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Documentation_Regular_Tab 11_1/9/2020
Agenda Item #11. Regular Council STAFF MEMO Meeting: Regular Council - Jan 09 2020 Staff Contact: Nilsa Zacarias, Director of Community Development Department: Community Development SPR 1-19: Application of Royal Tequesta LLC 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 subject property is located at 746 US Highway 1 and 734 N. US Highway 1, Tequesta, Florida, 33469. SPR1-19: Application of Royal Tequesta LLC 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 subject property is located at 746 US Highway 1 and 734 N. US Highway 1, Tequesta, Florida, 33469. FINAL VC- THE RESERVE STAFF REPORT w Letters Application Agent Auth Justification 10.14. 2019 TCAR LET 9816491 Traffic Report VOT Water Confirmation Waste Management Letter Aerial Location Map Deed - 746 US Highway 1 Deed - 734 US Highway 1 Comcast Letter EA Report 032019 FPL Letter gas available The Reserve At Tequesta PBC Traffic Approval 9816491.ICL-Final. Palm Beach Response Letter 10.14.19 UST Closure Report Combine 1274drgrep 081419 DS 1274 Reserve Drainage Statement DS 1274 Reserve Fire Statement SS 1274 Reserve Sanitary Statement ds 1274 Reserve Water Statement ds RovalTeauesta Phase I ESA 6-19-19-F Page 142 of 686 Agenda Item #11. The Reserve Renderings Teguesta Reserve Graphic 07.11.19 SP-1 S P-2 Reserve At Teguesta - With 2 Bollards - Revision #1 - Black And White SUBMITTAL 19.10.10 COMBINED 1274 Civil Set 081419 IDS Landscape Plan 10-8-19 LP-1 Landscape Plan 10-8-19 LP-2 The Reserve LP-3 Reserve at Teguesta LP-4 18-120-2 TREES signed Page 143 of 686 Agenda Item #11. VILLAGE OF TEQUESTA Department of Community Development Staff Report— Village Council Hearing —January 9, 2019 I. Petition No. — SPR 1-19 APPLICANT: Gentile, Glas, Holloway, O'Mahoney & Associates Inc. 1907 Commerce Lane, Suite 101 Jupiter, FL 33458 OWNER: Royal Tequesta LLC. REQUEST: SPR 1-19: Application of Royal Tequesta LLC 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 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 Proposed 734 & 741 Page 144 of 686 Agenda Item #11. 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: 26'-9" 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 C-2 (Community County Line Plaza Commercial Commercial 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 C-2 (Community Village of Tequesta Water and Grounds and Grounds Commercial District) Plant III. BACKGROUND Application of Royal Tequesta LLC 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 subject property is located at 746 US Highway 1 and 734 N. US Highway 1, Tequesta, Florida, 33469. The subject application includes a replat to combine both parcels into one. The replat application will be heard by the Village Council concurrent with the Site Plan Review. 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 aooroved by the Villaae Council (5-0) on September 12. 2019 (see attached Ordinance 21-18). 6 Page 145 of 686 Agenda Item #11. 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 The Planning & Zoning Board recommended approval of the site plan review at the November 21, 2019 meeting, by 4-1 vote. The following graphic depicts the approval process for the subject application: FLU Map Amendment (ORD 21-19) — LPA Board — 7.18.19 First Reading— 8-8.19 Second Reading — Approved by Village Council - 9.12.19 IV. Site Plan Review — SPR 1-19 Zoning Map Amendment (ORD 22-19) — LPA Board — 7e18A9 First Reading— 8.8.19 Second Reading - Approved by Village Council — 9.12.19 Site Plan Review (SPR 1-19) — Planning and Zoning Board — 11.21.19 Village Council — 1.9.20 The Development Review Committee (DRC) for compliance with Village Code, State and Federal applicable regulations, reviewed the proposed site plan for the 69-unit multifamily development "The Reserve". The DRC includes Community Development, Law Enforcement, Landscaping, Building, Fire Safety, the Water Department, Civil and Traffic Engineering. Please see the following final DRC comments: Zoning Review R-2 Zoning District REQUIRED BY CODE PROPOSED COMMENTS Minimum Lot Size 10,000 sq ft. for first 2 6.03 acres In compliance 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 Page 146 of 686 Agenda Item #11. R-2 Zoning REQUIRED BY CODE PROPOSED COMMENTS District 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 Living 1,100 sq. ft. for first 2 bedrooms 69 three -bedroom dwelling In compliance 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 Main Structure: 25' Main Structure: In compliance Accessory Structure: 25' 51.5' (Residential Building) Accessory Structure: 34.5' (Fitness Center) 40.3' (Swimming Pool) Rear Yard 20' for main building Main Structure: 20' from In compliance 10' for accessory building or balcony structure Side Yard - North 7 W main and accessory Main: 11.5' from balcony In compliance structure Side Yard - South 7 W main and accessory 16' In compliance structure Max 37% 32.3% In compliance Lot Coverage 97,182 sq. ft. 82,945 sq. ft. Open Space Min 30% 31.5% In compliance 78,761 sq. ft. 82,721 sq. ft. with Code Building Height 2 Stories/ 30' main building or Buildings: 26' 9" In compliance structure Fitness Center/Restroom: 15' 1 Story/ 15' for any accessory building or structure 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 Page 147 of 686 Agenda Item #11. 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 subject application was reviewed for compliance with Level of Service standards. Development Phases Infrastructure and building will be developed in one phase. V. Agency Approvals Per Division 2, Sec. 78-331 (g), the Applicant provided agency letters and statements as follows: (1) Palm Beach County Health Department. Applicant provided statement. (2) Tequesta Fire -Rescue Department (Fire Marshal). Applicant provided statement. (3) Loxahatchee River Environmental Control District (ENCON). See attached letter (4) Department of Environmental Resources Management (DERM). Applicant: See attached letter (5) South Florida Water Management District (SFWMD). Applicant provided statement. (6) Florida Department of Transportation (FDOT). Applicant provided statement. (7) Reserved. (8) Metropolitan Planning Organization of Palm Beach County (MPO). N/A (9) Palm Beach County Traffic Engineering Division. See attached TIPS letter (Palm Beach County Traffic Performance Standards) (10)Martin County Metropolitan Planning Organization. N/A (11) Martin County Traffic Engineering Department. N/A (12) Florida Power & Light Company. See attached letter (13) Telephone service provider, as applicable. See attached letter (14) Solid waste purveyor. See attached letter (15) Tequesta Water Department. See attached letter Page 148 of 686 Agenda Item #11. BUILDING DEPARTMENT REVIEW The Village of Tequesta's Building Official, Mr. Jose Rodriguez, as a member of the Development Review Committee, provided comments that have been addressed by the applicant. Please see attached email from Mr. Rodriguez 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. Tom Jensen, P.E. from Kimley Horn Associates, referencing no comments. LAW ENFORCEMENT REVIEW Please see attached review email from Chief McGrew from the Village of Tequesta Police Department, referencing no comments. FIRE SAFETY REVIEW The Village of Tequesta's Fire Chief James Trube and Captain William Newbern, as members of the Development Review Committee, provided comments that have been addressed by the applicant. Please see attached review letter from Chief Trube, referencing no comments. Further review will be conducted at the time the applicant submits construction drawings for permitting to the Fire Safety Department. LANDSCAPE REVIEW Please see attached review letter from Mr. Stephen Parker, RLA, and Landscape Architect Consultant, referencing no comments. ENVIRONMENTAL REVIEW Mr. Jan Beernink, from Nutting Environmental of Florida (NEF), Inc. was contracted by the Village to conduct an environmental review of the proposed development. Per Mr. Beernink review letter "Following NEF's initial review of the information submitted as part of the Application for Site Plan Review, NEF requested additional information be submitted, specifically consisting of Phase 1 Environmental Site Assessment (ESA) and Phase 11 ESA reports and any other contamination assessment related information for the referenced project, as documented in NEF's corresponded dated May 16, 2019. NEF was subsequently provided with a Response Letter from Gentile Glas Holloway O'Mahoney & Associates, Inc. dated June 26, 2019, which stated the following: "Response: Attached hereto, are there (3) letters of correspondence from PBC DERM and Air, Water, & Soil Engineering, Inc. indicating the removal of the underground tank and any contaminates and indication of compliance. Additionally, a Phase 1 ESA has been included in the digital submittal package". See attached review letter. Page 149 of 686 Agenda Item #11. After the review of the applicant's additional information, Mr. Beernink concluded "It is NEF's opinion that the Response Letter and additional information provided by Gentile Glas Holloway O'Mahoney &Associates, Inc. appropriately addresses NEF's comments in NEF's corresponded dated May 16, 2019. The provide information did not identity evidence of the presence of contamination at the subject Site". See attached letter. With regard to existing wells at the subject site, Mr. Beernink provided the following statement: "The Response Letter from Gentile Glas Holloway O'Mahoney & Associates, Inc., dated June 26, 2019 included a Phase 1 Environmental Site Assessment (ESA) report prepared by Air Water & Soil Engineering, Inc. (AWSE), dated June 19, 2019. The Phase 1 ESA report identified the presence of a former domestic water supply well on the 734 North US Highway 1 parcel and records identifying a United States Geological Survey (USGS) Salinity Monitor Well (identified as PB-872) on the 746 North US Highway 1 Parcel. However, AWSE was unable to locate the USGS Well during the site reconnaissance and stated that its status was unknown. The approximate locations of the former domestic water supply well and the USGS Monitor Well were mapped on Figure 2 (Page 37 of the pdf) included in the Phase 1 ESA report." Please see attached e-mail. The Phase I Environmental Site Assessment (ESA) report prepared by Air, Water, & Soil Engineering, Inc. (AWSE) recommended the following: • "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. • 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." 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 The following impact table presents the impact review provided by the School District on the SCAD form: Impact Review Jupiter Elementary School Jupiter Middle School Jupiter High School New Students Generated 8 4 167 5 -620 Capacity Available -115 Utilization Percentage 113% 90% 123% Page 150 of 686 Agenda Item #11. As indicated on the attached SCAD form, the School District is recommending the following: 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 I at the District elementary and high school level, the property owner shall contribute a total Recommendation of $89,351 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). The School District is recommending an $89,351 contribution. This amount is a voluntary contribution intended to supplement the required school impact fee that the developer will pay to Palm Beach County. On 12/23/19, Community Development received an email from the applicant (Mr. Steve Cohen, see attached document) regarding the School District recommendation that states the following: "The Developer, Royal Tequesta, LLC is required to pay Palm Beach County Impact Fees based on the attached worksheet. As it pertains specifically to School Impact Fees, the Developer estimates that the School Impact fees to be paid to Palm Beach County will be around $280,000 +/-. We have a few units which vary in size. The Blue plan, which is 1839sf (which is the primary unit at The Reserve) is attached. This is the interior unit for each building. If we assume all interior units are (1839'sf) per the school impact fee schedule $3931 x 41 interior units = $161,171 (School Impact Fees). I believe our end units were a little bigger, so lets assume the end units are 2000'sf, per the school impact fee schedule of $4237x 28 end units = $118,636. Total anticipated School Impact Fees based on Palm Beach County (Village of Teguesta) _ $279,807. 1 believe that the Palm Beach County School Impact Fee is required to be paid prior to the first building permit issuance. This is an extremely healthy required development impact fee contribution to the School District pertaining to the overall development." Based on the above estimated calculations, the developer will pay as School Impact Fee an amount of approximately $279,807. This is a mandatory requirement to be paid to Palm Beach County. F: Page 151 of 686 Agenda Item #11. VI. FINAL REMARKS This development application met the requirements set in Section 78-334 notice of hearing. The notice of hearing was published on December 30, 2019. The subject proposed 69-unit multi -family condominium residential development would be located south of Casa Del Sol (CDS), a 41 townhome residential development. The Village of Tequesta received a letter from the Board of Directors stating, "CDS believes that the development of the currently vacant lot identified in Ordinance 21-19 into a quality residential development will substantially benefit the Village of Tequesta, as well as CDS." The subject letter is dated September 12, 2019, see attached document. Per Mr. Steve Cohen's email (developer) dated 11/13/19, "The project will be Owner occupied. Our intention is to design, permit, build and market the units For Sale. We will adhere to customary COA docs found throughout south Florida in similar types of neighborhoods. Florida Statutes will be the basis of the creation of the Condo docs." The Planning & Zoning (P&Z) Board recommended approval of the subject site plan review application at the November 21, 2019 meeting, by 4-1 vote, with the following conditions: 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. 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." Ir Page 152 of 686 7, Mmwffillffi� 47 Agenda Item #11. ORDINANCE 21-19 AN ORDINANCE OF THE VILLAGE COUNCIL OF THE VILLAGE OF TEQUESTA, FLORIDA, ADOPTING A SMALL SCALE AMENDMENT TO ITS COMPREHENSIVE DEVELOPMENT PLAN IN ACCORDANCE WITH THE MANDATES SET FORTH IN SECTION 163.3184, ET SEQ., FLORIDA STATUTES, PURSUANT TO A PRIVATELY -INITIATED APPLICATION # SSC 1-19 WHICH PROVIDES FOR AN AMENDMENT TO THE FUTURE LAND USE MAP, DESIGNATING SIX POINT ZERO THREE (6.03) ACRES, MORE OR LESS, OF REAL PROPERTY AS MEDIUM DENSITY RESIDENTIAL; WHICH PROPERTY IS LOCATED AT 746 U.S. HIGHWAY 1 AND 734 N. US HIGHWAY 1, INFORMALLY KNOWN AS "THE RESERVE AT TEQUESTA"; PROVIDING FOR COMPLIANCE WITH ALL REQUIREMENTS OF CHAPTER 163, FLORIDA STATUTES; PROVIDING A CONFLICTS CLAUSE AND A SEVERABILITY CLAUSE; PROVIDING AN EFFECTIVE DATE; AND FOR OTHER PURPOSES. WHEREAS, the State Legislature of the State of Florida has mandated that all municipalities draft and adopt comprehensive development plans to provide thorough . and consistent planning with regard to land within their corporate limits; and WHEREAS, all amendments to the comprehensive development plan must be adopted in accordance with detailed procedures which must be strictly followed; and WHEREAS, the Village of Tequesta, Florida, has received privately -initiated application #SSC 1-19 requesting a small-scale amendment to the Comprehensive Development Plan of the Village of Tequesta to designate two (2) parcels of land amounting to six point zero three (6.03) acres, more or less, located at 746 U.S. Highway 1 and 734 N. US Highway 1 as "Medium Density Residential" on its land use map; and WHEREAS, the Village of Tequesta, Florida, has carefully prepared an amendment to its comprehensive development plan in order to amend the Future Land Use Map relating to the Medium Residential Density future land use designation for the parcels located at 746 U.S. Highway 1 and 734 N. US Highway 1; and WHEREAS, the Village of Tequesta has held all duly required public hearings; both prior to submission of the proposed amendment of the plan to the State Department of Economic Opportunity and after the proposed amendment of the plan was returned to the Village of Tequesta, in accordance with Chapter 163.3187, Florida Statutes; and -1- Page 154 of 686 Agenda Item #11. WHEREAS, the Village Council desires to adopt the amendment to the current comprehensive development plan to guide and control the future development of the Village, and to preserve, promote and protect the public health, safety and welfare. NOW, THEREFORE, BE IT ORDAINED BY THE VILLAGE COUNCIL OF THE VILLAGE OF TEQUESTA, FLORIDA, THAT: Section 1: The Village Council of the Village of Tequesta, Florida, hereby adopts the amendment to its current comprehensive development plan; by providing for the land use designation of "Medium Density Residential" for two (2) parcels of land amounting to six point zero three (6.03) acres, more or less, located at 746 U.S. Highway 1 and 734 N. US Highway 1, and amending the Village's Future Land Use Map accordingly; as attached hereto as Exhibit A and made a part hereof and of the current comprehensive development plan. Section 2: A copy of the comprehensive development plan, as amended, is on file in the office of the Village Clerk, Village of Tequesta, Florida. Section 3: The Village Clerk is hereby directed to transmit one (1) copy of the amendment to the current Comprehensive Development Plan to the State Land Planning Agency along with a letter indicating the number of acres for the amendment submitted, the cumulative number of acres involved in small scale developments within the Village of Tequesta that the Village Council has approved during the past calendar year, a copy of the executed adopting ordinance and the Future Land Use Map, in color format, depicting the subject property, and the ordinance effective date. Section 4: Each and every other section and subsection of the Village of Tequesta Comprehensive Plan shall remain in full force and effect as previously adopted. Section 5: All ordinances or parts of ordinances in conflict be and the same are hereby repealed. Section 6: Should any section or provision of this Ordinance or any portion thereof, any paragraph, sentence or word be declared by a court of competent jurisdiction to be invalid, such decision shall not affect the validity of the remainder of this Ordinance. -2- Page 155 of 686 Agenda Item #11. Section 7: The effective date of this plan amendment shall be thirty-one (31) days following adoption of this Ordinance by the Village of Tequesta. No development orders, development permits, or land uses dependent on this amendment may be issued or commence before it has become effective. If the Ordinance is timely challenged by an "affected person" as defined in Chapter 163, Florida Statutes, the amendment does not become effective until a final order is issued finding the amendment in compliance. FIRST READING this day of 52019. SECOND AND FINAL READING this day of , 2019. -3- Page 156 of 686 Agenda Item #11. 