2018 3:09:27PM ATTN: Curt Dokken PROJECT #: [none] PHONE: (561) 282-8434 FAX: (561) 433-8541 PROJECT: Royal Tequesta Description: TW-1 Lab ID: 0016839-01 Sampled: 09/16/18 14:57 Matrix: Water Sampled By: Curtis Dokken Received: 09/17/18 09:03 EPA 8020 List Extraction Analysis CAS # Parameter Results Q Units Method DF MDL P L Date Date Analyst 71-43-2 Benzene 0.640 U ug/L EPA 8260C 1 0.640 1.00 09/17/18 09/18/18 DL 108-88-3 Toluene 0.660 U ug/L EPA 8260C 1 0.660 1.00 09/17/18 09/18/18 DL 108-90-7 Chlorobenzene 0.670 U ug/L EPA 8260C 1 0.670 1.00 09/17/18 09/18/18 DL 100-41-4 Ethylbenzene 0.730 U ug/L EPA 8260C 1 0.730 1.00 09/17/18 09/18/18 DL 108-38-3/10 m,p-Xylene 0.760 U ug/L EPA 8260C 1 0.760 1.00 09/17/18 09/18/18 DL 6-42-3 95-47-6 o-Xylene 0.870 U ug/L EPA 8260C 1 0.870 1.00 09/17/18 09/18/18 DL 541-73-1 1,3-Dichlorobenzene 0.310 U ug/L EPA 8260C 1 0.310 1.00 09/17/18 09/18/18 DL 106-46-7 1,4-Dichlorobenzene 0.310 U ug/L EPA 8260C 1 0.310 1.00 09/17/18 09/18/18 DL 95-50-1 1,2-Dichlorobenzene 0.510 U ug/L EPA 8260C 1 0.510 1.00 09/17/18 09/18/18 DL 1634-04-4 MTBE 0.530 U ug/L EPA 8260C 1 0.530 1.00 09/17/18 09/18/18 DL Recovery Q % Recovery Limits 1868-53-7 Surrogate: Dibromofluoromethane 99.0 % Limit 70-130 2037-26-5 Surrogate: Toluene-d8 103 % Limit 70-130 460-00-4 Surrogate: 4-Bromofluorobenzene 98.7 % Limit 75-120 EPA 8100 PAH List Extraction Analysis CAS # Parameter Results Q Units Method DF MDL P L Date Date Analyst 91-20-3 Naphthalene 0.147 U ug/L EPA 3510C / 8270 1 0.147 10.0 09/17/18 09/17/18 PLS 91-57-6 2-Methyl naphthalene 0.288 U ug/L EPA 3510C / 8270 1 0.288 10.0 09/17/18 09/17/18 PLS 90-12-0 1-Methyl naphthalene 0.285 U ug/L EPA 3510C / 8270 1 0.285 10.0 09/17/18 09/17/18 PLS 208-96-8 Acenaphthylene 0.393 U ug/L EPA 3510C / 8270 1 0.393 10.0 09/17/18 09/17/18 PLS 83-32-9 Acenaphthene 0.188 U ug/L EPA 3510C / 8270 1 0.188 10.0 09/17/18 09/17/18 PLS 86-73-7 Fluorene 0.217 U ug/L EPA 3510C / 8270 1 0.217 10.0 09/17/18 09/17/18 PLS 85-01-8 Phenanthrene 0.215 U ug/L EPA 3510C / 8270 1 0.215 10.0 09/17/18 09/17/18 PLS 120-12-7 Anthracene 0.0100 U ug/L EPA 3510C / 8270 1 0.0100 0.0300 09/17/18 09/17/18 PLS 206-44-0 Fluoranthene 0.0100 U ug/L EPA 3510C / 8270 1 0.0100 0.0300 09/17/18 09/17/18 PLS 129-00-0 Pyrene 0.409 U ug/L EPA 3510C / 8270 1 0.409 10.0 09/17/18 09/17/18 PLS 56-55-3 Benzo[a]anthracene 0.0500 U ug/L EPA 3510C / 8270 1 0.0500 0.0500 09/17/18 09/17/18 PLS 218-01-9 Chrysene 0.169 U ug/L EPA 3510C / 8270 1 0.169 0.200 09/17/18 09/17/18 PLS 205-99-2 Benzo[b]fluoranthene 0.0500 U ug/L EPA 3510C / 8270 1 0.0500 0.0500 09/17/18 09/17/18 PLS 207-08-9 Benzo[k]fluoranthene 0.500 U ug/L EPA 3510C / 8270 1 0.500 0.500 09/17/18 09/17/18 PLS 50-32-8 Benzo[a]pyrene 0.200 U ug/L EPA 3510C / 8270 1 0.200 0.200 09/17/18 09/17/18 PLS 53-70-3 Dibenz[a,h]anth racene 0.0050 U ug/L EPA 3510C / 8270 1 0.0050 0.0500 09/17/18 09/17/18 PLS 193-39-5 Indeno[1,2,3-cd]pyrene 0.0500 U ug/L EPA 3510C / 8270 1 0.0500 0.0500 09/17/18 09/17/18 PLS EPA # FLO1227 DOH# E86957 SFWMD# 48141 PBC # VC0000018083 1550 Latham Road, Suite 2, West Palm Beach, FL 33409, phone: (561)689-6701, fax: (561)689-6702 Page 2of4 _ Ra Ire Bea ch E mfironrrentaI L2bor des Irr.. - 1 CERTIFICATE OF ANALYSIS Air, Water, & Soil Engineering, Inc. LOG #: 0016839 3304 Pebble Beach Drive COC#: 26649 Lake Worth, FL 33467 REPORTED: 9/24/2018 3:09:27PM ATTN: Curt Dokken PROJECT #: [none] PHONE: (561) 282-8434 FAX: (561) 433-8541 PROJECT: Royal Tequesta Description: TW-1 Lab ID: 0016839-01 