'eq, stt, Florida ftoposed Future land Use Map (Medium ty Resklenflab 0 6..1 9 Page 157 of 686 Agenda Item #11. ORDINANCE Date 21-19 09/12/2019 Upon Second Reading Motion Vice -Mayor Kristi Johnson Second Council Member Vince Arena VOTE FOR ADOPTION AGAINST ADOPTION ABSENT Mayor Abigail Brennan ❑� ❑ Vice -Mayor Kristi Johnson 7 ❑ ❑ Council Member Vince Arena ❑✓ ❑ Council Member Laurie Brandon ✓❑ ❑ Council Member Kyle Stone ❑� ❑ The Mayor thereupon declared the Ordinance duly passed and adopted. MAYOR OF TEQUESTA ATTEST: Abigai Bren n Lori McWilliams, MMC Village Clerk SEAL INCORPORATED! Fffill 1111 Page 158 of 686 Agenda Item #11. ORDINANCE 22-19 AN ORDINANCE OF THE VILLAGE COUNCIL OF THE VILLAGE OF TEQUESTA, FLORIDA, PROVIDING FOR THE REZONING OF CERTAIN REAL PROPERTY WITHIN THE CORPORATE LIMITS OF THE VILLAGE OF TEQUESTA, FLORIDA; PURSUANT TO A PRIVATELY - INITIATED APPLICATION # PRZ 1-19, WHICH PROPERTY CONSISTS OF SIX POINT ZERO THREE (6.03) ACRES, MORE OR LESS, OF LAND LOCATED AT 746 U.S. HIGHWAY 1 AND 734 N. US HIGHWAY 1; PROVIDING THAT THIS REAL PROPERTY WHICH IS MORE SPECIFICALLY DESCRIBED HEREIN SHALL BE RE -ZONED FROM THE VILLAGE ZONING DESIGNATION OF "C-2 COMMUNITY COMMERCIAL DISTRICT" TO THE VILLAGE ZONING DESIGNATION OF "R-2 MULTIPLE -FAMILY DWELLING DISTRICT"; PROVIDING THAT THE ZONING MAP OF THE VILLAGE OF TEQUESTA BE AMENDED TO REFLECT THE PROPER DESIGNATION FOR THIS REAL PROPERTY; PROVIDING A CONFLICTS CLAUSE AND A SEVERABILITY CLAUSE; PROVIDING AN EFFECTIVE DATE; AND FOR OTHER PURPOSES. WHEREAS, after duly noticed public hearings, held pursuant to Florida Statutes, the Village Council does hereby find, determine and declare that the public health, safety and general welfare of the citizens of the Village of Tequesta are best served by re -zoning that real property described herein below, located within the Village, the zoning designation of "R-2 Multiple -Family Dwelling District". NOW, THEREFORE, BE IT ORDAINED BY THE VILLAGE COUNCIL OF THE VILLAGE OF TEQUESTA, FLORIDA, THAT: Section 1: That certain real property located in the corporate limits of the Village of Tequesta consisting of a total of approximately six point zero three (6.03) acres, more or less, located 746 U.S. Highway 1 and 734 N. US Highway 1, is hereby re -zoned from C-2 — Community Commercial District to R-2 — Multiple -Family Dwelling District, and is legally described as follows: (See Exhibit 1 attached hereto for legal description- PCN # 60-43-40-30-00-001-0120 and 60-43-40- 30-00-001-0170) Section 2: The Village Zoning Map is hereby amended to conform to this Ordinance, and the appropriate officials of the Village are instructed to make the necessary changes to the official -1- Page 159 of 686 Agenda Item #11. Village Zoning Map. Section 3: All Ordinances or parts of Ordinances in conflict be and the same are hereby repealed. Section 4: Should any section or provision of this Ordinance or any portion thereof, any paragraph, sentence or word be declared by a Court of competent jurisdiction to be invalid, such decision shall not affect the validity of the remainder of this Ordinance. Section 5: This Ordinance shall take effect immediately upon passage. -2- Page 160 of 686 Agenda Item #11. 'M 11 u� LIL'ItA, -.#n uggi -3- Page 161 of 686 Agenda Item #11. 9 Fred Zoning Map R_2: Multiple Family Dwelling District) -4- Page 162 of 686 Agenda Item #11. ORDINANCE Date `3 22-19 09/12/2019 Upon Second Reading Motion Vice -Mayor Kristi Johnson Second Council Member Vince Arena VOTE FOR ADOPTION AGAINST ADOPTION ABSENT Mayor Abigail Brennan ❑✓ ❑ ❑ Vice -Mayor Kristi Johnson F✓ ❑ Council Member Vince Arena ❑✓ Council Member Laurie Brandon ❑✓ ❑ Council Member Kyle Stone ❑✓ ❑ ❑ The Mayor thereupon declared the Ordinance duly passed and adopted. MAYOR OF TEQUESTA bigail enn n ATTEST: SEALD INCORPORATED Lori McWilliams, MMC Village Clerk 0)C FLO\N °\ Page 163 of 686 Agenda Item #11. Lance Lilly Subject: FW: RESUBMITTAL- The Reserve at Tequesta - 69 multi -family units From: Lynne Britt <Ibritt@tequesta.org> Sent: Wednesday, July 17, 2019 2:04 PM To: Lance Lilly <Ililly@tequesta.org> Subject: RE: RESUBMITTAL- The Reserve at Tequesta - 69 multi -family units Lance The Building Official has reviewed the above referenced project for ADA compliance regarding parking spaces, and for floodplain purposes. The parking spaces meet ADA compliance, and the property is not within the special flood hazard area. Please let me know if you have any questions. Regards, Lynne Lynne Britt Ibritt@tequesta.org Office Manager Village of Tequesta 345 Tequesta Drive Tequesta, FL 33469-0273 Phone: 561-768-0458 Fax: 561-768-0698 s * COL Page 164 of 686 Agenda Item #11. McMahon Associates, Inc. TO: CC: SUBJECT: DATE: TECHNICAL MEMORANDUM Nilsa Zacarias, AICP Village of Tequesta R. Trent Ebersole, P.E. Natalia T. Lercari, P.E., LEED McMahon Associates, Inc. William A. Grieve, P.E. McMahon Associates, Inc. McMAHON ASSOCIATES, INC. 2090 Palm Beach Lakes Boulevard, Suite 400 West Palm Beach, FL 33409 p 561-840-8650 I 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. ASSOCIATES John J. Mitchell, P.E. R. Trent Ebersole, P.E. Matthew M. Kozsuch, P.E. Maureen Chlebek, P.E., PTOE Dean A. Carr, P.E. Jason T. Adams, P.E., PTOE Christopher K. Bauer, P.E., PTOE FOUNDER Joseph W. McMahon, P.E The Reserve at Tequesta (69 multi -family units) - Site Plan Review McMahon Project No. M11172.16 September 9, 2019 McMahon Associates, Inc. (McMahon) has completed a review of the "Traffic Analysis for The Reserve at Tequesta" prepared for Palm Beach County by O'Rourke Engineering & Planning, updated August 9, 2019, and the "Site Plan" prepared by Gentile, Glas, Holloway, O'Mahoney & Associates, Inc., revision date August 9, 2019. Please consider the following comments: Traffic Statement 1. In the "Lane Geometrics" section, please revise as the following: "North Old Dixie Highway is a two-lane undivided arterial from County Line Road to Village Boulevard, a three -lane undivided arterial [two (2) southbound and one (1) northbound lanes] from Village boulevard to Tequesta Drive, and a four -lane..." Resolved. The site plan attached in Appendix A does not match with the site plan dated April 18, 2019, which was included in the package received as part of the review. Please revise analysis based on the latest site plan. Resolved. Engineering I Planning I Design I Technology mcmahonassociates.com Page 165 of 686 Agenda Item #11. Ms. Nilsa Zacarias May 16, 2019 Page 2 of 3 New Traffic Analysis Review Comment 1. Page 9 Driveway Analysis, Indicates the north driveway is "right-in/right-out". Please revise driveway is right -in only. Resolved. Site Plan Review (Traffic and Parking) McMahon conducted a review of the site plan with regard to parking and traffic circulation. The parking supply appears to meet the relevant code. However, the following issues did not meet the City codes: 1. Per Village Code Section 66-336, sidewalks, pathways and crosswalks shall be five feet in width or greater. Applicant's discussion with planning staff was verified, regarding the 4' walk being acceptable. No further comment. 2. Indicate on the site plan the location of "Do Not Enter" signs eastbound at the one-way ingress and at the one-way egress onto U.S. Highway One. Control signs and markings shall be in conformance with all current state, county, district and village requirements. Resolved. 3. Is there sufficient turn around area provided for vehicles traveling north or south on Royal Palm Circle without using the last driveways on the street? Per Village Code Sec. 66-190 dead-end streets are prohibited except where appropriate as stubs to permit future street extensions into adjoining unsubdivided tracts or when designed as culs-de-sac. If a dead-end street is of a temporary nature a similar turnaround may be required and provision made for future extension of the street into adjoining property, as may be required by the village. Comment withdrawn. 4. What modifications are proposed to the existing bike lane/buffer on U.S. Highway One at the ingress and egress to the property? Resolved. 5. A Florida Department of Transportation (FDOT) permit is required and must be secured prior to the issuance of a building permit. FDOT Driveway Connection Permit received. McMahon has no further comments. If you have any questions, please feel free to contact me. Sincerely, Page 166 of 686 Agenda Item #11. Ms. Nilsa Zacarias May 16, 2019 Page 3 of 3 lid William A. Grieve, P.E. Project Manager WAG/cec F:\FL\11172M_Village_Of_Tequesta_TransportationServices\11172M_16_The Reserve at Tequesta\Correspondence\Comments\TechMemo_The Reserve_090919.docx Page 167 of 686 Agenda Item #11. Kimley»>Horn July 17, 2019 Nilsa Zacarias, AICP NZ Consultants 1851 W. Indiantown Road Suite 100 Jupiter, Florida 33458 Re: Village of Tequesta The Reserve (Water and Drainage Plan Review) DRC Second Comments Response Dear Ms. Zacarias: We are in receipt of the Developer's responses to our initial DRC comments for the above referenced project. We will respond to their proposed revisions/responses in italic red font below to our initial DRC comments that were made on May 16, 2019 below. Drainage • Provide a demolition plan to show removal of existing drainage on -site. The addition of Sheet C-13, Demolition Plan, addresses this concern. • The on -site drainage will be private, and not owned or maintained by the Village. The Developer concurred with this response. • The site grade elevations from west to east vary by more than 9ft. How are we maintaining drainage on -site, and not impacting drainage within US1. The Developer's Engineers response as to the number of catch basins proposed from west to east and the FDOT's recent permit issuance addresses our concerns as stated above. • The provided exfiltration is in direct conflict with water and sewer services, provide detail on how these conflicts will be addressed. The notes added to the drawings address our concerns. Water Check exfiltration conflicts noted above. The notes added to the drawings address our concerns. Provide a demolition plan to show removal of existing water system on -site. The addition of Sheet C-13, Demolition Plan, addresses this concern. Per the layout shown, we assume that the water system, up to the water meters will be owned and maintained by the Village. The easements shown do not reflect that, please confirm and revise accordingly. The revised easement layout addresses our concerns. 1920 Wekiva Way, Suite 200. West Palm Beach FL 33411 561 82.E OR53 0 * 0 * 0 Agenda Item #11. • Make use of a less obtrusive tree in the landscape area where the meters are located (visit Tequesta Oaks to see the issues we are now dealing with at meter locations due to the trees). At a minimum, provide a root barrier and copper water services. We concur with the use of a root barrier around the trees where water services are being installed. We recommend (but does not impact our approval) that the Developer still make use of copperpiping from the meter to the house to avoid any future service breaks down the road, even with the use of the root barrier. • Will require a hold harmless arrangement for areas where the water system is installed under pavers, so the Village is not obligated to replace them if a main repair is required. The Engineer concurred with this statement, but we will require a formal acknowledgement from the Developer to ensure the Village is not responsible for the pavers. • Suggest that the existing water connection within US1 be the water source for this project, adjust plans accordingly. The Engineer addressed this concern in the revised plans. • The current water service tie in at US1, note that we do not allow size on size taps (see note above). The Engineer addressed this concern in the revised plans. • Valves at all intersections are required, and sample points will also need to be shown. The valves added now address our concerns, but sample points will be required at points of connection. The sample points will not impact our approval of this DRC resubmission, as the Health Dept. will require them. • The fire hydrant at Sta. 0+89, reconfigure the layout to allow for the Clubhouse water service to not come off the hydrant lead. Look at placing the Clubhouse water meter/backflow assembly adjacent to this hydrant. The plan revision addresses our concern. • Minimum water main size is 6-inches. The plan revision addresses our concern. • The Casa Del Sol tie in at the northwest corner needs to be revised to reflect the correct tie in location, existing valves are 40ft west. The plan revision addresses our concern. • To assist with fire flow, plan on another connection to an existing main in the southwest corner, where the Village has an existing main in an easement within County Line Plaza. The plan revision addresses our concern. Based upon the Developer/Engineer responses and revised plans provided, we can accept the plans as submitted. If you should have any questions. Very truly yours, KIMLEY-HORN AND ASSOCIATES, INC. Thomas C. J sen, P.E. c: J. Allen 561 8,*0 0$00 . • . .: . Agenda Item #11. Lance Lilly From: James McGrew <Imcgrew@teguesta.org> Sent: Friday, July 12, 2019 9:08 AM To: Nilsa Zacarias <nzacarias@teguesta.org> Subject: The Reserve's Plan Good Morning Nilsa, After reviewing the plans and the recommendations made by Cpl. Franklin, it appears the new plans addressed Cpl. Franklin's concerns. Thank you, Jim McGrew Assistant Chief of Police Tequesta Police Department j mcgrew@teg uesta. o rg 561-768-0522 Page 170 of 686 Agenda Item #11. Lance Lilly From: James Trube <jtrube@tequesta.org> Sent: Tuesday, September 17, 2019 4:16 PM To: Lance Lilly <Ililly@tequesta.org> Cc: William Newbern <wnewbern@tequesta.org>; Pat Nawrocki <pnawrocki@tequesta.org> Subject: RE: RESERVE RESUBMITTAL - 3rd dre review Lance, Sorry this is late. The fire department completed the review of the applicants response to our comments and find the response is satisfactory. All Fire Department concerns have appropriately addressed in the latest proposal. Thank You. James B. Trube Fire Chief Tequesta Fire Rescue 561-768-0550 jtrube@tequesta.org Page 171 of 686 Agenda Item #11. E-3•�� IHI. �F] ar u p PARKER* YANNETTE design group, ine. MEMORANDUM TO: Nilsa Zacarias, AICP Lance Lilly Village of Tequesta Department of Community Development FROM: Stephen J. Parker, ASLA DATE: September 20, 2019 RE: The Reserve I completed a review of the revised landscape plans for The Reserve, as prepared by Gentile, Glas, Halloway, O'Mahoney and Associates, dated 8.26.19, and have the following comments: 1. The applicant has responded that the requested irrigation plan shall be provided prior to receiving any construction permits. This is acceptable. 2. Provide a tree preservation barrier detail noting measures that will be implemented to preserve existing trees. 3. Provide mitigation for removal of .4 acre of upland scrub, pine and hardwoods. Based on the tree survey, a number of existing Sabal Palms, Oaks and Pines exist in this area. Provide a new area or areas of native plantings to replace this plant material. Recommend converting as close as possible to .4 acre of (17,424 s.f.) of open lawn areas to native planting zones. The Village of Tequesta Code encourages the principles of Florida Friendly landscaping per Sec. 78-391 & 392 which, among other items promotes water conversation and vegetation protection objectives by providing for the re-establishment of native plant communities. The conversion of open lawn areas which often require extensive watering, to natural areas with minimal watering requirements will help achieve these principles. Page 1 LANDSCAPF ARCHI'l i i:l. • PLANMV * (iRAPHICJ 825 South U.S. Hiohxva� One Suite 330 Jupiter. Florida 33477 561'747-5069 Lic. Page 172 of 686 Agenda Item #11. The Reserve September 20, 2019 Please contact me with any questions. Sincerely, Steph J. Par er ASLA Sip Page 2 Page 173 of 686 Agenda Item #11. • Environmental Property Assessments • Contamination Assessments • Rernediation Monitoring wells • IA4 / Mold Evaluation WiTT1No ENVIRONMENTAL OF FLORIDA, INC. Your Project Is Our Cammbnent May 16, 2019 Village of Tequesta 345 Tequesta Drive Tequesta, FL 33469 Attn: Ms. Nilsa Zacarias, Community Development Director Re: Application for Site Plan Review The Reserve 734 and 746 N US Highway 1 Tequesta, Palm Beach County, FL 33469 NEF #: 7548.2 Dear Ms. Zacarias: NUTTING ENVIRONMENTAL OF FLORIDA, INC. (NEF) has prepared this letter in response to our meeting on May 15, 2019 at the Village of Tequesta to discuss the Application for Site Plan Review for the above referenced project. The information submitted as part of the Application for Site Plan Review did not include any specific information pertaining to contamination assessment activities at the site, however a search of online (OCULUS) Florida Department of Environmental Protection (FDEP) records, indicated that the subject property was listed in the Hazardous Waste and Storage Tank databases maintained by FDEP. Given the above, for NEF to be able to assist the Village of Tequesta in their review of available contamination assessment information and the impact of the reported contamination on the proposed site development, NEF would request the applicant provide the Village with Phase I Environmental Site Assessment (ESA) and Phase II ESA reports and any other contamination assessment related information for the referenced project. NEF appreciates this opportunity to be of service. Should you have any further questions or concerns, please do not hesitate to contact the undersigned at your convenience. Respectfully submitted, NUTTING ENVIRONMENTAL OF FLORIDA, INC. r��1) J Ink J1XI Vice -Pr nt 4 >Ri lossi, P.E. resident 1310 Neptune Drive • Boynton Beach, Florida 33426 • 561-732-7200 Broward 954-782-7200 + St. Lucie 772-408-1050 • Miami -Dade 305-557-3083 • Fax 561-737-9975 Tollfree.1-877-NLFTING(688-8464) . www.nef.cc • info@nef.cc Page 174 of 686 Agenda Item #11. • Environmental Property Assessments • Contamination Assessments • Remediation • Monitoring Wells • IAQ / Mold Evaluation NUTTING ENVIRONMENTAL OF FLORIDA, INC. Your Project Is Our Commitment July 17, 2019 Village of Tequesta 345 Tequesta Drive Tequesta, FL 33469 Attn: Ms. Nilsa Zacarias, Community Development Director Re: Application for Site Plan Review The Reserve 734 and 746 N US Highway 1 Tequesta, Palm Beach County, FL 33469 NEF #: 7548.2 Dear Ms. Zacarias: NUTTING ENVIRONMENTAL OF FLORIDA, INC. (NEF) has prepared this letter to provide additional information regarding a review of contamination assessment information and potential impact of contamination on the proposed site development associated with the Application for Site Plan Review for the above referenced property. Following NEF's initial review of the information submitted as part of the Application for Site Plan Review, NEF requested additional information be submitted, specifically consisting of Phase I Environmental Site Assessment (ESA) and Phase II ESA reports and any other contamination assessment related information for the referenced project, as documented in NEF's correspondence dated May 16, 2019. NEF was subsequently provided with a Response Letter from Gentile Glas Holloway O'Mahoney & Associates, Inc., dated June 26, 2019, which stated the following: "Response: Attached hereto, are three (3) letters of correspondence from PBC DERM and Air, Water & Soil Engineering, Inc. indicating the removal of the underground tank and any contaminates and indication of compliance. Additionally, a Phase 1 ESA has been included in the digital submittal package. " It is NEF's opinion that the Response Letter and additional information provided by Gentile Glas Holloway O'Mahoney & Associates, Inc., appropriately addresses NEF's comments in NEF's correspondence dated May 16, 2019. The provided information did not identify evidence of the presence of contamination at the subject site. As such, based on the provided information, it is NEF's opinion that no conditions have been identified that would warrant the Village of Tequesta to prohibit the use of the property as a multi -family residential property, due to the presence of contamination. Please note that the objective of this evaluation by NEF is strictly limited to assist the Village of Tequesta in their review of available contamination assessment information and the impact of the reported contamination on the proposed site development. This evaluation is not intended to provide an opinion on the completeness or accuracy of the assessment activities performed by others. 1310 Neptune Drive • Boynton Beach, Florida 33426 • 561-732-7200 Broward 954-782-7200 • St.Lucie 772-408-1050 • Miami -Dade 305-557-3083 • Fax 561-737-9975 Toll free:1-877-NUTTING (688-8464) • www.nef cc • info@nef.cc Page 175 of 686 Application for Site Plan Review The Reserve 734 and 746 N US Highway 1 Tequesta, Palm Beach County, FL 33469 NEF # 7551.1 NEF appreciates this opportunity to be of service. Should you have any further questions or concerns, please do not hesitate to contact the undersigned at your convenience. Respectfully submitted, NUTTING ENVIRONMENTAL OF FLORIDA, INC. Z Vi� t 6ii NUTTING ENVIRONMENTAL OF FLORIOA, INO. 1W A—t b a,C.-*—t. Ichard : fossi, P.E. President Agenda Item #11. Lance Lilly Subject: FW: SITE PLAN REVIEW - the reserve From: Jan Beernink <JanB@nutting. biz> Sent: Friday, August 9, 2019 9:49 AM To: Lance Lilly <Ililly@tequesta.org> Cc: Nilsa Zacarias <nzacarias@tequesta.org> Subject: RE: SITE PLAN REVIEW -the reserve Lance/Nilsa, Per our conversation earlier, below you'll find a quick summary regarding the "wells" that were identified in documents provided: The Response Letter from Gentile Glas Holloway O'Mahoney & Associates, Inc., dated June 26, 2019 included a Phase I Environmental Site Assessment (ESA) report prepared by Air Water & Soil Engineering, Inc. (AWSE), dated June 19, 2019. The Phase I ESA report identified the presence of a former domestic water supply well on the 734 North US Highway 1 parcel and records identifying a United States Geological Survey (USGS) Salinity Monitor Well (identified as P13-872) on the 746 North US Highway 1 Parcel. However, AWSE was unable to locate the USGS Well during the site reconnaissance and stated that its status was unknown. The approximate locations of the former domestic water supply well and the USGS Monitor Well were mapped on Figure 2 (Page 37 of the pdf) included in the Phase I ESA report. The Phase I ESA report recommended the following: 'A WSE recommends that proper abandonment of the former domestic water supply well on the 734 North US Highway I ,parcel and removal of the abandoned septic tank. A WSE recommends that the US Geological Survey Salinity Monitor Well, PB-872, be located on the 746 North US Highway I ,parcel and the US Geological Survey notified of the redevelopment of the property with respect to their well location. " NEF concurs with the AWSE recommendations. If you have any questions, feel free to contact me at your convenience. Thank you Jan Beernink Vice -President Nutting Environmental of Florida, Inc. 1310 Neptune Drive Boynton Beach, FL 33426 Office: (561) 732-7200 or (954) 782-7200 Cell Phone: (561) 350-4369 Fax: (561) 737-9975 Email Address: janb@nutting.biz Page 177 of 686 Agenda Item #11. CASA DELSOL Ai 1 LlAL) I % i A Board of Directors 2019-2020 Nancy Michaleski President John Huley Vice President/ Secretary Patrick Ludwig Treasurer Tom Gaffney Director Keith Gibbs Director Law Office of J.M. Cunha Counsel September 12, 2019 Village of Tequesta Council 345 Tequesta Drive Tequesta, FL 33469 Re: Ordinance 21-19 Dear Council Members: This letter from the Board of Directors of Casa del Sol at Tequesta (CDS) is in support of Ordinance 21-19 amending the land use map for the Village of Tequesta to permit the future development of residential property on an area of U.S. Highway 1. CDS is a luxury 41- townhome residential property located off of County Line Road and it is located adjacent to the property that is proposed to be developed. Howard Rosenkranz CDS believes that the development of the currently vacant lot LCAM, Vesta Property identified in Ordinance 21-19 into a quality residential development will Services substantially benefit the Village of Tequesta, as well as CDS. Sincerely, Board of Directors of Casa Del Sol at Tequesta Casa Del Sol • 901 Del Sol Circle •Tequesta, FL 33469 Page 178 of 686 Agenda Item #11. Lance Lilly From: Steve Cohen <scohen@capanoinc.com> Sent: Wednesday, November 13, 2019 4:34 PM To: Nilsa Zacarias; Troy Holloway (Troy@2gho.com); alec@2gho.com Cc: Lance Lilly Subject: RE: PLEASE CLARIFY- The Reserve Hi Nilsa, The project will be Owner occupied. Our intention is to design, permit, build and market the units For Sale. If the Village is requiring or requesting Condo Association documents at this point, we haven't prepared those. We will adhere to customary COA docs found throughout south Florida in similar types of neighborhoods. Florida Statutes will be the basis of the creation of the Condo docs. I will circle back with our legal team for more specifics pertaining to any lease provisions and will attempt to have something back to you by tomorrow. Thank you, 11011(1s1, hiu. Stephen Cohen 1054 Gateway Blvd, 107 Boynton Beach, FL 33426 C) 561-789-5558 E) scohen@capanoinc.com From: Nilsa Zacarias <nzacarias@tequesta.org> Sent: Wednesday, November 13, 2019 4:05 PM To: Troy Holloway (Troy@2gho.com) <Troy@2gho.com>; alec@2gho.com; Steve Cohen <scohen@capanoinc.com> Cc: Lance Lilly <Ililly@tequesta.org> Subject: PLEASE CLARIFY -The Reserve Good afternoon Steve, Since The Reserve development is proposed as condominiums, please clarify what is the ownership status in terms of rentals or owner occupy. If the units will be owner occupy; then, are you including on the HOA document a language that addresses specific rental policies; please provide an example. We will appreciate to receive your response the latest by tomorrow (Thursday) since we are working on the staff report and this is an important information that we need to include. Thank you so much! Nilsa Nilsa Zacarias, AICP Community Development Director Village of Tequesta Phone: 561.768.0457 E-mail: nzacarias@tequesta.org www.teguesta.org Page 179 of 686 Agenda Item #11. C.i-i0OLDIS, THE SCHOOL DISTRICT OF KRISTIN K. GARRISON, AICP WANDAF,PAUL � N PALM BEACH COUNTY, FL DIRECTOR CHIEF OPERATING OFFICER Ld PLANNING AND INTERGOVERNMENTAL RELATIONS Fire. crceu% � 3300 FOREST H ILL BOULEVARD, SUITE B-102 �r1a13EACHCouq' WEST PALM BEACH, FL 33406 PHONE: 561-434-8020 / FAX: 561-434-8815 W W W.PALMS EACH5CHOOLS.ORG/PLANNING SCHOOL CAPACITY AVAILABILITY DETERMINATION (SCAD) Submittal Date 12/02/2019 SCAD No. 19120201D — D. O. FLU /Rezoning/D.O. No. SPR-1-19 —village of Tequesta PCN No. / Address 60-43-40-30-00-001-0170 (0120) / 734 & 746 US Highway 1 Application Development Name The Reserve at Tequesta Owner / Agent Name Royal Tequesta, LLC / 2GHO SAC No. 007 Proposed Unit No. & Type 69 Multi -Family Units Jupiter Jupiter Jupiter Elementary School Middle School High School New Students Generated 8 4 5 Impact Review Capacity Available -115 167 -620 Utilization Percentage 113% 1 90% 123% 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 $89,351 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). Please note that the school impact fee credit is calculated based on the Net Impact Cost per Student, as calculated in the County's latest Impact Fee Update Study recommended by the PBC Impact Fee Committee for adoption/implementation in 2019. 1) This determination is valid from 12/16/2019 to 12/15/2020 or the expiration 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 12/15/2020 or this determination will expire automatically on 12/1512020. 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 School Board and by direction of the Superintendent, public school attendance zones are subject to change. 6 December 16, 2019 School Dist 'c Representative Signature Date Joyce C. Cal, Senior Planner joyce.cai@palmbeachschools.org Print Name & Title Email Address CC: Nilsa Zacarias, Community Development Director, Village of Tequesta Joyell Shaw, PIR Manager, School District of Palm Beach County The School District of Palm Beach County, Florida A Top -Rated District by the Florida Department of Education Since 2005 An Equal Education Opportunity Provider and Employer Page 180 of 686 Agenda Item #11. Lance Lilly From: Nilsa Zacarias Sent: Thursday, December 26, 2019 1:02 PM To: Lance Lilly Subject: FW: School Impact Fees - The Reserve at Tequesta Attachments: We sent you safe versions of your files; Blue Model Plans.pdf, Current Tequesta.pdf From: Steve Cohen <scohen@capanoinc.com> Sent: Monday, December 23, 2019 4:58 PM To: Nilsa Zacarias <nzacarias@tequesta.org> Cc: Troy Holloway (Troy@2gho.com) <Troy@2gho.com>; alec@2gho.com Subject: School Impact Fees - The Reserve at Tequesta Mimecast Attachment Protection has deemed this file to be safe, but always exercise caution when opening files. Dear Nilsa, The Developer, Royal Tequesta, LLC is required to pay Palm Beach County Impact Fees based on the attached worksheet. As it pertains specifically to School Impact Fees, the Developer estimates that the School Impact fees to be paid to Palm Beach County will be around $280,000 +/-. We have a few units which vary in size. The Blue plan, which is 1839'sf (which is the primary unit at The Reserve) is attached. This is the interior unit for each building. If we assume all interior units are (1839' sf) per the school impact fee schedule $3931 x 41 interior units = $161,171 (School Impact Fees). I believe our end units were a little bigger, so lets assume the end units are 2000' sf, per the school impact fee schedule of $4237 x 28 end units = $118,636. Total anticipated School Impact Fees based on Palm Beach County (Village of Tequesta) = $279,80Z I believe that the Palm Beach County School Impact Fee is required to be paid prior to the first building permit issuance. This is an extremely healthy required development impact fee contribution to the School District pertaining to the overall development. Should you have any additional questions, please don't hesitate to contact me. Until then, have a wonderful holiday season and Happy New Year! Respectfully, con struct i on Stephen Cohen 1054 Gateway Blvd, 107 Boynton Beach, FL 33426 C) 561-789-5558 E) scohen(cDcapanoinc.com Page 181 of 686 Agenda Item #11. Go LO N M Go ■■R c O n it 0 �0 W 0 LL. on O W =U M� ,Ww W v , ad LU 00 00 LL W � H CO LL Page 182 of 686 Agenda Item #11. Palm Beach County, Florida Impact Fee Table- Village of Tequesta Portion of Fee Calculated on Square Footage of Development Effective: August 1, 2019 @ 12:01 a.m. Public Description Parks Libraries Buildings Schools Residential (per unit net sq. IL) 800&Under 269.67 124.69 140.96 1,578.00 2,113.32 801 -1,399 507.93 185.76 170.54 2,962.00 3,826.23 1,400-1,999 558.19 212.35 194.88 3,931.00 4,896.42 2,000-3,599 608.46 242.87 222.80 4,237.00 5,311.13 3,600 &0ver 603.49 266.65 244.71 4,141.00 5,255.85 I lot'l Motel 201.51 0.00 57.18 0.00 258.69 Congregate Living Facility, per Bcd 201.51 0.00 57.18 0.00 258.69 Non -Residential per 1,000 sg. ft General Office 50,000 &Under 0.00 0.00 130.84 0.00 130.84 50,001 - 100,000 0.00 0.00 143.42 0.00 143.42 100,001-200,000 0.00 0.00 174.30 0.00 174.30 200,001-400,000 0.00 0.00 172.00 0.00 172.00 400,001 &0ver 0.00 0.00 170.39 0.00 170.39 Medical Buildings per 1,000 sq. IL Medical Office 9,999 sq.lt.&under 0.00 0.00 278.02 0.00 278.02 Medical Office 10,000 sq.11. &over 0.00 0.00 278.02 0.00 278.02 Has 0.00 0.00 238.51 0.00 238.51 Nursing I Jo_' per BM0.00 0.00 29.57 0.00 29.57 Industrial Buildings per 1,000 sq. R Warchousc 0.00 0.00 35.62 0.00 35.62 General industrial 0.00 0.00 73.52 0.00 73.52 Non -Residential Uses Carpet Store per 1,000 sq. d. 0.00 0.00 210,16 0.00 21 0.1 6 Car Wash per Bay 0.00 0.00 579.79 0.00 579.79 Ccmctcry per Acrc 0.00 0.00 69.48 0.00 69.48 Church/Synagogue per 1,000 sq. It. 0.00 0.00 60.60 0.00 60.60 Con-nicnec Store per 1,000 sq. d. 0.00 0.00 768.89 0.00 768.89 Day Carc Ccntcrs per 1,000 sq. d. 0.00 0.00 299.295 0.00 299.25 Drive-in Bank per 1,000 sq. 11. 