Sampled: 09/16/18 14:57 Matrix: Water Sampled By: Curtis Dokken Received: 09/17/18 09:03 EPA 8100 PAH List Extraction Analysis CAS # Parameter Results Q Units Method DF MDL P L Date Date Analyst 191-24-2 Benzo[g,h,i]perylene 0.341 U ug/L EPA 3510C / 8270 1 0.341 10.0 09/17/18 09/17/18 PLS Recovery Q % Recovery Limits NA Surrogate: Nitrobenzene-d5 110 % Limit 40-142 321-60-8 Surrogate: 2-Fluorobiphenyl 95.5 % Limit 45-126 NA Surrogate: p-Terphenyl-d14 117 % Limit 55-165 EPA Method 8011 List Extraction Analysis CAS # Parameter Results Q Units Method DF MDL PAL Date Date Analyst 106-93-4 1,2-Dibromoethane (EDB) 0.01090 JEE, U ug/L EPA 8260B 1 0.01090 0.03280 09/19/18 09/19/18 SL 96-12-8 1,2-Dibromo-3-Chloropropane 0.01790 JEE, U ug/L EPA 8260B 1 0.01790 0.05360 09/19/18 09/19/18 SL FLPRO Extraction Analysis CAS # Parameter Results Q Units Method DF MDL EQ—L Date Date Analyst NA FLPRO Total 0.300 I mg/L EPA 3510C /RO 1 0.040 0.500 09/17/18 09/17/18 DL Recovery Q % Recovery Limits 84-15-1 Surrogate: o-Terphenyl 85.6 % Limit 70-130 7194-86-7 Surrogate: Nonatriacontane 55.2 % Limit 42-193 Metals by EPA 6000/7000 Series Methods Extraction Analysis CAS # Parameter Results Q Units Method DF MDL EVIL Date Date Analyst 7439-92-1 Lead 0.001 JEE, U mg/L EPA 6010 1 0.001 0.010 09/18/18 09/19/18 SL EPA # FLO1227 DOH# E86957 SFWMD# 48141 PBC # VC0000018083 1550 Latham Road, Suite 2, West Palm Beach, FL 33409, phone: (561)689-6701, fax: (561)689-6702 Page 3of4 _ Ra Ire Beach Er ironrrentall 1 Notes and Definitions Undetected The reported value is between the laboratory Method Detection Limit & the laboratory Practical Quantitation Limit JEE Analysis performed by Florida Environmental Cert#E86006 1460 W McNabb Road Ft. Lauderdale FL 33309 EPA # FL01227 DOH# E86957 SFWMD# 48141 PBC # VC0000018083 1550 Latham Road, Suite 2, West Palm Beach, FL 33409, phone: (561)689-6701, fax: (561)689-6702 Page 4 of 4 C�l 6 40 JME-WwAmr r7 77 � H 14 kj CIO 0 rk 4-0 +—o ..go Oro, N A C) "Cl 11:P 4—A Ire CIO �z3 ull� F:E rr No i r fs� lo Wd') Jok r i cz Z. izj - —a 7, ATTACHMENT E GROUNDWATER SAMPLING LOG Form FD 9000-24 GROUNDWATER SAMPLING LOG SITE SITE NAME, /vt> %/rt /of *"4 rn LOCATION: f WELL NO' SAMPLE ID- T PURGING DATA DATE- 4 or J#P" WELL TUBING WELL SCREEN INTERVAL STATIC DEPTH PURGE PUMP TYPE DIAMETER (inches DIAMETER (inche D E PT H /0 fee I to .WO feet . T 0 WATE R (feet): OR BAILER: WELL VOLUME PURGE: 1 WELL VOLUME (TOTAL WELL DEPTH - STATIC DEPTH TO WATER) X WELL CAPACrTY (only fill out if applicable) ( 200 - () & feet - f 45� .5 - / feet) X D - 0 � gallons/foot gallons EQUIPMENT VOLUME PURGE: I EQUIPMENT VOL. = PUMP VOLUME + (TUBING CAPACITY X TUBING LENGTH) + FLOW CELL VOLUME (only fill out If applicable) gallons + gallons/foot X feet) + gallons = gallons INITIAL PUMP OR TUBING W DEPTH IN ELL feet /7 FINAL PUMP OR TUBING DEPTH IN WELL (feet)- PURGING INITIATED AT. PURGING TOTAL VOLUME) _ /Y PURGED ( gallons : 3,2.-c) ENDED AT. TIME VOLUME PURGED (gallons) CUMUL. VOLUME PURGED (gallons) PURGE RATE WPM) DEPTH TO WATER (feet) pH (standard units) TEMP, (0c) i COND. (circle units) pmhoslcrn ar gs/crn DISSOLVED OXYGEN (Cirde units) mg/L or % saturation TURBIDITY (NTUs) COLOR (describe) ODOR (describe) 466 0. 07f f $17 ?2. -7 I yq_ ctr 1-de, 11-00 0 - le c> AM Z, 0,22 - E C6 6 0 1 /2> 15.317 wx xq.5— - 4 5 qe, Zq; 6 3,2-4 6 10 /5-31 ok? 2111 2 9 v A -A WELL CAPACITY (Gallons Per Foot): 0.76" = 0.02;(--1" = 1,W 1.26" 0.06; 2"= 016; 3" 0-37, 4" - 0.65, 511 1.02". 