0.00 0.00 381.74 0.00 381.74 Elcmcntary School, per Student 0.00 0.00 47.00 0.00 47.00 Fast Food Restaurant per 1,000 sq. d. 0.00 0.00 604.2A 0.00 604.24 Funeral I Iomc per 1,000 sq.It. 0.00 0.00 430.00 0.00 430.00 Furniture Store per 1,000 sq. d. 0.00 0.00 181.00 0.00 181.00 High School, per Student 0.00 0.00 63.00 0.00 63.00 I Iigh Turnover Sit -Down Restaurant per 1,000 sq. ft 0.00 0.00 397.25 0.00 397.25 Middle School, per Student 0.00 0.00 55.00 0.00 55.00 Mini-Warchousc per 1,000 sq. d. 0.00 0.00 15.86 0.00 15.86 Movie Theater per Screen 0.00 0.00 4,682.00 0.00 4,682.00 Ne U.d Car Sales per 1,000 sq. 0. 0.00 0.00 164.50 0.00 164.50 Oil & Lube Shop per Bay 0.00 0.00 508.03 0.00 508.03 Pharmacy with Drive Thru per 1,000 sq. d. 0.00 0.00 329.65 0.00 329.65 Public Golf Coursq per llolc 0.00 0.00 846.00 0.00 846.00 Quality Restaurant per 1,000 sq. ft. 0.00 0.00 364.44 0.00 364.44 Racq- Tennis Club per Court 0.00 0.00 254.34 0.00 254.34 Tire Storq per 1,000 sq.11. 0.00 0.00 775.00 0.00 775.00 Vctcrinary Clinic/Animal Ilospital per 1,000 sq.11. 0.00 0.00 760.91 0.00 760.91 Retail per 1,000 sg. IL 50,000 & Under 0.00 0.00 335.69 0.00 335.69 50,001-200,000 0.00 0.00 327.20 0.00 327.20 200,001-400,000 0.00 0.00 355.62 0.00 355.62 400,001-600,000 0.00 0.00 362.31 0.00 362.31 600,001-800,000 0.00 0.00 362.31 0.00 362.31 800,001 &Over 0.00 0.00 362.31 0.00 362.31 Service Station per fueling position 0.00 0.00 84.29 0.00 84.29 Portion of Fee Calculated by Type of Residential Development Square footage of Non -Residential Development Description Fire Rescue Law EnCPatrol Residential Units Single Family Detached (per unit) 0.00 0.00 Single Family Attached(2-4 units)(per unit) 0.00 0.00 Mniti-Family (5 or Morc Units) (per unit) 0.00 0.00 Mobile I In -(per unit) 0.00 0.00 Ilotdmotd (perroom) 0.00 0.00 Congregate Living Facility, per BM 0.00 0.00 Non -Residential per 1,000 sq. ft General Office 50,000 & Under 0.00 0.00 50,001 - 100,000 0.00 0.00 100,001-200,000 0.00 0.00 200,001-400,000 0.00 0.00 400,000 & 0" 0.00 0.00 Medical Buildings per 1,000 sq. R Medical Office 0.00 0.00 Hospitals 0.00 0.00 Nursing I Iomc 0.00 per 1,000 sq.11 0.00 Industrial Buildings per 1,000 sq. R Warchousc 0.00 0.00 General industrial 0.00 0.00 Mini-Warchousc per 1,000 sq.11. 0.00 0.00 Non -Residential Uses Ccmctcry, per Acrc 0.00 0.00 Church/Synagogue per 1,000 sq.11. 0.00 0.00 Day Carc Ccntcrs per 1,000 sq.11. 0.00 0.00 Drive-in Bank per 1,000 sq.11. 0.00 0.00 Elcmcntary School 0.00 per 1,000 sq.11. 0.00 Funeral home per 1,000 sq. d. 0.00 0.00 Furniture Store per 1,000 sq. d. 0.00 0.00 001f Coursq per I Io1c 0.00 0.00 I Iigh School 0.00 per 1,000 sq.ft. 0.00 Middle School 0.00 per 1,000 sq.ft. 0.00 Movie Thcatcr 0.00 per 1,000 sq.11. 0.00 Racquet Club per Court 0.00 0.00 Vctcrinary Clinic per 1,000 sq.11. 0.00 0.00 Retail per L000 s i. IL 50,000 & Under 0.00 0.00 50,001 - 20Q000 0.00 0.00 200,001- 400,00 0.00 0.00 400,001 - 600,000 0.00 0.00 600,001 - 800,000 0.00 0.00 per bed per swdcnt Total 800,001 &Over 0.00 0.00 0.00 Service Station per fueling position 0.00 0.00 0.00 aae 183 of 686 A Palm Beach County, Florida Fair Share Contribution For Road Improvements Fee Table Effective: August 1, 2019 @ 12:01 a.m. Road Descriptions Impact Fee Residential Units, (per Unit) Single Family Detached (per unit) $4,717.( Multi -Family (per unit) $2,929.( Accessory Apartment (Mother -in -Law Quarters) (per unit) $1,427.( Grooms Quarters (per Unit) $1,427.( Congregate Living Facility (per bed) $528.( Mobile Home (per unit) $1,741.( Non -Residential per 1,000 sq. It General Office 50,000 sq.ft. & under 3,418.i 50,001 - 100,00 sq.ft. 2,913.E 100,001 - 200,000 sq. ft. 2,483.4 200,001 - 400,000 sq. ft. 2,118.E 400,000 sq. ft. & over 2,011.E Medical Office 9,999 sq.ft. & under 7,891.4 Medical Office 10,000 sq.ft. & over 7,891.4 General Commercial Retail (per 1,000 sq. ft). 50,000 sq. ft. & Under 8,023.( 50,001 - 200,00 sq.ft. 7,656.( 200,001 - 400,000 sq. ft. 7,211.( 400,001 - 600,000 sq. ft. 6,717.E 600,001 - 800,000 sq. ft. 6,287.1 800,001 sq. ft. & over 5,967.E Other Land Uses Car Wash, per Bay 6,109.00 Carpet Store, per 1,000 sq. ft. 861.53 Cemetery, per Acre 575.16 Church/Synagogue, per 1,000 sq. ft. 2,100.32 Convenience Store, per 1,000 sq. ft. 34,924.37 Day Care Center, per 1,000 sq. ft. 9,461.00 Drive - In Bank, per 1,000 sq. ft. 16,116.00 Elementary School, per student 405.00 Fast Food w/Drive Thru, per 1,000 sq. ft. 30,702.27 Funeral Home, per 1,000 sq. ft. 1,125.00 Furniture Store, per 1,000 sq. ft. 963.46 Gas Station, per Fueling Position 6,090.00 General Industrial, per 1,000 sq. ft. 1,522.37 High School, per student 601.86 High Turnover Sit Down Restaurant, per 1,000 sq. ft. 17,588.74 Hospital, per 1,000 sq.ft. 3,603.88 Hotel, per Room 1,948.28 Middle School, per student 567.00 Mini Warehouse, per 1,000 sq. ft. 546.04 Motel, per Room 1,702.00 Movie Theater, per Screen 18,551.00 New/Used Car Sales, per 1,000 sq. ft. 6,877.46 Nursery, per Acre 1,698.83 Nursing Home, per Bed 517.65 Oil & Lobe Shop, per Bay 4,853.71 Public Golf Course, per Hole 8,673.57 Quality Restaurant, per 1,000 sq. ft. 12,224.55 Racquet/Tennis Club, per Court 9,337.32 Rental Car Agency, per Acre 48,537.07 Stand -Alone Pharmacy with & w/o Drive Thru, per 1,000 sq. ft. 5,348.78 Tire Stores, per 1,000 sq.ft. 5,849.00 Veterinary Clinic/Animal Hospital, per 1,000 sq.ft. 3,864.00 Warehouse, per 1,000 sq. ft. 777.56 Page 184 of 686 Agenda Item #11. VILLAGE OF TEQUESTA Department of Community Development 345 Tequesta Drive Tequesta, Florida 33469 Ph: 561-768-0451 / Fax: 561-768-0698 www.tequesta.org APPLICATION FOR SITE PLAN REVIEW DRC PLANNING & ZONING BOARD VILLAGE COUNCIL INSTRUCTIONS TO APPLICANTS: El ❑ Meeting Date: ❑ Meeting Date: ------------------------ DEPARTMENTAL USE ONLY ; Ck. # ' , , Fee Paid: ; Intake Date: , ' PROJECT #: -----------------------� 1. Please complete all sections of this application. If not applicable, indicate with N/A. 2. Provide all required documents as shown on the attached checklist. If not applicable, indicate with N/A. All construction, additions, and/or alterations within the Village, except in districts R-1A and R-1, must be reviewed by the Planning & Zoning Board. The Planning & Zoning Board meets the third Thursday of every month at 5:30 p.m., as needed in the Village Hall Council Chambers, 345 Tequesta Drive. The applicant will be informed by letter of their scheduled meeting date. The Planning and Zoning Board shall have general authority as outlined in Sec. 22.53. After review and recommendation by the Planning & Zoning Board, applications will be heard by the Village Council for final approval. The Village Council meets regularly on the second Thursday of every month at 6.00p.m., in the Village Hall Council Chambers. 1 I. PROJECT DESCRIPTION & OWNER/AGENT INFORMATION PROJECT NAME: The Reserve @Tequesta PROJECT ADDRESS. 734 N. US Highway 1, Tequesta, FL, 746 US Highway 1, Tequesta, FL DESCRIPTION OF PROJECT: Multifamily project featuring 69 units Property Control Number (PCN), list additional on a separate sheet: 60-43-40-30-00-001-0170 and 60-43-40-30-00-001P120 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 Page 185 of 686 Agenda Item #11. II. LAND USE & ZONING A) ZONING DESIGNATION C2; Community Commercial B) FUTURE LAND USE DESIGNATION Commercial C) Existing Use(s) Vacant D) Proposed Use(s), as applicable Multifamily Residential III. ADJACENT PROPERTIES Name of Business/ Land Use Zoning Existing Use(s) Approved Uses) Subdivision Designation Designation NORTH Casa Del Sol Residential Me R-2 SOUTH Countyline Plaza - Commercial C-2 —]Commercial ------------------------------------ ---------------------------------------- Plab — commercial develop@ EAST --------- Incoastal Pla -tra HR-12 (PBC) RH (PBC) Residential condoResidential WEST Tequesta Hills HR-12(PBC) — RH(PBC) --------------------------------------- Residential -- Residential h IV. APPLICANT'S STATEMENT OF JUSTIFICATION Provide a statement of use from the applicant that the submitted site plan is consistent with the goals, objectives, and all other provisions of the village comprehensive development plan, and further that the projected use is specifically authorized by development ordinances and regulations. The statement shall include, but not be limited to, specific references to those sections of the comprehensive plan relating to the proposed development. Attach additional sheets if necessary. See accompanying justification statement 2 Page 186 of 686 Agenda Item #11. L—V. OWNEii;/APPLICANT ACKNOWLEDGEMENT AND CONSENT Consent statement (to be completed if owner is using an agent) I/we, the owners, hereby give consent to Garde Gas Hdbway a►IRahorW & As9odaft. l w— to act on my/our behalf to submit this application, all required material and documents, and attend and represent me/us at all meetings and public hearings pertaining to the application and property I/we own described In the application. By signing this document, I/we affirm that I/we understand and will comply with the provisions and regulations of the application and all the documentation submitted is true to the best of my/our knowledge. Village of Tequesta, Florida Code of Ordinances. I/we further certify that all of the information contained in this Ra TeQueft LLC - Stephen Cohen Owner's Name (please print) _ . Ow rsj Signature Date M. Troy Holloway, PLA APPCcant/AgeM`s Name (Please print) Applicant/mAgenf s$Igrature - Date VI. APPLICATION FEES (1) PreaPpllcallon ineedng. A pre -application submittal meeting shall'be held with the owner and/or applicant and his/her design team and the community development director and his/her development staff. A $300.00 fee applies. (2) Review by the Development Rew+ertr CorloMUtee (DRQ. The Community Development Director or designee shall submit such application for departmental staff and consultant review within 30 days of receipt of a completed application. a $400.00 fee applies. (3) Review by the Phntning and Zoning Board The Community Develo pment Director or designee shall submit such application for Planning and Zoning Board review within 45 days of receipt of a completed application. FEE: a $30&00 fee (final approval) DR a $500.00 fee (recommendation to Village Council) applies (4) Review by 1/illage COUnCl. Within 45 days of review by the Planning and Zoning Board, the Community Development Director or designee shall then submit such application, including the recommendations of the Planning and Zoning Board, for Village Council review. FEE: a $300A0 flee plus an additional fee based on the estimated cost of work applies. To cover all additional administrative costs, actual or anticipated, Including, but not limited to, engineering fees, consultant fees and special studies, the applicant shag compensate the village for all such costs prior to the processing of the application or not later than 30 days alter final application approval whichever Is determined as appropriate by the village. Failure to make such payment may be grounds for not iswing a building or zoning permit, certldlicote of occupancy or completion. Costs associated with advertising for public hearings and other public notice requirements are the responsibility of the applicant. The fee shall be paid prior to such appllcatioeriShing scheduled for a public hearing requiring notice. Dwnees Signature to Admowledge Page 187 of 686 Agenda Item #11. 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) full size sets of professionally prepared site plans showing all existing and proposed structures, setbacks, parking and loading layout, ingress and egress, sidewalks and walkways, exterior lighting layout, dimensions of street frontages, property lines and all signage. 2) Fourteen (14) 11x17 sets and Two (2) full size sets of Landscaping Plans in accordance with Village of Tequesta Code of Ordinances, Division iV, Landscaping. 3) Fourteen (14) 11x17 sets of multi -dimensional color renderings and/or photographs are to be provided. The Planning & Zoning Board requires an exact rendering of the proposed modification, construction or addition. Color photographs or prints as close to the actual colors to be used must be supplied. Since color printers often do not display the correct color, it is recommended that samples of the paint chips, as well as a sample of the support materials (i.e., canvas, wood, metal, etc.) be provided. 4) One (1) CD disk with PDF files including the completed application. 5) Any other documents, maps, photographs, or drawings that may help clarify the position of the applicant. NOTE. All renderings, models, drawings, photos, etc., will become the property of the Village of Tequesta. Pre -application meeting 1 APPLICATION SUBMITTAL DEADLINE LDeadline is 45 business days prior to P&Z Meeting date DRC Meeting Held within 2 weeks of application 14 submittal i DRC comments provided to Applicant within 1 week of DRC meeting 1 Re -submit application Deadline is 2 weeks following receipt of 01 DRC comments 4 Planning & Zoning Board Meeting — recommend approval (3' Thursday of each month) 1 Village Council Meeting — final approval (2,d Thursday of each month) Page 188 of 686 Agenda Item #11. i Vill. 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 —------ ----------------.........-------- --- --- - -- - --__ __ - Total number of units (multi -family) ------------ ----------------------------------- —------- ---- Total square feet of each primary structure - - - -------------------- - .... .. -- - - Total square feet of accessory structures ---------- --- ................ ____ ........ .......................... ......... ........... Total footprint of each building in sq ft & % ..... -....... ----- —------------- —_------------------- -------- Overall mean building height & number of stories - -- 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 5 6.03ac 262,654 sf 69 Total AC square footage per Bldg. 144, 285 SF ( See SP-2) 725sf 84,945- 32.3% 26'9" / 2 stories, not to exceed 30' range of 19 - 24 ------------ 11.44 du/ac 226 spaces 6' PVC fence on south and west sides of property ---------------------------- 24' 4' Page 189 of 686 Agenda Item #11. C. Provide site data and setbacks: Lot coverage i Impervious area Open space area TOTALSQFT 84,945 179,933 82,721 -- PERCENT (%) OF SITE 32.3% 68.5% 31.5% Front i Side Side Rear ---------------------------------------------............... -.... - ... - - - _------- -------- ------- --------- ---- r-------- ------- ----- -------- - Primary structure 61.5' 16.5'(north) ' 21,0' (south) 25.0' Accessory structure 31' .5 NA NA NA d. Plans and location for recreation facilities, if any, including buildings and structures for such use. e. All mechanical equipment and dumpster locations, screens and buffers. f. Refuse collection and service areas. g. Access to utilities and points of utilities hookups and location of all fire hydrants close enough for fire protection. h. Plans for signage including size, location and orientation. L Project information on beds, employees, seating, etc. as necessary depending upon the type of development. j. Exterior lighting of all buildings, parking areas and the overall site, addressing glare, traffic safety, economic effect and compatibility and harmony with adjacent properties. k. Proposed topographic considerations including natural vegetation, berms, retaining walls, privacy walls, and fences. (2) Required floodplain management data: a. Flood zone designation b. Base flood elevation C. Coastal high hazard design considerations ENGINEERING PLANS (1) Proposed access (ingress/egress) to project, drive aisles, driveways, streets and sidewalks with dimensions and turn radii for internal and external vehicular traffic. (2) Proposed traffic control signs. (3) Preliminary storm drainage and sanitary sewage plans or statements. If the village determines that the drainage and/or sewage plans require independent review, the applicant shall pay for such review by an independent engineer. (4) Plans for the extraction of fill and mineral resources and alterations or modifications to the slope, elevation, drainage pattern, natural vegetation and accessibility 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 be limited to the following: a. Future right-of-way dedications. b. Intersection improvements. c. Traffic control devices. d. Traffic generation analysis. e. Distribution and assignment of traffic access. f. Additional roadway needs. 6 Page 190 of 686 Agenda Item #11. g. Traffic safety standards, including the separation of pedestrian and vehicular traffic. h. Compliance with Palm Beach County Performance Standards Ordinance. LANDSCAPE PLANS (1) Landscaping plan, including types, sizes and locations of vegetation and decorative shrubbery, and showing provisions for irrigation systems. Plans shall also provide delineation of existing trees and information as to which trees will be reused or removed. Landscaping plans shall comply with section 78-400. In addition, landscaping plans shall include irrigation plans in accordance with section 78-398, and shall demonstrate compliance with Florida Friendly Landscaping design standards as required by section 78-394, as applicable (See section 78-392 for applicability). (2) Plans shall provide clear sight lines. (3) Location of light poles. (4) Provide landscape plan data: Required Provided ---------- ------ ---------- T------------- ------------ ---------------------------- 79 --------------------------- -------------------------- Number of trees (including percent native) 78 84% native) — - - - - -- - ---------------------------+-------------------------- - - — - -- + - - - -- -- — — - -- Number of shrubs (including percent native) i50% required 173.5% (1,483 of 2,016) --------------------- ---.................. —------------- ------------------------------------------- + - -- - - - - - - r -- - -- - - - - Amount of groundcover (including percent i i native) O included in shrubs column 5 0 /O -----------................................... -... ---------------------------------------------------- Total percent of native vegetation 50 /o ' 71.5 /o ARCHITECTURAL PLANS (1) Architectural elevations and color renderings for buildings in the development, and exact number of units, square footage and types, together with typical floor plans of each type. (2) Type of construction of all buildings per Florida Building Code. (3) Color finishes and material examples and/or samples for all structures including roof, walls, trim, pavers, etc. ADDITIONAL REQUIREMENTS (1) Environmental impact study/assessment. All proposed new development and major redevelopment, as part of the site plan review and subdivision review process, shall submit a environmental statement describing how the proposed development will affect the estuarine water quality of the class III waters of the village, and also an environmental impact assessment study prepared by a qualified ecologist or other professional qualified to do such an assessment. The study shall meet the requirements Ch. 50 Article II, pertaining to environmentally sensitive lands. (2) Notification of neighboring jurisdictions of any external impacts that a proposed project might have within those jurisdictions and assessment and mitigation of those impacts shall be required. (5) If common facilities (such as recreation areas or structures, common open space, etc.) are to be provided for the development, statements as to how such common facilities are to be provided and permanently maintained. Such statements may take the form of proposed deed restrictions, deeds of trust, surety arrangements, or other legal instruments providing adequate guarantee to the village that such common facilities will not become a future liability for the village. (6) If development is to occur in phases, those phases should be clearly delineated on the site plan and identified in the plans and requirements appurtenant to that site plan, and each development phase shall be subject to site plan review by the village. 7 Page 191 of 686 Agenda Item #11. (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 Page 192 of 686 Agenda Item #11. February 25, 2019 Village of Tequesta Department of Community Development 345 Tequesta Drive Tequesta, FL 33469 RE: The Reserve at Tequesta To Whom It May Concern: This letter is to serve as permission for Gentile Glas Holloway O'Mahoney & Associates, Inc. to act as the agent to prepare and submit all documentation and attend all meetings pertaining to the property as above described, as it relates to all governmental applications to be filed within the Village of Tequesta. Sincerely, Signature 5 �' ("',L Print ame & Ti e� TATE OF COUNTY OF Ord I hereby certify on the S�—' day of �� , 2019, SAt- e n O h personally appeared before me and produced identification, or is•personativ k,m to me, to be the person described herein and who executed the foregoing instrument. Witness my h d an of ,ic'al seal in the state and county, the day and year aforesaid. LA:Expires AJAROO ��iPRY "UBri Notary PublicState of Florida �i '' + . • = CommisGG 3 23032 Commission Expires: {��t { /��{ '9F°;�' My Comm, Jul 11, 2021 Bonded throuonal Natary Assn. Page 193 of 686 Agenda Item #11. Landscape Architects Planners Environmental Consultants GENTILE GLAS H[]I..LOWAY a D'MAHONEY&Associates, Inc. THE RESERVE AT TEQuESTA TF.QuESTA, FL„®RI®A REPLAT /SITE PLAN REVIEW JUSTIFICATION STATEMENT APRIL 24, 2019 REVISED: OCTOBER 14, 2019 Gc 3c C. candle PA" M. Iroy Hallaway ASI.A F-ily M. CYMahaney ASIA I mdi ifurf—d— 0— AICP Introduction/Request: On behalf of the Owner, Royal Tequesta, LLC, Gentile Glas Holloway O'Mahoney & Associates, Inc. respectfully requests review and approval concerning the properties located at 746 US Highway 1, and 734 N. US Highway 1, in the Village of Tequesta. The subject proposal will bring a dynamic design into the Village of Tequesta, which will be a treasured asset. The Owner's overall development program consists of the following: 1. Replat to combine two lots; 2. Small scale comprehensive plan map amendment from Commercial to Medium Density Residential (approved 9-12-2019); 3. Zoning Map Amendment from C2; Community Commercial. to R-2; Multiple Family Dwelling (approved 9-12-2019); 4. Site plan for an infill development consisting of sixty-nine (69) multi -family, fee simple units, and amenities area located on ± 6.03 acres. Note, this Narrative ONLY addresses Site Plan Review/Replat portion of the application. The Land Use and Rezoning request justification have been submitted under separate cover. Project Address: As the proposed site is comprised of two parcels with separate addresses, the applicant intends to use the 746 US Highway 1 address for the purposes of site development Conceptual Presentation: In December 13, 2018, Gentile Glas Holloway O'Mahoney & Associates, Inc. presented the applicant's proposal for The Reserve to the Village Council. The feedback received was generally positive. As such, the applicant has refined the site plan and other pertinent documents to take the Village Council's comments into consideration. Most notably, the applicant has decreased the number of units down to 69, which is below the allowable density allowable the proposed land use designation. Compatibility with Surrounding Properties: The subject properties are situated in a commercial corridor on US Highway 1, approximately 535' 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. 1907 Commerce Lane, Suite 101 Jupiter, Florida 33458 561-575-9557 561-575-5260 Fax www.2gho.com Page 194 of 686 Agenda Item #11. The Reserve at Tequesta Tequesta, Florida Replat / Site Plan Review April 8, 2019 Revised October 14, 2019 2 1 P a g e ProperPropertyl Future Land Use Zoning Subject Properties Commercial C-2; Community Commercial Vacant (Residential Medium (R-2; Multiple Family Dist. Density proposed) Proposed) 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 Public Buildings and C-2; Community Commercial Tequesta Water Plant Grounds District Project Justification/Overview: 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 will bring substantial economic benefits to Tequesta. Further, the project will have no impact to the existing surrounding land uses. As the Village of Tequesta continues to distinguish itself as a premier destination in northern Palm Beach County for locals and visitors alike, the applicant is excited to bring this project for consideration by the Village Council. It is the design team's position that the proposed development will act in synergy with the adjacent commercial uses on US Highway 1. REPLAT: The owner intends to use the two subject parcels, all owned by the Applicant, to yield the proposed development program. Further, to create a seamless project, the applicant will request plat approval. The Village of Tequesta has been provided a draft replat document, and once approved for consistency with F.S. Ch. 177, it will be recorded into the Official Records of Palm Beach County. SITE PLAN REVIEW: Section 78-331 states that all permitted uses, development and redevelopment activities are required to go through the Site Plan Review process. The submitted application package contains all necessary documents as stipulated in the development application and zoning code. The project scope is consistent with Section 78-180(a) of the Village's zoning code as it provides for commercial uses that are intended to be business services, and professional services that will be primarily serve the existing residential neighborhoods of the village. Orientation to and compatibility with neighborhoods to be served will be essential, and the proposed residential uses will accomplish a more complete residential living environment which will establish a neighborhood identity and R\Tequesta - The Reserve 18-0820\Applic2tions\Site Plan 2019\Applic2tion Materials\Justification 10.14. 2019.Docx Page 195 of 686 Agenda Item #11. The Reserve at Tequesta Tequesta, Florida Replat / Site Plan Review April 8, 2019 Revised October 14, 2019 3 1 P a g e community focus. Further, the proposed project will provide for proper traffic circulation, in addition to provide for the efficient movement of pedestrian and bicycle traffic. Site Plan Details: The proposed project consists of fifteen (15) 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 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. Traffic: Based on the submitted Traffic Analysis prepared by O'Rourke Engineering and Planning, the proposed development has been estimated to generate 505 new net trips per day, 32 net AM peak hour trips and 39 net PM peak hour trips. Please note, a copy of the submitted traffic report will be provided to Palm Beach County Traffic Division for their review, and an approval letter will be sent to the Village upon receipt. Recreation Space: To remain consistent with Section 78-288 of the Village of Tequesta's zoning code, the applicant is providing a fitness center in the proposed amenity area of the development so that the residents may have an onsite recreation opportunity. As previously mentioned, this amenity area is inclusive of a pool and a tot lot. The site plan proposes 13,744 square feet of recreation space on the site. Parking: For this residential development, the applicant is required to provide 138 spaces at 2/unit. Through the combination of garage and surface parking, the applicant is providing 226 spaces inclusive of 1 ADA accessible space, and 20 guest parking spaces, thus meeting the requirements of the Village of Tequesta off-street parking code. Please note, all parking will be double striped and consist of brick pavers. Signage: With this site plan, the applicant is proposing an entry project sign, which will have a maximum height of 12'. The sign will be made of light blue horizontal siding to match the existing buildings, and will consist of a white picket fence backdrop with white trim. A detail of the project sign is provided on Sheet SP-2. Additionally, the applicant has provided a color rendering of the signage. Landscaping: The proposed landscaping aims to be consistent with the overall village concept established for the project. The submitted landscape plan intends to not only meet, but exceed certain code requirements set forth in the Village of Tequesta's zoning code. As shown on the submitted landscape plan, the R\Tequesta - The Reserve 18-0820\Applic2tions\Site Plan 2019\Applic2tion Materials\Justification 10.14. 2019.Docx Page 196 of 686 Agenda Item #11. The Reserve at Tequesta Tequesta, Florida Replat / Site Plan Review April 8, 2019 Revised October 14, 2019 4 1 P a g e applicant is providing more trees and shrubs than what is required in the buffer. Additionally, the applicant exceeds the amount of perimeter trees required by code. The eastern property line is heavily vegetated to better screen the property from the adjacent residential area. Also, the applicant has provided for an area of scrub vegetation in the southeast corner of the site, adjacent to US. Highway 1. By doing this, the applicant will provide landscape that creates a sense of community, in addition to creating an aesthetically pleasing community for the future residents, and users. Architectural Design and Influence: The design of the proposed multifamily project features an emphasis on the British West Indies style, which will feature Bahama / West Indies style architecture including standing seam metal roofing, balconies, stucco and simulated clapboard siding with a pastel color palette. Permitting: All permit submittals and final construction plans will be completed after the site plan layout has been finalized. The applicable permits will be secured prior to the issuance of a building permit for the proposed development. Site Plan Considerations: The owner would like to stress that the proposed project is not a detriment to the community and aims to provide the Village of Tequesta with a valuable asset for years to come. The proposed development provides for the following: ➢ Consistency with the goals, objectives, and policies of the Village of Tequesta's Comprehensive Plan: Concurrent with this application, the applicant has filed a Land Use Map Amendment and Rezoning requests to the Medium Density land use designation, and R-2 zoning district, and has properly justified that these requests will not cause any adverse effects to the surrounding areas; ➢ Consistency with applicable countywide land development regulations. The applicant has submitted a traffic study to the PBC Traffic Division, and will provide an approval letter to Village staff when received. Additionally, through the review process the applicant will seek permits from the other jurisdictional agencies; ➢ Designed to comply with all of the applicable provisions set forth in the Village of Tequesta zoning code. Concurrent with this application, the applicant has filed a Rezoning map amendment to the R-2 zoning district, and has designed the site plan appropriately to ensure full compliance with the development regulations in the proposed zoning district; ➢ Will be compatible with the existing character of the area; ➢ Use of the existing facilities/infrastructure on site, holding to the true essence of infill development. Prior to this submittal, we have requested confirmation of availability of service letters from the applicable utility and service provider agencies in the area. The confirmation received to date have been included in this submittal package, and any R\Tequesta - The Reserve 18-0820\Applic2tions\Site Plan 2019\Applic2tion Materials\Justification 10.14. 2019.Docx Page 197 of 686 Agenda Item #11. The Reserve at Tequesta Tequesta, Florida Replat / Site Plan Review April 8, 2019 Revised October 14, 2019 5 1 P a g e outstanding letters received throughout the review process will be forwarded to the Village of Tequesta Community Development Department upon our receipt; ➢ Will not reduce light and air to the adjacent properties; ➢ Expected increase in property values in the adjacent areas, and stimulation of the Village of Tequesta's tax base; ➢ Will not create any noise or visual pollution to the adjacent areas; ➢ Will provide pedestrian amenities on site; ➢ The proposed redevelopment will provide the necessary infrastructure to meet the required level of standards pursuant to the criteria outlined in Sec. 78-331(h); Conclusion: To recap, the applicant, is proposing; 1) a Replat to combine the subject parcels; 2) small scale comprehensive plan map amendment from Commercial to Residential Medium Density; 3) Rezoning from C2 Community Commercial to R-2 Multiple Family Dwelling District and 4) Site Plan Review for a residential development including 69 multifamily units on 6.03 acres. Note, the Rezoning/land use portions of this proposal has been provided under separate cover. 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. This narrative has demonstrated that the proposal is consistent with particular elements of the Village Comprehensive Plan, and will not be a detriment to any goals, objectives, and policies. Additionally, the submitted site plan shows compliance with the proposed R-2 zoning district 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. R\Tequesta - The Reserve 18-0820\Applic2tions\Site Plan 2019\Applic2tion Materials\Justification 10.14. 