691 1.471 121v = 5-88 r11 6 - 0.0028; 5116" = 0.004', w8" = 0,016 TUBING INSIDE DIA. CAPACITY (Gal./Ft-): 116" = 0.0006 O0014; 114" O006, 1/2"' = 0,0M PURGING EQUIPMENT CODES- B = Bailer-, BP = Bladder Pump-, ESP = Electric Submersible Pump- (iP_-;Penstaltjc Pump-, 0 = Other (Specify) E; Y.- 11.111:14 1 z In 17219111 LED BY PZFF:11)ATION: R(S) TU (S -. SAMPLING INITIATED AT J-7.-057 SAMPLING ENDED AT -15; PTimp OR TUBING DEPTH IN WELL (feet)- TUBING MATERIAL CODE: FIELD -FILTERED: Y FILTER SIZE, PM Filtration Equipment Ty e FIELD DECONTAMINATION: PUMP Y TUBING y DUPLICATE y N SAMPLE CONTAINER SPECIFICATION SAMPLE PRESERVATION INTENDED ANALYSIS AND/OR METHOD SAMPLING EQUIPMENT CODE SAMPLE PUMP FLOW RATE (mL per minute) SAMPLE ID CODE # CONTANERS MATERIAL CODE 1 VOLUME PRESERVATIVE USED TOTAL VOL ADDED IN FIELD (mL) FINAL H. E2K 4 JF z - .4w A �w REMARKS - MATERIAL CODES: AG = Amber Glass, CG Clear Glass, PE = Polyethylene: PIR = Polypropylene, S = Silicone, T = Teflon; 0 = Other (Specify) SAMPLING EQUIPMENT CODES- APP z After Peristaltic Pump-, B = Bailer, BP = Bladder Pump; ESP = Electric. Submersible Pump- RFPP = Reverse Flow Pedstaltic Pump: SM = Straw Method (Tubing Gravity Drain),- 0 = Other (Specify) M%01&0* 14 IFIV 4d0UVt! U0 "OIL GO"SUIUle d11 QTX"einirormation reqUireaDy %.,naprer bz--ibu, P.A.U. 2. STABILIZATION CRITERIA FOR RANGE OF VARIATION OF LAST THREE CONSECUTIVE READINGS (SEE FS 2-212. SECTION 3) pH: + 0.2 units Temperature: + 0+2 'C Specific Conductance.- + 5% Dissolved Oxygen: all readings < 20%saturation (see Table FS 2200-2)F optionally, ± 0.2 mg1L or + 10% (whichever is greater) Turbidity: all readings < 20 NTIJ; optionally t 5 NTIJ or + 10% (whichever is greater) Revision Date- February 12,2009 C,�00L THE SCHOOL DISTRICT OF KRISTIN K. GARRISON WANDA F. PAUL, M.ED., MBA PALM BEACH COUNTY,, FL DIRECTOR CHIEF OPERATING OFHCER LLJ n PLANNING AND I NTERGOVERN MENTAL RELATIONS V U I - Z EXCEI%-� V_ 3661INTERSTATE PARK Rn. N., STE 200 BE COUP RiviERA BEACH, FL. 33404 PHONE: 561-434-8020 / FAX- 561-357-1193 WWW,PALK4BEACHSCHOOLS.ORGZPLANNING SCHOOL CAPACITY AVAILABILITY DETERMINATISCAR) Submittal Date 11/18/2020 SCAR No. 20111801D — D. 0. FLU /Rezoning/113.0. No. I SPR 2-20 —Village of Tequesta Application P'CN No.. / Address 60-43-40-30-00-001-0170 (0120) / 734 & 746 U S H ig h wa y I Development Name The Reserve at Tequesta Owner / Agent Name Roya I Teq uesta, LLC / 2G H 0 SAC N. 007 Proposed Unit No. & Type 69 Multi -Family Units Jupiter Jupiter Jupiter Elementary School Middle School High. School 8 Impact Review New Students Generated 4 5 Capacity Available -131 155 -64 Utilization Percentage 115% 91% 102% 0 Based on the findings and evaluation of the proposed development, there will be negative impact on the public school system. Therefore, if the proposed development is approved by the Village Council, School District staff rye cornmends the following condition to mitigate such impact. In order to address the schoo[ capacity deficiency generated by this proposed development School District Staff's at the [district elementary a nd high school level, the property owner shall contribute a total Recommendation of $87.,189 to the School District of Palm Beach County prior to the issuance of first building permit. This school capacity contributiQn is intended to supplement the required school impact fee ('I m p a ct fee credit has already been a ppl led). Please note that the school impact fee credit is ca lcu lated based on the Net Impact Cost per Student, as ca I cu I ated ire tine Ccunt 's latest Impact Fee U pdate Stu dy recom m e Inded by the PBC Impact Fee Committee for adoption/implementation in 2019. 1) Th is deter i n at io n is valid f ro rn 12/03/2020 to 12/02/20210 r the expi ration date of the Validation Period site -specific development order approved during the validation period. 2) A copy of the approved D.O. must be submItted to the School District Planning Dept. prior to 12/02/20-21 or th is determ imotion will expire a uto m at Ica I ly on 12/02/202 1. 1) This determination replaces the SCAD letter issued on 12/16/19 under case# 19120201D. 2) School age children may not necessarily be assigned to the public school closest to their Notice residences. Students in Palm Beach County are assigned annually to schools under the authority of the Schaal Board and by direction of the Superintendent, public school attendance zones are subject to change. December 3, 2020 I@ FPL June 24, 2019 GENTILE GLAS HOLLOWAY O'MAHONEY & ASSOCIATES. INC. 1907 COMMERCE LANE. STE 101 BOCA RATON, FL, 33458 Florida Power & Light Company Re: THE RESERVE AT TEQUESTA: TEQUESTA, FL - 746 AND 734 US Highwat 1, Tequesta, FL 33469 Dear ALEC R. DICKERSON: Thank you for contacting FPL early in your planning process. At the present time FPL has sufficient capacity to provide electric service to your property. We have facilities currently available at this location. Please advise me early in the planning process once the final plans have been approved. This information will help us to provide you with the best service in accordance with applicable rates, rules and regulations. You may also respond to us through www.fpl.com. Please contact me if you have any questions. Sincerely, MIGUEL GALENO Associate Engineer A NEXTera ENERGY Company Loxahatchee River District Water Reclamation I Environmental Education I River Restoration 2500 Jupiter Park Drive, Jupiter, Florida 33458 Telephone (551 747-5700 *Fax (561) 747-9929 * www.loxahatcheerive:r.org D. Albrey Arrington., Ph.D.,. Executive Director April 2, 2019 Royal Tequesta LLC c/o Louis J. Capano & Sons 105 Foulk Road Wilmington, DE 19803 Email: Alec@2gho.com Re: The Reserve at Tequesta 746 and 734 US Highway One, Tequesta PCN: 60-43-40-30-00-001-0120 To Whom It May Concern: This letter is provided in response to a recent request by Alec Dickerson, of Gentile, Glas, Holloway, O'Mahoney & Associates, Inc., concerning sanitary sewer service availability for the suject property. i Please be advised that, as of this date, sanitary sewer service s available to the subject property upon payment of certain costs in accordance with the District Rules. Copies of District Rules Chapter 3 1 -10 are available for your review on our web site at www. toxaliatcheerive 0 Consistent with District policy, the Developer will be responsible for all costs associated with 4 connecting to the existing wastewater system of the District and any costs associated witli system upgrades downstream to accommodate additional flows. Should you require additional infon-nation on this matter, please contact the District Engineering Department at (561)747-5700 Ext. 4052. Very truly yours, Kris Dean, P.E. Deputy Executive Director/Director of Engineering Services %w" KD/Iml Cc: Alec Dickerson, Planner WCOMMERCIAL PROJECTMThe Reserve at Tequesta\PrQJect Document s\Design\Correspoiidence\—royaI tequesta llc-20190402.doe x Gordon M. Boggie Stephen B. Rockoff Dr. Matt H. Rostock Harvey