2019.Docx Page 198 of 686 Agenda Item #11. Department of Environmental Resources Management 2300 North Jog Road, 4th Floor Wesc Palm Beach, FL 33411-2743 (561) 233-2400 FAX: (561) 233-2414 www.pbcgov.com/erm ■ Palm Beach County Board of County Commissioners Melissa McKinlay, Mayor Mack Bernard, Vice Mayor Hal R. Valeche Paulette Burdick Dave Kerner Steven L. Abrams Mary Lou Berger County Administrator Verdenia C. Baker `fin Equal Opportunity Affirmative Action Employer" October 25, 2018 Mr. Curtis Dokken, P.E. Air, Water & Soil Engineering, Inc. 3304 Pebble Beach Drive Lake Worth, FL 33467 By Email: Curt @aw3eng.com RE: Chanter 62-761 /762. FAC. Closure Assessment Resort — Review Royal Tequesta, LLC. 746 N US Highway 1, Tequesta, FL DEP Facility ID # 9816491 Palm Beach County — Storage Tanks Dear Mr. Dokken: The Palm Beach County Environmental Resource Management (ERM) is contracted with the Florida Department of Environmental Protection (Department) to conduct the Storage Tank System Compliance Verification Program for facilities located in Palm Beach County. ERM has reviewed the October 3, 2018, that was submitted by Air, Water & Soil Engineering, Inc., and received on April 10, 2018, for the above referenced facility. The Tank Closure Assessment Report appears to comply with the Department's April 1998 "Storage Tank Closure Assessment Requirements". The results as provided in the Tank Closure Assessment Report do not indicate the presence of petroleum contamination in the area addressed in excess of Department Cleanup Target Levels. Please note that this letter does not certify that this site is not contaminated, and the Department reserves the right to require appropriate actions for this site in accordance with Chapter 62-770, Florida Administrative Code (FAC), if any contamination is discovered in the future in excess of Department Cleanup Target Levels. If you have any questions please contact Roberta Dusky by phone at (561) 681-3859 or by email at rdusky0pbcaov.orq. Sincerely, LAO Roberta L. Dusky Storage Tank Program Supervisor Resources Protection rld:kle Page 199 of 686 Agenda Item #11. ® ROURKE ENGINEERING & PLANNING TRAFFIC ANALYSIS FOR The Reserve at Tequesta PCNs: 60-43-40-30-00-001-0120 and 60-43-40-30-00-001-0170 Prepared for: Mr. Jeff Iravani Jeff H. Iravani, Inc. 1934 Commerce Lane, Suite 5 Jupiter, FL 33458 Prepared by: O'Rourke Engineering & Planning 969 SE Federal Hwy. Suite 402 Stuart, Florida 34994 (772) 781-7918 March 11, 2019 Updated 5.31.19 Revised 6.25.19 (PA only) Revised 8.9.19 (P.9 only) PR18101.0 Prepared by: Susan E O'Rourke State of Florida, Professional Engineer, License No. 42684 O'Rourke Engineering & Planning Certificate of Authorization: #26869 This Document has been electronically signed and sealed by Susan E O'Rourke, PE on 5/31/2019 using a SHA authentication code. 969 SE Federal Highway, Ste. 402 Stuart, Florida 34994 Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies. (772) 781-7918 969 SE Federal Hwy, Suite 402 1 Stuart, FL 34994 1 772-781-7918 1 SEORourke@comcast.net Page 200 of 686 Agenda Item #11. r. i 1 0ROURKE ENGINEERING & PLANNING r;; March 11, 2019 Mr. Jeff Iravani Jeff H. Iravani, Inc. 1934 Commerce Lane, Suite 5 Jupiter, FL 33458 RE: The Reserve at Tequesta Dear Mr. Iravani: O'Rourke Engineering & Planning has completed the Traffic Analysis for the proposed development to be located west of US-1 and south of County Line Road, in Palm Beach County, Florida. The steps in the analysis and the ensuing results are presented herein. It has been a pleasure working with you. If you have any questions or comments, please contact our office. Respectfully submitted, O'Rourk.e ginee ing &planning S an E. O'Rourke, P.E. Registered Civil Engineer —Traffic C6 — The Reserve at Tequesta - Report 969 SE Federal Hwy, Suite 402 1 Stuart, FL 34994 1 772-781-7918 1 SEORourkeCq�comcast.net Page 201 of 686 Agenda Item #11. TABLE OF CONTENTS INTRODUCTION 1 PROJECT DESCRIPTION 1 TRIP GENERATION/ MAXIMUM RADIUS OF DEVELOPMENT INFLUENCE 1 DISTRIBUTION AND ASSIGNMENT 4 LANE GEOMETRICS 4 TEST ONE — PART ONE - INTERSECTIONS 6 TEST ONE — PART TWO — LINKS 6 DRIVEWAY ANALYSIS 9 TEST TWO - FIVE YEAR ANALYSIS 11 CONCLUSION 11 TABLES TABLE 1a: Daily Trip Generation 3 TABLE 1b: AM Trip Generation 3 TABLE 1c: PM Trip Generation 3 TABLE 2a: AM Project Significance 7 TABLE 2b: PM Project Significance 7 TABLE 3a: Test One -Directional Traffic AM 8 TABLE 3b: Test One -Directional Traffic PM 8 FIGURES FIGURE 1: Project Location 2 FIGURE 2: Project Percent Assignment 5 FIGURE 3: Driveway Volumes 10 APPENDICES APPENDIX A: Site Plan APPENDIX B: Palm Beach County Functional Classification and Boundaries Map APPENDIX C: Palm Beach County Intersection Data and Link Data APPENDIX D: Driveway Analysis Page 202 of 686 Agenda Item #11. INTRODUCTION O'Rourke Engineering & Planning was retained to provide a traffic analysis based on Article 12 -Traffic Performance Standards for Palm Beach County. This application covers the building of 69 Town Homes. The following tasks were undertaken; description of the proposed project, distribution and assignment, Test One and Test Two Five Year Analysis. Each task is summarized herein. PROJECT DESCRIPTION The Reserve at Tequesta project is located on the west side of US-1 and south of County Line Road in Palm Beach County. The proposed development is for 69 Town Homes. The project location is shown in Figure 1. APPENDIX A includes the project site plan. TRIP GENERATION/ MAXIMUM RADIUS OF DEVELOPMENT INFLUENCE The trip generation for the site was based on 2014 Palm Beach County Trip Generation Rates. TABLE 1 summarizes the estimated project trips. Based on the trip generation the proposed project would generate 459 daily trips, 38 AM peak hour trips with 6 entering and 32 exiting the site and 44 PM peak hour trips with 29 trips entering and 15 exiting the site. With more than 20 but less than 50 PM Peak Hour trips, the project has a maximum radius of development influence of 0.5 miles. As shown in Figure 1, the radius extends from County Line Road on the north; to Village Boulevard on the south; Beach Road to the east; and Seabrook Road to the west. Page 203 of 686 Agenda Item #11. Beach Pd m Aces" K u d m C {—I M v O LL N �O d Y y N N QJ L F— Seabrook Rd v � v � c V m w V FN N y E a Country Club Dr `o_ v o � o J w 'o a `a z n u Loxahatchee River Rd Wz z z z P �AGP R psi 2 O1 3 m ti OU w x u //yy — Oz w " w N o L, N � o a F Z a a � � Z a O Page 204 of 686 Agenda Item #11. Table 1 - Trip Generation Table Is. Daily Land Use ITE Code Intensity Units Trip Generation Rate Directional Split Net New Trips In Out In Out Total Condo/TH 220 69 1 DU T = 7.32 X 50% 50% 252 253 1 505 Palm Beach County'l rip Generation Rates Table lb: AM Peak Hour Land Use ITE Code Intensity Units Trip Generation Rate Directional Split Net New Trips In Out In Out I Total Condo/-rH 220 69 DU T=.46(X) 23% 77%1 7 T 25 T 32 Source: Palm Beach County Trip Generation Rates Table lc: PM Peak Hour Land Use ITE Code Intensity Units Trip Generation Rate Directional Split Net New Trips In Out In Out Total Condo/TH 220 69 DU T=.56 x 63% 37a/o 24 15 39 Source: Palm Beach County trip Generation Rates Cagyof Ce-T,b 1-T"G3-Rexnea J Sawn E. O'Rowke, P.E., Inc. Page 205 of 686 Agenda Item #11. Distribution and Assignment The project is assumed to have a distribution reflecting the ultimate origins and destinations of the trips. The assignment was based on the overall distribution with the anticipated travel paths. Figure 2 shows the resultant project assignment. LANE GEOMETRICS • US-1 is a four -lane divided arterial with a general north/south alignment in the project location. • North Old Dixie Highway is a two-lane undivided arterial from County Line Road to Village Boulevard, a three -lane undivided arterial [two (2) southbound and one (1) northbound lanes) from Village Boulevard to Tequesta Drive, and a four -lane divided arterial from Tequesta Drive to Old Dixie Highway. • Old Dixie Highway (SR-811) is a six -lane divided arterial with a general north/south alignment. • Tequesta Drive is a four -lane divided collector from US-1 to Old Dixie Highway and a two-lane undivided collector west of North Old Dixie Highway with a general east/west alignment. • Beach Road is a two-lane undivided collector with a general north/south alignment. Appendix B contains the Palm Beach County Functional Classification and Boundaries Map. 4 6.25.19 Page 206 of 686 Agenda Item #11. BQach Fd 15h USA 0 60% a0 F' / 0 2.0 �� m N 10. m 5/ > V N v coa 25% m qQo p/d htiy o�`Ja pcea v v N � F � a � u" v U L Ql Np\d��X�e o � o m Seabrook Rd r v c O U w � U 0 O K N G O Country Club Dr pp ° J v 0 a` n Loxahatchee River Rd Wz Yz P `/S/ �y _ O O Z Nr 0�1 i N O w LL r� 1�� Ln o 0 z a `m E .o D O Page 207 of 686 Agenda Item #11. TEST ONE PART ONE - INTERSECTIONS Intersections must be analyzed for two cases. The first analysis must be completed for the intersections nearest the point at which the project's traffic enters each accessed link and the project traffic is significant. The project is significant on the accessed link of US- 1. Therefore, the intersections of US-1 at County Line Road and US-1 at Tequesta Drive were analyzed. These intersections were analyzed using CMA's. As shown, both intersections operate under the critical sum of 1400 in the AM and PM peak hours. Appendix C includes the intersection data and analyses Second, analysis of intersections where the project traffic is ten percent or more of the total traffic on at least one of the approaches must be analyzed. As shown in Tables 2a and 2b introduced in the next section, no approaches have a 10% project impact; therefore, additional intersection analysis was not required. TEST ONE PART TWO - LINKS To satisfy Test One Part Two Links, total traffic on links where the project is significant must be less than allowable thresholds based on AM and PM peak hour directional values. Tables 2a and 2b show the project % impact in the AM and PM peak hours, respectively. The only link in which the project traffic is more than 1% of capacity is US-1. Existing traffic volumes were obtained from the Palm Beach County TPS database, these values were then grown to 2020 and committed background traffic was then added. Finally, the project traffic was added to obtain the total traffic at buildout. Tables 3a and 3b show the results of these calculations. As shown, total traffic volumes are less than roadway capacity. Therefore, Test One part 2 is satisfied. APPENDIX C also includes the input link data. 0 Page 208 of 686 Agenda Item #11. t EE c u `w a N O ga` a h .+vary y 1 & GL m X�y �tObwip XXy� Xyyy�X Y�6b Hyypp bb ��yy Xyypp yypp bdeS ��Qp XdR rv��y bit] XyQ ti no ..oi$$S�3ry$$mm8mmb,v°v'mmga3� O m O n u E : o > p O b O O O O C O D O O O O O 0 0 0 0 0 0 0 0 0 o 0 0 5z5zz5z0z55zz0z5z55z5z5z - o-o --o-o-oo --o -o-oo-o-o - � 5 z1°zvmizvmiz z�3wz�z°'z�3w3�m.,zvmi m fi��aggD���oa u°BO E��oo»�h-oou°uc'o-ou°O�ii re E4 �'gfifi9�==°��90o ca 6 as2o u U s 3 D. u` h h 00uue�' Z 2 tJ U h H ooj, z Z? j,vvj, O O O>> •• � x O m � ` cp U O Z 9 O h C E n Yi N N 4 N N N b b a by N N N N N N n � o 0 odo e 'o 0 x O � O i aYYe d� C y, ry O m O m N O m m O ti N o b m N > G vO O c C O D 0 0 0 0 0 0 0 0 0 D O 0 0 0 C 0 o' Sz5zz5z5z55zz5z5z55z5z5z o-- o- o- 00 o- o- o o- o- oo E 0 z$zN z�m,zzz�3wz�zrzr°Dmmmmm 3W3bzN aB D B 60 0 `N 4.3 xrt cc o D P, 1 IF 'mom 9a °'� vv01 uo E a fi fi c LL u u S S D o a a` h H go m m 0 z z$ p U h h 0 0 z z> j v v o o Qi x i m O` M e x $E° S O Z 9 O F= L q r3 Page 209 of 686 Agenda Item #11. Page 210 of 686 Agenda Item #11. DRIVEWAY ANALYSIS The project driveways were analyzed for the AM and PM Peak Hours. There will be a right -in only driveway and a right -out only driveway located on US-1. Each driveway will have approximately 252 daily trips. With less than 500 daily trips the driveways are classified as minor driveways. As a minor driveway the minimum return radius of 20 feet and a minimum 25-foot throat length applies. A right turn lane must be provided when daily driveway volumes exceed 1,000 trips or 75 right turns inbound in the peak hour. With 252 daily trips and 24 peak hour inbound trips, a right turn lane is not warranted. Figure 3 illustrates the driveway volumes for the AM and PM Peak periods. Since the driveway is right -in, the traffic entering from the south will U-turn at County Line Road and traffic leaving to go north will U-turn at Village Boulevard. APPENDIX D includes the driveway analysis data and Palm Beach County design standards. I Page 211 of 686 Agenda Item #11. 252 ri 7 P 24 � Driveway 1 c N 253 25 15 Driveway 2 (15)25 Trips IN OUT AM Page 212 of 686 Agenda Item #11. FIVE YEAR TEST TWO Test Two requires analysis of links and major intersections as necessary within or beyond the radius of development influence where a project's traffic is significant on a link within the radius of development influence. Since the project is less than 3% of LOS D on all links, one can conclude that the project is less than 3% of LOS E on all links. Therefore, no Test Two analyses are required. CONCLUSION The proposed project would generate 32 new AM peak hour trips with 7 entering and 25 exiting the site and 39 new PM peak hour trips with 24 trips entering and 15 exiting the site. No offsite improvements are required by the project. The project meets the requirements set forth by Article 12- traffic performance standards of Palm Beach County. 11 Page 213 of 686 Agenda Item #11. APPENDIX A Site Plan Page 214 of 686 P1' 1. - — —:,—.111—.- p.-19ltrPl -.—T. Agenda Item #11. 3S 633+ n Fg6a" H a @�kst Er Hill � 3 a F P+. 1.Id u,� Imum.. >T a..I.w u,.: tm�z u•IP,.rv. rrc Zm : cx ❑.�,ca9'n...•.......1 e. mPIPr: a�.rew,mlxye Ex U. Wrh IM-I E�, r1 Vi.Ur Tgwu Wlb CunJm 1 a 1 xP .-, ,Pool R .` �� f6°!r----- ---- 7,..--- ----T"--- ----.� r------ --- —--- I ._..........._. ... ... _ ....... 1 I I - ----- - --- r= j f I Gj o - I I rk, li r 1 , - u. e °I I III L•al j i ....: _' it yr_ fi I a. g� II t €i Y— --- ram'— a-- —'` 1F ESE I'-- I �• Ij I --- I�'n j' E � Il I; ,; � �• (tit=� - �— - fll Seagrape I' - -- WOO �I� I �. �.��i•ii511w t J Il • �D I I , Y- - —�' �I war•- `�_ � _��^' �•• _ •�=` - fk. ]cnlPGw R,+W.nWl xlyl, /J.� gg s w '` 4 m � g s at Tequesta=� ,�` A-1 Page 215 of 686 Agenda Item #11. APPENDIX B Palm Beach County Functional Classification and Boundaries Map Page 216 of 686 Agent a `egm #4 a Z R z Zg moan �� a ,a F' 01I40 Ix C0 " o +J� B o vwUJ y 'B,Ra a m I= IL g g d€4 LLN a CLog CL Q !I I I �dl� eyy yey a B-1 Page 217 of 686 Agenda Item #11. APPENDIX C Palm Beach County Intersection Data and Link Data Page 218 of 686 Agenda Item #11. Palm Beach County Signalized Intersection Analysis INTERSECTION: US-1 and County Line Rd VOLUMES: From PBCO Count Data GEOMETRY: Existing Input Data AM PM Growth Rate = 1.00% 1.00% Peak Season = 1.03 Count Year = 2018 Buildout Year = 2020 AM Peak Hour Intersection Volume Development Northbound Southbound Eastbound Westbound Left I Thru Right Left Thru Right Left Thru Right Left Thru Right Existing Volume (05/712018) 54 473 0 3 1250 230 138 0 104 0 0 0 Peak Season Adjustment 2 14 0 0 38 7 4 0 3 0 0 0 Diversion (%) Diversion (Volumes) 0 0 0 0 0 0 0 0 0 0 0 0 Background Traffic Growth 1 10 0 0 26 5 3 0 2 0 0 0 1% Background Growth 1 10 0 0 26 5 3 0 2 0 0 0 Approved Projects Traffic 0 21 0 0 4 1 7 0 0 0 0 0 Background Used: Projects i 31 0 3 10 0 Direction IN/OUT OUT % Assignment 30%/5% 15% Project Traffic 7 4 0 1 0 1 1 1 0 1 0 1 0 1 0 1 0 0 0 Total 64 522 0 3 1318 243 152 0 109 0 0 0 Approach Total 586 1 1,564 1 261 1 0 Critical Volume Analysis No. of Lanes 1 2 1 1 1 2 1 > 1 1 > 1 < Per Lane Volume 64 261 0 3 659 243 > 152 109 > 0 < Right on Red Overlaps Left r�l�,tp°; 60� 0 ��� -. 