M. Silvennan James D. Snyder Board Member Board Member Chairman Board Member Board Member 3 960 RCA Blvd. Suite 6002 Palm Beach Gardens, FL 33410 March 29, 2019 Alec Dickerson GENTILE GLAS HOLLOWAY O'MAHONEY & Associates , Inc. 1907 Commerce Lane, Suite 101 Jupiter, Florida 33458 Re: Availability Letter for The Reserve at Tequesta 746 and 734 US Hwy 1, Tequesta, FL 33469 Dear Mr. Dickerson, Comcast Cable Communications will be able to service this site. Please feel free to call if I can be of additional service. Best Regards, C/Yazk 0q. d`tt[�Cd !comcast FEC Regional Construction 561-882-4310 Mark Milford OD-cable.comcast.com No Text PARTNERS VIA Email: alec@2gho.com March 29, 2019 Gentile Glas Holloway O'Mahoney Alec Dickerson 1907 Commerce Lane #101 Jupiter, FL 33458 RE: The Reserve at Tequesta — 746 & 734 US Highway One Tequesta TECO Peoples Gas has natural gas service in the vicinity of the above -mentioned property and we welcome the opportunity to service your client with natural gas. The typical average daily energy demands can not be determined until we have more information about your client's gas equipment. Please ask your client to call us with that information. A site plan is required for us to indicate our existing facilities and projected future facilities intended to service the project. In the meantime, should you need further assistance you can contact me by calling 772-216-9622. Sincerely, Sherry Horton Sherry Horton Account Manager TECO Peoples Gas Palm Beach & Martin Counties SH WV11A6 WASTE MANAGEMENT June 4, 2019 Mr. Alec Dickerson Gentile Glas Holloway O'Mahoney & Associates, Inc. 1907 Commerce Lane, Suite 101 Jupiter, FL 33458 JEFF SABIN GOVERNMENT AFFAIRS WASTE MANAGEMENT INC. OF FLORIDA 7700 SE BRIDGE RD HOBE SOUND, FL 33455 P H : (772) 545-1327 MOBILE: (772) 263-0017 Re: The Reserve at Tequesta, FL — 746 and 734 US ighway 1, Tequesta, FL 33469 Dear Mr. Dickerson: In response to your request for confirmation of service availability for the above development, Waste Management of Martin County can adequately accommodate residential curbside collection as provided for in our Solid Waste and Recyclable Materials Collection Services Agreement with Palm Beach County. We appreciate the opportunity to service the new community and look forward to working with the developers and builders in making it an environmentally friendly project. Please contact our Sales Specialist as your project proceeds, her contact information is below, or myself. Sales Specialist: Amanda Mindell — 561-351-8658 If you have any questions or concerns, please contact us. JEFF SABIN Government Affairs Cc: Amanda Mindell Village 345 Tequesta Drive Tequesta, FL 33459 11/17/2020 Alec R. Dickerson - Planner of Tequestu. Gentile Glas Holloway O'Mahoney and Associates,. Inc. 1907 Commerce Lane, Suite 101 Jupiter, Florida 33458 RE: The Reserve — 734 & 746 US Highway 1— Service Availability Dear Mr. Dickerson, 51-768-0700 rww.tequesta.org This letter confirms that the referenced property is located within the Village of Tequesta Potable Water Utility Service Area. The Village of Tequesta Public Water System has available capacity to serve the proposed 69 unit townhomes and associated amenities at the property. Please note that this letter does not constitute a commitment for service until final design is approved by the Village of Tequesta Utilities Department and a Developers Agreement fully effectuated. 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