60 0 9J 60 64 10 0 Adj. Per Lane Volume 64 1 261 0 3 1 659 183 > 152 0 > -10 < Through/Right Volume 261 659 152 -10 Opposing Left Turns 3 64 0 0 Critical Volume for Approach 1 264 723 152 -10 Critical Volume for Direction 7231 152 Intersection Critical Volume 875 STATUS? UNDER PM Peak Hour Intersection Volume Development Northbound Southbound Eastbound Westbound Left Thru Right Left Thru Right Left Thru Right Left Thru Right Existing Volume (05/7/2018) 135 1184 5 0 578 165 253 0 115 4 0 0 Peak Season Adjustment 4 36 0 0 17 5 8 0 3 0 0 0 Diversion (%) Diversion (Volumes) 0 0 0 0 0 0 0 0 0 0 0 0 Background Traffic Growth 3 25 0 0 12 3 5 0 2 0 0 0 1% Background Growth 3 25 0 0 12 3 5 0 2 0 0 0 Approved Projects Traffic 1 8 0 0 26 7 2 0 1 0 0 0 Background Used: Projects 38 10 - IN Project Traffic 1 20 1 2 1 0 1 0 1 4 0 1 0 1 0 1 1 1 0 0 0 Total 1 163 1 1254 1 5 1 0 1 637 180 1 268 1 123 1 4 1 0 1 0 Approach Total 1 1,422 1 818 1 391 4 Critical Volume Analysis No. of Lanes 1 1 2 1 1 1 2 1 > 1 1 > 1 < Per Lane Volume 163 1 627 5 0 1 319 180 > 268 123 > 4 < Right on Red Overlaps Left 60 0 ��,b� ����. ° '., 60 % ; „ ,'' 60 10 0 163 0 Adj. Per Lane Volume 163 627 0 0 1 319 120 > 268 0 > 76 < Through/Right Volume 627 319 268 -6 Opposing Left Turns 0 163 0 0 Critical Volume for Approach 627 481 268 -6 Critical Volume for Direction 627 268 Intersection Critical Volume 895 STATUS? UNDER Engineering and Public Works Department C-1 Traffic Division Page 219 of 686 Agenda Item #11. Palm Beach County Signalized Intersection Analysis INTERSECTION: US 1 and Tequesta Dr VOLUMES: From PBCO Count Data GEOMETRY: Existing Input Data AM PM Growth Rate = 1.00% 1.00% Peak Season = 1.03 Count Year = 2018 Buildout Year = 2020 AM Peak Hour Intersection Volume Development Northbound Southbound Eastbound Westbound Left Thru Right Left Thru Right Left Thru Right Left Thru Right Existing Volume (05/7/2018) 55 646 11 17 1582 87 55 10 142 29 9 1 Peak Season Adjustment 2 19 0 1 47 3 2 0 4 1 0 0 Diversion (%) Diversion (Volumes) 0 0 0 0 0 0 0 0 0 0 0 0 Background Traffic Growth 1 13 0 0 33 2 1 0 3 1 0 0 1% Background Growth 1 13 0 0 33 2 1 0 3 1 0 0 Approved Projects Traffic 0 21 0 0 4 1 7 0 0 0 0 0 '.ackaround Used Projects 0 37 Direction OUT OUT IN % Assignment 60% 20% 20% Project Traffic 1 0 4 0 1 0 1 15 1 5 1 1 1 0 1 0 1 0 1 0 1 0 Total 1 58 704 12 1 18 1 1681 1 97 1 66 11 149 1 30 1 9 1 1 Approach Total 1 773 1 1,796 1 225 1 41 Critical Volume Analysis 1 1 1 1 1 < No. of Lanes 1 3 < 1 3 < Per Lane Volume 58 238 < 18 593 < 66 11 149 30 11 < Right on Red Overlaps Left ;. ,== 10 0� sr��� if , err �i r 0 0 ice. 0 10 58 0 Adj. Per Lane Volume 58 228 < 18 593 < 66 1 11 91 30 1 1 < Through/Right Volume 228 593 91 1 Opposing Left Turns 18 1 58 30 66 Critical Volume for Approach 246 1 651 122 66 Critical Volume for Direction 651 122 Intersection Critical Volume 773 STATUS? UNDER PM Peak Hour Intersection Volume Development Northbound Southbound Eastbound Westbound Left Thru Right Left Thru Right Left Thru Right Left Thru Right Existing Volume (05/7/2018) 120 1412 32 50 890 65 146 31 100 118 52 31 Peak Season Adjustment 4 42 1 2 27 2 4 1 3 4 2 1 Diversion (%) Diversion (Volumes) 0 0 0 0 0 0 0 0 0 0 0 0 Background Traffic Growth 2 29 1 1 18 1 3 1 2 2 1 1 1% Background Growth 2 29 1 1 18 1 3 1 2 2 1 1 Approved Projects Traffic 1 8 0 0 26 7 2 0 1 0 0 0 Background Used: Projects 37 1 44 8 5 IN OUT OUT IN 601G, 60% 20% 2094. Project Traffic 1 0 14 1 0 1 0 1 9 3 5 0 1 0 0 1 0 1 0 Total 1 127 1 1506 1 34 1 53 1 970 78 160 33 1 106 124 1 55 33 Approach Total 1 1,666 1 1,101 299 211 Critical Volume Analysis 1 3 < 1 1 1 1 1 < No. of Lanes 1 3 < Per Lane Volume 127 513 < 53 349 < 160 33 106 124 87 < Right on Red Overlaps Lefty 10 0 0 10 0 127 0 Adj. Per Lane Volume 127 503 < 53 339 < 160 1 33 0 124 77 < Through/Right Volume 503 339 33 77 Opposing Left Turns 53 127 1124 1 160 Critical Volume for Approach 556 467 1157 1 238 Critical Volume for Direction 556 1 238 Intersection Critical Volume 793 STATUS? UNDER Engineering and Public Works Department C-2 Traffic Division Page 220 of 686 Agenda Item #11. Input Data E-W Street: County Line Rd COUNT DATE: 5/7/2018 Report Created N-S STREET: S US Highway 1 CURRENT YEAR: 2018 12/13/2018 TIME PERIOD: AM ANALYSIS YEAR: 2020 GROWTH RATE: -0.85% PSF: 1.03 SIGNAL ID: 1500 Intersection Volume Development Eastbound Westbound Northbound Southbound Left Thru Right Left Thru Right Left Thru Right Left Thru Right Existing Volume 138 0 104 0 0 0 54 473 0 3 1250 230 Diversions 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% Peak Season Volume 142 0 107 0 0 0 56 487 0 3 1288 237 Committed Developments Type %Complete Love Street 0 0 0 0 0 0 0 0 0 0 1 0 NR 0% Tequesta Offices 7 0 0 0 0 0 0 21 0 0 3 1 NR 0% Total Committed Developments 7 0 0 0 0 0 0 21 0 0 4 1 Total Committed Residential 0 0 0 0 0 0 0 0 0 0 0 0 19 S Total Committed Non -Residential 7 0 0 0 0 0 0 21 0 0 4 1 v1 Double Count Reduction 0 0 0 0 0 0 0 0 0 0 0 0 t3� v Total Discounted Committed 7 0 0 0 0 0 0 21 0 0 4 1 �I S Historical Growth -2 0 -2 0 0 0 -1 -8 0 0 -22 -4 I'42 Comm Dev+1% Growth 10 0 2 0 0 0 1 31 0 0 30 6 Growth Volume Used 10 0 2 0 0 0 1 31 0 0 30 6 Total Volume 152 0 109 0 0 0 57 518 0 3 1318 243 Input Data E-W Street: County Line Rd COUNT DATE: 5/7/2018 Report Created N N-5 STREET: S US Highway 1 CURRENT YEAR: 2018 12/13/2018 V� TIME PERIOD: PM ANALYSIS YEAR: 2020 GROWTH RATE: -0.85% PSF: 1.03 SIGNAL ID: 1500 Intersection Volume Development Eastbound Westbound Northbound Southbound Left Thru Right Left Thru Right Left Thru Right Left Thru Right Existing Volume 253 0 115 4 0 0 135 1184 5 0 578 165 Diversions 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% Peak Season Volume 261 0 118 4 0 0 139 1220 5 0 595 170 Committed Developments Type % Complete Love Street 0 0 1 0 0 0 1 3 0 0 4 0 NR 0% Tequesta Offices 2 0 0 0 0 0 0 5 0 0 22 7 NR 0% Total Committed Developments 2 0 1 0 0 0 1 8 0 0 26 7, Total Committed Residential 0 0 0 0 0 0 0 0 0 0 0 0 Total Committed Non -Residential 2 0 1 0 0 0 1 8 0 0 26 7 v ! Double Count Reduction 0 0 0 0 0 0 0 0 0 0 0 0 Total Discounted Committed 2 0 1 0 0 0 1 8 0 0 26 7 v\� Historical Growth -4 0 -2 0 0 0 -2 -21 0 0 -10 -3 `J Comm Dev+1%Growth 7 0 3 0 0 0 4 33 0 0 38 10 dS�� Growth Volume Used 7 0 3 0 0 0 4 33 0 0 38 10 Total Volume 268 0 121 4 0 0 143 1253 5 0 633 180 6 r U' 03 s C-3 Page 221 of 686 Agenda Item #11. Input Data E-W Street: Tequesta Dr COUNT DATE: 5/7/2018 Report Created N-S STREET: S US Highway 1 CURRENT YEAR: 2018 12/13/2018 TIME PERIOD: AM ANALYSIS YEAR: 2020 GROWTH RATE: -0.85% PSF: 1.03 SIGNAL ID: 2700 Intersection Volume Development Eastbound Westbound Northbound Southbound Left Thru Right Left Thru Right Left Thru Right Left Thru Right Existing Volume 55 10 142 29 9 1 55 646 11 17 1582 87 Diversions 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% Peak Season Volume 57 10 146 30 9 1 57 665 11 18 1629 90 Committed Developments Type %Complete Love Street 0 0 0 0 0 0 0 0 0 0 1 0 NR 0% Tequesta Offices 7 0 0 0 0 0 0 21 0 0 3 1 NR 0% Total Committed Developments 7 0 0 0 0 0 0 21 0 0 4 1 Total Committed Residential 0 0 0 0 0 0 0 0 0 0 0 0' Total Committed Non -Residential 7 0 0 0 0 0 0 21 0 0 4 1 Double Count Reduction 0 0 0 0 0 0 0 0 0 0 0 0 t! Total Discounted Committed 7 0 0 0 0 0 0 21 0 0 4 1 y -3 O Historical Growth -1 0 -2 -1 0 0 -1 -11 0 0 -28 -2 S �� Comm Dev+1% Growth 8 0 3 1 0 0 1 34 0 0 37 3 o Growth Volume Used 8 0 3 1 0 0 1 34 0 0 37 3 Total Volume 65 10 149 31 9 1 58 699 11 18 1666 93 Input Data E-W Street: Tequesta Dr COUNT DATE: 5/7/2018 Report Created QN v' N-S STREET: S US Highway 1 CURRENT YEAR: 2018 12/13/2018 TIME PERIOD: PM ANALYSIS YEAR: 2020 GROWTH RATE: -0.85% PSF: 1.03 SIGNAL ID: 2700 Intersection Volume Development Eastbound Westbound Northbound Southbound Left Thru Right Left Thru Right Left Thru Right Left Thru Right Existing Volume 146 31 100 118 52 31 120 1412 32 50 890 65 Diversions 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% Peak Season Volume 150 32 103 122 54 32 124 1454 33 52 917 67 Committed Developments Type %Complete Love Street 0 0 1 0 0 0 1 3 0 0 4 0 NR 0% Tequesta Offices 2 0 0 0 0 0 0 5 0 0 22 7 NR ~O 0% Total Committed Developments 2 0 1 0 0 0 1 8 0 0 26 7 u-, r Total Committed Residential 0 0 0 0 0 0 0 0 0 0 0 0 G Total Committed Non -Residential 2 0 1 0 0 0 1 8 0 0 26 7 Double Count Reduction 0 0 0 0 0 0 0 0 0 0 0 0 Total Discounted Committed 2 0 1 0 0 0 1 8 0 0 26 7 g-� 4 Historical Growth -3 -1 -2 -2 -1 -1 -2 -25 -1 -1 -16 -1 Comm Dev+1%Growth 5 1 3 2 1 1 3 37 1 1 44 8 Growth Volume Used 5 1 3 2 1 1 3 37 1 1 44 8 3? L Total Volume 155 33 106 124 55 33 127 1491 34 53 961 75 L 6 4? V J C-4 Page 222 of 686 Agenda Item #11. J3 CD a ,5 (D O O 'V O V O N O 'cf N N N OrD (00 M N r M V m O O V O N M N r m ~ (0 (D (D M O N M O n O D) T O N r (� O M V t0 � O 'ct O t- n 1� N O O M w O O O N N M N N N N N N N N N Cl) M r r N N r r r r r N N N M N M r C � r OD N mM M r O r t0 O CO O O O O O O O O N N Cl)�O O O r p N I0 V r c� N M r N M N N M ct V r r r O r O r r - tO O mco c0 c0 0) CO ti r N V M O r a O to a 0) M 1 tD N O O O O O O O O O O Cl) N tO M t� r N N M M N M r N r N r Cl) M J'ctm N co O Wcw3 O 0 O to O O O O O O r (D O t0 7 N'T (n r (D O O ON C O N r r Co r O N to 04 N M (D ti -Att� O V (D r r r r N M m O O O O O O O O O O O O O O O O O O O O O O O O O O O O r N O O O 3 mm C) N o M tO tr V O M w v to co In to am r co M O m O N M O O O V r O O O O O O M t0 O M r w N r r r r r r N N N N N N r r N r N r F O O O O M O O N V (D N r Cl) 0) � r to O w M N N 0 V M N O O O O O O C) O O O N M N N O 0 N M N O t0 w r r r J O O tO O O L CO CC) d) O M O O w O to r ti N Cl) N O O O C, (0 cD co V O Or fA r (0 D m O O O O V O to C d' Or O O O O O O O Cl O O O O O O O r C. O O O O C. O w m O N CD0� OOw M OQ] O O O M n O O cr2 rrm co to O r rrMM M N r M N cO O N N o 1` O M N N M O N O r O N O O O c0 N M V t- O m 10 V M O O N t` M N r M N O O O to 'a 0) V O N N (0 cD 0) cD N N O r (0 (0 �._, n r O r W O) WO to r r N N N r r � O to (D to to m tb N M [D lD V M O C O n c0 N t-- O O O O O O N O M M � � V r r r t0 M N O R r N N N N N O d) r ^ r O O m O O O r c0 N V C 7t V t O O - O O r r r N M N r O r O tO :� (O PM') r t- r r mM r V ^ C. N N M O N h O O O O O O eh N <F t0 c0 tO O O W '00 M 00 (0 Z to tO O O r f` r r r N M m V O 0 V 0 r O M O O O w O f` M N O M O NV h N oCD 00 n O N 0n CC. D O 0 0 Z M N O co O to w N �2 t` r0 n n r r (0 c0 � N r .- r r (O to O 0) O O J (D O 0) N O O M V DO 't V r t� 1` M r tO O M O N N to (O N O Cl) V M m (0 N O Q) M O O W V t� V V lD O O O O O O N O to (O O M t0 M Z r r r r .- r r N N N M N r r r .- �- N r N m O O (D M Ln Or r V coMr N O N r r CD C) CDr M c. CD C, C) O N M -,tr N O Z w (¢ a-¢ a a¢ a M¢ a¢ a Q a a. d a¢ a a a M a Q M¢ M Q a¢ n. O tD C) o to COM O o o to CO o (O to to O to (O O to (O to to to to a to a o C) to F M v o M v o 't M M"1 o M v a� o r a o -,tv r v M r M Cl) M r N O Ln f` V O 7 4 n to ti h V 4 r n V to � N V 1` N n n ~ O O O O to to �2 �2 O to �2 M r M r ^ � ti O O (0 '! I O w O O O r O O O O O O O O O O O O O O O O O O O O O O O O O N O O O N N N N N N N N N N N N N N N N N N N N N N N N N N N QN N N _ _ _ Q O O n n m lI') l0 r N M M to !n r f: \ ` c`') ch to io to to LL� LL7 r r M r r r c7 M M M O O O V' V 6) QI r r r r O F w w r r r 7 r �. O O O w O O ❑ ❑ ❑ ❑ ❑ _❑❑ ly Q K w 0� x O O O O O c N d W X_ a a a a a acu0@@ N N m m N Z O Z ❑ y r r r r r r r r Q Q Q Q Q Q CL :o ,(,a m m cc,c -o > > m m m 0. = = w W �— C C C c c m c c c c (o (a m m c c c m c c m m in C C C C C C C C C c C C C C C C C C C C C C O ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ C C C C C C C C C C C C C C C C C C C C C C (6 N (0 [R N N @ (0 [6 r6 0 0 0 0 0 4) N N N 0 0 w N 0 0 0 N 0 0 0 U) m O W N N N y N N N N N y N d d d a. d a a n. a s n. a a a d d a a a d a a N N N o N N N o N 0 N m T T T T T T T T T T T T T T T T T T T T T T N > > 7 7 7 7 7 > > 7 N N N N c N c c c N c c c N c c c c c N c c N N N N N N N N N N N 0 O O O O O O O O O O O O O O O O O O O O O O F F F F F F F F F F- F F F F- F F F F- F F F- F F F F F F F F F F F F T l0 0 J o 0 0 0 0 0 0 0 o O O o 0 0 O o O o 0 o O '0 (n to tO to o 0 0 0 0 o a c' Q O O O O O O O O O O O N N N N N N r r r r r r r r to R Z (D V V r � t- ti � ti r- t• O O O O O O a7 D) D) O d) m O) W 0) O O O O O O m 'a N N N N N N N N N N N tD LO t0 to to In V V �7 V V V tO L. to t0 O 11) V N N y c-5 Page 223 of 686 Agenda Item #11. N _ 0 m It m M m � O M M r (D (D M CD (D r r m N O m� M r r� M O O to �� to V -I1 M O V � M aD m t0 tD V M r (D N O tD N N O 'V N O r to O V r N w O N M •Y M -It M 't N N N N m O M co M co N M N cV N N N N N T N M M M O F cc lh m r M (D M r O O O O O W O M o M O N O O O O O N !D m N N N m r V r r r coM— N �- m N r aj (4 a mm v (D m to O m'n m ao `n r 'n O O O (D O O O O O O O O O L7 o M O O O O O O m N m M M N N N m O m r O M O O r ifl m N r N N N O O O O m m O (D w O M (D O d' M O N O m N O V ?m O O O O O O O O O O O — O Cl O O O O O O O O O O O O — O N O O O 7 m M U7 O (D to V w m N m N V N (D M -4-,tN 7 V r co m N to N 'IT M to r m N co O O O O o m to to O m N m m N m R O N w— — — O 7 m � N .- v F O m M I--a)N O (Am O m M M M M M cM N O O O O O O O O c)� V N O O O c) t0 .- N N M N M O N w -A O N N M m t0 N t0 (D t0 t0 pD r (n O M N r CD M M Co N� rr m O r N 7 N N N m N to N c, c) c) c)O N- N M 7 N to V M O O- m (D O w Co O o M O O O O o O O O O O O O O O O O o O O O O O O O O O O O w m W V � a M W O O N O c. O O O N m O O r (O u) O O O M t0 M t0 t0 m r m M O m r m r W N r �,.� N CD m M O O r r M r V H O c) r O (D (D (D r "tm (D N m N W N M O d' CO O (D O c) O M Co N Q m O 117 M N m m m m M r O (O m V M m N N N N m w t0 d. M No t-cO N wm m r O O (D N d. (n (D m � (D � O m o V coO M O M M M N M � � o t0 � "T� t0 W r CO r J N m O M O r r M (D M N m M N N (Yl O M r m O N N N T N O O O O Lo M M M M N N M O O N O O m m m M m O N r a V T M o (Op Cl) N w LD N O O O w M N N cD N (o`- M O O O O O c) (D O O O O c) O O co CO M CYI N (O tYl tf N O c:-O c,M to 10 V M (D O M Lo N (D r (D tv (D CD Z r r d' co (O r "t tow m r o to m "t O to O M r 't (o (D (O (n 'Tr to V Cl) O CO t0 m CD (D r O C', O N m t0 O m V m M N Cl) tY' m r N r O N M (D r M m t0 O ODt0 (n M to Z to m (D w N r N r V M 'R V N 6 M V w r to (O � -= w O m O M wm O N N c} (O o (D * (D M M m -,tm m C to m O c)m N O c) c)O c)N O Z O N w(D m N M m — M o m CD N r In t0 M r w t0 M ,T (D Lo r o o "t "tm O M (O O M r c. c)M O c, c)O t0 -Tm N c)O O c)t0 O N Z r w a¢ a¢ a Q M Q d Q d Q n- a M I¢ a a¢ a a¢ a a a¢ a¢ a¢ a o 0 0 0 0 0 0 o t0 0 0 0 0 (o 0 o 0 0 o n o (n o o N o 0 0 to o D m o O M O M O M O M V M O O V O O O O O 7 m O M O O O 4 c7 Lo r u) r m n Lo r V t` 47 i�: to 1'-- v r to t- t0 1-- 4 r:� (D (D t0 to R 7 O O V' :;t O M (D O m (O M f0 a0 M tD T T •- M M O M _M O M a2 w O O O O O O O O O O O O Q O o N N N O O O O O N N O O O o c) c) O Q N N N N N N N N N N N N N N N N N N N N N N N N N N N N MT O) m m t7] `� m (p t0 M N N m m M m 7 V 7 O to to -- — —- W m m a m H w w - -(if - a' 2' — — — — Z m _m _m _m m m (o oat D)n m c c c c c U3 w a� a� 0> a (6 (0 N W T T O>. T o. O O O (n (n (n (n In 0 m N N t0 N O O o > > > > J J J J J w w w T T T o 0 o c c c c c c c c c c c c c c - - - N N N m N N N p C G C C G C C C C C C O O O O O J J -1 J J J J > > > > > > > tv > > > > > > 3 > > > > U U V V U w E E E E E E E E E E E c c c c c y w c c c c c c N N y N y N E E E E E E E E E E E c c c c c c c c>>>> m m m u N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U U m J m r r r r r r M M M co Cl O O O O N N N O O O O O O O "t O O O a N (D u9 to to to u, to (o o (D O (D O N N N O c, O O O O O N N N N N m Z O O O O O ON ON O O O '(S r r r r r r r r r r (D (D � to t0 (O t0 to t0 Lo rp Vt N N N N N N N N N N N V V 7 V V M CO Mf M M M M M co M N C-6 Page 224 of 686 Agenda Item #11. A B C D E F G H I Input Data ROAD NAME: N US Highway 1 STATION: 1304 Report Created CURRENT YEAR: 2016 FROM: Tequesta Dr 12/13/2018 ANALYSIS YEAR: 2020 TO: Midpoint GROWTH RATE: 0.46% COUNT DATE: 1/25/2016 PSF: 1 Link Analysis Time Period AM PM Direction 2-way NB/EB SB/WB 2-way NB/EB SB/WB Existing Volume Peak Volume Diversion(%) Volume after Diversion 2119 669 1479 2357 1 1551 1 821 2119 669 1479 2357 1551 821 0 0 0 0 0 0 2119 669 1479 2357 1551 821 Committed Developments Type %Complete Tequesta Offices 32 28 4 35 6 29 NR 01/. Love Street 1 0 1 7 3 4 NR 0% Austrade Tequesta Office Building 25 22 3 34 6 29 NR 0% Beacon Point 6 1 5 8 5 2 Res 0% Total Committed Developments 64 51 13 84 20 64 Total Committed Residential 6 1 5 8 5 2 Total Committed Non -Residential 58 50 8 76 15 62 Double Count Reduction 2 0 1 2 1 1 Total Discounted Committed Developments 62 51 12 82 19 63 Historical Growth 39 12 27 43 28 15 Comm Dev+1% Growth 148 78 72 178 82 96 Growth Volume Used 148 78 72 178 82 96 Total Volume 2267 747 1551 2535 1633 917 Lanes 6LD LOS D Capacity 4880 2940 2940 4880 2940 2940 Link Meets Test 1? YES YES YES YES YES YES LOS E Capacity 5150 2940 2940 5150 2940 2940 Link Meets Test 2? YES YES YES YES YES YES Input Data ROAD NAME: US Highway 1 STATION: 1304 Report Created CURRENT YEAR: 2016 FROM: Midpoint 12/13/2018 ANALYSIS YEAR: 2020 TO: County Rd GROWTH RATE: 0.46% COUNT DATE: 1/25/2016 PSF: 1 Link Analysis Time Period AM PM Direction 2-way NB/EB SB/WB 2-way NB/EB SB/WB Existing Volume Peak Volume Diversion(%) Volume after Diversion 2119 669 1479 1 2357 1 1551 1 821 2119 669 1479 2357 1551 821 0 0 0 1 0 0 1 0 2119 669 1479 2357 1551 821 Committed Developments Type %Complete Tequesta Offices 21 3 18 23 19 4 NR 0% Love Street 1 0 1 7 3 4 NR 0% Austrade Tequesta Office Building 14 2 12 19 15 3 NR 0% Beacon Point 0 0 0 0 0 0 Res 0% Total Committed Developments 36 5 31 49 37 11 Total Committed Residential 0 0 0 0 0 0 Total Committed Non -Residential 36 5 31 49 37 11 Double Count Reduction 0 0 0 0 0 0 Total Discounted Committed Developments 36 5 31 49 37 11 Historical Growth 39 12 27 43 28 15 Comm Dev+1% Growth 122 32 91 145 100 44 Growth Volume Used 122 32 91 145 100 44 Total Volume 2241 701 1570 2502 1651 865 Lanes 6LD LOS D Capacity 4880 2940 2940 4880 2940 2940 Link Meets Test 1? YES YES YES YES YES YES LOS ECapacity 5150 2940 2940 5150 2940 2940 Link Meets Test 2? YES YES YES YES YES YES C_7 Page 225 of 686 Agenda Item #11. APPENDIX D Driveway Analysis Page 226 of 686 Agenda Item #11. § § .�? -go .go .go .go .■o .go .go .go .go !{]�I2a■ D1 .: MIN ON���� . ■■■■■■■■ ;§ .go .go .go .go .go .go Ble.l� ill, .go §... .go §§§°■° �(!E \ { ;| ) § , Page 227 0 686 Agenda Item #11. General Information Site Information Analyst James Kemp Intersection US 1 & Driveway 1 Agency/Co. O'Rourke Engineering Jurisdiction Palm Beach County Date Performed 12/17/2018 East/West Street Driveway 1 Analysis Year 2020 North/South Street US 1 Time Analyzed AM Peak Hour Peak Hour Factor 0.92 Intersection Orientation North -South Analysis Time Period (hrs) 0.25 Project Description Reserves at Tequesta Lanes -1 4r Ir- llI T + Y t �r Major Street North -South Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L I T R U L T R Priority 10 11 12 7 8 9 1 U 1 2 3 4U 4 5 6 Number of Lanes 0 0 0 0 0 0 0 0 2 1 0 1 3 0 Configuration T R L T TR Volume (veh/h) 575 0 0 0 1426 7 Percent Heavy Vehicles (°/6) 3 3 Proportion Time Blocked Percent Grade (%) Right Turn Channelized No Median Type I Storage Left Only 1 Critical and Follow-up Headways Base Critical Headway (sec) 5.3 Critical Headway (sec) 5.36 Base Follow -Up Headway (sec) 3.1 Follow -Up Headway (sec) 3.13 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) 0 Capacity, c (veh/h) 588 v/c Ratio 0.00 95% Queue Length, Q9s (veh) 0.0 Control Delay (s/veh) 11.1 Level of Service (LOS) B Approach Delay (s/veh) 0.0 Approach LOS Copyright © 2019 University of Florida. All Rights Reserved. HCSM TWSC Version 7.8 US-1 & Driveway 1 - AM Peak Hour - 5.30.19.xtw Generated: 5/30/2019 2:19:14 PM D-2 Page 228 of 686 Agenda Item #11. General Information ..Report Site Information Analyst James Kemp Intersection US 1 & Driveway 1 Agency/Co. O'Rourke Engineering Jurisdiction Palm Beach County Date Performed 12/17/2018 East/West Street Driveway 1 Analysis Year 2020 North/South Street US 1 Time Analyzed PM Peak Hour Peak Hour Factor 0.92 Intersection Orientation North -South Analysis Time Period (hrs) 0.25 Project Description Reserves at Tequesta Lanes 4 J4 14-1-1.0 r kr— A'1It+Yt I.r Major Street North -South Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 10 11 12 7 8 9 1U 1 2 3 4U 4 5 6 Number of Lanes 0 0 0 0 0 0 0 0 2 1 0 1 3 0 Configuration T R L T TR Volume (veh/h) 1395 0 0 0 729 24 Percent Heavy Vehicles (%) 3 3 Proportion Time Blocked Percent Grade (%) Right Turn Channelized No Median Type I Storage Left Only 1 Critical and Follow-up Headways Base Critical Headway (sec) 5.3 Critical Headway (sec) 5.36 Base Follow -Up Headway (sec) 3.1 Follow -Up Headway (sec) 3.13 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) 0 Capacity, c (veh/h) 217 v/c Ratio 0.00 95% Queue Length, Qes (veh) 0.0 Control Delay (s/veh) 21.6 Level of Service (LOS) C Approach Delay (s/veh) 0.0 Approach LOS Copyright © 2019 University of Florida. All Rights Reserved. HCS W TWSC Version 7.8 US-1 & Driveway 1 - PM Peak Hour - 5.30.19.xtw Generated: 5/30/2019 2:19:58 PM D-3 Page 229 of 686 Agenda Item #11. k S § 0 z B k 2 k - i wi& wia t° �§ ddddd� § | H-H-H-Hddd� H,dd- | ddd . . . H . . . . dd . . . . ) / | § �������� ��� .r� � | § ���.■� § - � +��� ��� .■� � § �������� ���.,� ; dddd . . . ��� .■� � § �������� ���.■� | ) § ........ �| � �������� )��� .�, � ■ ������,� |���.l� | � o...� $ ; ! ... , (� , �������� l��� .■� �] § �������� l���.l� !!!|@@.■ !|e=2,2� f!§§ !r§>§)\§ D4 §) § § Page 230 0 686 Agenda Item #11. General Information Site Information Analyst James Kemp Intersection US 1 & Driveway 2 Agency/Co. O'Rourke Engineering Jurisdiction Palm Beach County Date Performed 12/17/2018 East/West Street Driveway 2 Analysis Year 2020 North/South Street US 1 Time Analyzed AM Peak Hour Peak Hour Factor 0.92 Intersection Orientation North -South Analysis Time Period (hrs) 0.25 Project Description Reserves at Tequesta Lanes 4 r Major Street North -South Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 10 11 12 7 8 9 1 U 1 2 3 4U 4 5 6 Number of Lanes 0 0 1 0 0 0 0 0 2 1 0 0 3 0 Configuration R T R T Volume (veh/h) 25 575 0 1426 Percent Heavy Vehicles (%) 3 Proportion Time Blocked Percent Grade (%) 0 Right Turn Channelized No No Median Type I Storage Left Only 1 Critical and Follow-up Headways Base Critical Headway (sec) 7.1 Critical Headway (sec) 7.16 Base Follow -Up Headway (sec) 3.9 Follow -Up Headway (sec) 3.93 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) 27 Capacity, c (veh/h) 291 v/c Ratio 0.09 95% Queue Length, Q9s (veh) 0.3 Control Delay (s/veh) 18.7 Level of Service (LOS) C Approach Delay (s/veh) 18.7 Approach LOS C Copyright © 2019 University of Florida. All Rights Reserved. HCSS�iIi TWSC Version 7.8 US-1 & Driveway 2 - AM Peak Hour - 5.30.19.xtw Generated: 5/30/2019 2:23:12 PM D-5 Page 231 of 686 Agenda Item #11. y,f )'HCS7Two-Way.. General Information Report Site Information Analyst James Kemp Intersection US 1 & Driveway 2 Agency/Co. O'Rourke Engineering Jurisdiction Palm Beach County Date Performed 12/17/2018 East/West Street Driveway 2 Analysis Year 2020 North/South Street US 1 Time Analyzed PM Peak Hour Peak Hour Factor 0.92 Intersection Orientation North -South Analysis Time Period (hrs) 0.25 Project Description Reserves at Tequesta Lanes J 4 1 4- 1- L U -4 .t 4 V_ ♦I 1 T- 1 I *r r Major Street North -South Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 10 11 12 7 8 9 1U 1 2 3 4U 4 5 6 Number of Lanes 0 0 1 0 0 0 0 0 2 1 0 0 3 0 Configuration R T R T Volume (veh/h) 15 1395 0 729 Percent Heavy Vehicles (%) 3 Proportion Time Blocked Percent Grade (%) 0 Right Turn Channelized No No Median Type I Storage Left Only 1 Critical and Follow-up Headways Base Critical Headway (sec) 7.1 Critical Headway (sec) 7.16 Base Follow -Up Headway (sec) 3.9 Follow -Up Headway (sec) 3.93ij Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) 16 Capacity, c (veh/h) 513 v/c Ratio 0.03 95% Queue Length, Q9s (veh) 0.1 Control Delay (s/veh) 12.2 Level of Service (LOS) B Approach Delay (s/veh) 12.2 Approach LOS B Copyright © 2019 University of Florida. All Rights Reserved. HCSM TWSC Version 7.8 US-1 & Driveway 2 - PM Peak Hour - 5.30.19.xtw Generated: 5/30/2019 2:24:34 PM D-6 Page 232 of 686 Agenda Item #11. Standards for County Roads shown on the Thoroughfare Right -of -Way Identification Map," available from the Traffic Division. b. Mid -Block Lots 1. Along local streets, driveways serving abutting lots shall be located such that flares or returns are separated by at least 5 feet and within the property frontage unless otherwise approved by the County Engineer. 2. Along local collector street, driveways shall be located such that the near edge of the driveway pavement is at least 15 feet from the shared property line. Flares or returns for the proposed driveways shall be separated from the flares or returns for existing driveways on abutting lots by at least 10 feet. 3. Along major collector and arterial streets, driveways shall be located in accordance with applicable requirements of "Access Management Standards for County Roads Shown on the Thoroughfare Right -of -Way Identification Map," available from the Traffic Division. 4. Driveways serving shopping centers shall be well spaced, and the number of driveways shall be the minimum number practical to serve the site. 4. Driveway Construction Except for those driveways serving individual single family or duplex residential lots, each driveway shall be classified as one of the following types and constructed in accordance with the following requirements. Where it is deemed necessary by the County Engineer for traffic safety and operational reasons, the applicable requirements may be increased or decreased as a result of site specific conditions. The construction of physical barriers, such as medians, may be required by the County Engineer on adjacent streets after the County Engineer's review of the specific site access proposal. a. Minor Driveway A minor driveway is one that serves an average daily traffic volume of no more than 500 vehicles (trips). The minimum distance from the street right-of-way at any driveway to any interior service drive or parking space shall be 25 feet, measured on a line perpendicular to the street right-of-way or, when appropriate, along the vehicle path. Minor driveways shall provide minimum single lane widths of 12 feet and provide minimum pavement return radii of 20 feet. In cases when minor driveway connections are to be made to curbed streets the connection may be constructed using drop curb instead of radial returns. Minor driveways may have left and right turn lanes and/or median modifications as required by the County Engineer. 300-2 p-7 Page 233 of 686 Agenda Item #11. b. Intermediate Driveway An intermediate driveway is one that serves an average daily traffic volume greater than 500 vehicles but not more than 2,000 vehicles (trips). The minimum distance from the street right-of-way at any driveway to any interior service drive or parking space shall be 50 feet, measured on a line perpendicular to the street right-of-way or, when appropriate, along the vehicle path. Intermediate driveways shall provide minimum ingress lanes 12 feet wide and egress lanes 12 feet wide. Where left and right turn egress is allowed, dual egress lanes may be provided and marked appropriately for use as left and right turn lanes. Intermediate driveways shall provide minimum pavement return radii of 30 feet. Intermediate driveways may have left and right turn lanes and/or median modifications as required by the County Engineer. c. Major Driveway A major driveway is one that serves an average daily traffic volume in excess of 2,000 vehicles (trips). The minimum distance from the street right-of-way at any driveway to any interior service drive or parking space shall be 100 feet, measured on a line perpendicular to the street right-of-way or, when appropriate, along the vehicle path. Major driveways shall provide minimum ingress lanes of 14 feet wide and egress lanes 12 feet wide. Where left and right turn egress is allowed, dual egress lanes shall be provided and marked appropriately for use as left and right turn lanes. Intermediate driveways shall provide minimum pavement return radii of 40 feet. Major driveways shall have left and right turn lanes and/or median modification as required by the County Engineer. 5. Turn Lane Requirements for Driveways a. Left Turn Lanes A 12 foot wide left turn lane with appropriate storage and transitions shall be provided at each driveway where inbound peak hour left turning traffic is 30 vehicles or more. This requirement may be waived when the speed and volume of the opposing traffic is not sufficient to require a left turn lane, as determined by the County Engineer. Alternately, the County Engineer may require a left turn lane in cases with less than 30 left turn vehicles in the peak hour where the mix of vehicles, speeds and/or volumes on the street create a safety hazard. b. Right Turn Lanes A 12 foot wide right turn lane with appropriate storage and transition shall be provided at each driveway where the street average daily traffic volumes exceed 10,000 vehicles per day and driveway volume exceeds 1,000 trips per day or 75 right turns inbound in the peak hour. Alternately, the County Engineer may require a right turn lane in cases with less than 75 left turn vehicles in the peak hour where the mix of vehicles, speeds and/or volumes on the street create a safety hazard. 300-3 D-g Page 234 of 686 Agenda Item #11. 345 Tequesta Drive Tequesta, FL 33469 March 29, 2019 Village of Tequesta y'Og, OF }FQ4tA Gentile Glas Holloway O'Mahoney and Associates, Inc. Attn: Alec R. Dickerson- Planner 1907 Commerce Lane, Suite 101 Jupiter, Florida 33458 Dear Mr. Dickerson, 561-768-0700 www. tegute sta. org We do supply water to 746 and 734 US Highway 1 Tequesta, FL 33469. The storm water basins on that property are private and owned by the property owner. The Storm Sewer on Federal Highway belongs to the Department of Transportation. I have also been notified that in the middle of the property there is a 6" water main leading to a fire hydrant which we repaired recently due to a water line break. If you have any other questions please feel free to contact me. Jay Wickham Superintendent of Water Distribution and Storm Water Department of Water Distribution and Storm Water Village of Tequesta 136 Bridge Road p) (561) 768-0484 c) (561) 262-4335 (CELL) e) iwickhamktequesta.org www.teduesta.org Council Member Kyle Stone Mayor Abby Brennan Council Member Vince Arena Council Member Laurie Brandon Council Member Kristi Johnson Page 235 of 686 Agenda Item #11. wime 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 PH: (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 Page 236 of 686 No Text Agenda Item #11' Prepared By: Donald M. Allison, Esquire Gillespie & Allison, P.A. 15 South Federal Highway -4 to 306 Raton, Fl 33432 QPellDNumber: 60-43-40-30-00-001-0170 & 0120 O a tee#1 TIN: C Grantee #2 TIN: z 2varr eed CFN 20040415143 OR BK 1726a PG 1234 RECORDED 07/19/2004 08:53:03 Palm Beach County, Florida ANT 8,500,000.00 Doc Stamp 59,500.00 Dorothy H Vilken, Clerk of Court This Indenture, Phis 13th day of July , 2004 A.D., The Vara Gr ,r_{etd., a Florida limited partnership of the County of Palm` $"ach 0 , State of Florida Royal Tequesta,_L� a Florida limited liability company whose address is: 105 Fou ad, c%o Louis J. Capano & Sons Wilmingt g 19803 of the County of Now Castl ,., , State of Delaware Witnesseth that the GRANTOR, for ide ---------------------- and other good and valuable considerad granted, bargained and sold to the said GRA lying and being in the County of Palm Bead PARCEL 1: The North 200 feet of 41 State Road #4 (also known 30, Township 40 South, Ra said parcel of land front TOGETHER WITH: Between , grantor, and , grantee. ion of the sum of DOLLARS ($10)----------------------- DOLLARS, JTOR in hand paid by GRANTEE, the receipt whereof is hereby acknowledged has 1 GRANTEE'S heirs, successors and assigns forever, the following described land, situate, State of Florida to wit: th 650 feet of Government Lot 1, West of "a tate Road #5 or U.S. #1), in Section East, Palm Beach County, Florida, gn--the West side of U.S. Highway #1. 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 particularl ibed as follows: From the Southeast corner of said nt Lot 1, Bear N. 0 degrees 16'10" E., along the Westerly line o d Government Lot 1, a distance of 650.0 feet to the Point o ing of the herein described parcel of land: thence oonti a 0 degrees 161101' E, along the Westerly line of said Gover Lot 1, a distance of 147.47 feet; thence S. 89 degrees 24130" E. a distance of 620.98 feet; thence N. 0 degrees 30'10" E., a di ® of 3.49 feet; thence S. 89 degrees 295501' E., a distance of 81. eet to a point in the (Continued on Attach and the grantor does hereby fully warrant the tide 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: The Vara rimed Name : PATRICIA K HA By Witness Pr ' ame : 'D o M A A.goilf`tl 4i+ eas limited• T. lawful claims of all persons whomsoever. ., a Florida 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 13th 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 aeadficadon. D.Idb,10DqftySystem •�ryl�c-�8Printed NamaAATRmycni n11doeeonNotary PublicCornrrildemil My Commission Exp res: 9510—A Lave l.., 2003 (863) 763-5555 Fom FLwD-1 Page 238 of 686 Book17268/Page1234 Page 1 of 2 Agenda Item ,#11: Warranty Deed. Pegs 2 Parce[ll%Number: 60-43-40-30-00-001-0170 a 0120 westerly r' ht of way line of State Road No.5 (U.S. Highway No.l), said point ing 51.00 feet (measured at right angles), from the center said State Road No. 5; thence S. 16 degrees 50,2011 E., along a 'd erly right of way line, a distance of 157.14 feet; thence N. grees 29,501, W., 748.35 feet to the Point of Beginning of the he e' �d�cribed parcel of land. Lm G—Atcd by O Duphy Sy9M Im., 2003 (963)763-5555 Farm FLWO-I Book17268/Page1235 Page 2 of 2 Page 239 of 686 Agenda Item #11' Prepared By: Donald M. Allison, Esquire Gillespie & Allison, P.A. 15 South Federal Highway -4 to 306 Raton, Fl 33432 QPellDNumber: 60-43-40-30-00-001-0170 & 0120 O a tee#1 TIN: C Grantee #2 TIN: z 2varr eed CFN 20040415143 OR BK 1726a PG 1234 RECORDED 07/19/2004 08:53:03 Palm Beach County, Florida ANT 8,500,000.00 Doc Stamp 59,500.00 Dorothy H Vilken, Clerk of Court This Indenture, Phis 13th day of July , 2004 A.D., The Vara Gr ,r_{etd., a Florida limited partnership of the County of Palm` $"ach 0 , State of Florida Royal Tequesta,_L� a Florida limited liability company whose address is: 105 Fou ad, c%o Louis J. Capano & Sons Wilmingt g 19803 of the County of Now Castl ,., , State of Delaware Witnesseth that the GRANTOR, for ide ---------------------- and other good and valuable considerad granted, bargained and sold to the said GRA lying and being in the County of Palm Bead PARCEL 1: The North 200 feet of 41 State Road #4 (also known 30, Township 40 South, Ra said parcel of land front TOGETHER WITH: Between , grantor, and , grantee. ion of the sum of DOLLARS ($10)----------------------- DOLLARS, JTOR in hand paid by GRANTEE, the receipt whereof is hereby acknowledged has 1 GRANTEE'S heirs, successors and assigns forever, the following described land, situate, State of Florida to wit: th 650 feet of Government Lot 1, West of "a tate Road #5 or U.S. #1), in Section East, Palm Beach County, Florida, gn--the West side of U.S. Highway #1. 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 particularl ibed as follows: From the Southeast corner of said nt Lot 1, Bear N. 0 degrees 16'10" E., along the Westerly line o d Government Lot 1, a distance of 650.0 feet to the Point o ing of the herein described parcel of land: thence oonti a 0 degrees 161101' E, along the Westerly line of said Gover Lot 1, a distance of 147.47 feet; thence S. 89 degrees 24130" E. a distance of 620.98 feet; thence N. 0 degrees 30'10" E., a di ® of 3.49 feet; thence S. 89 degrees 295501' E., a distance of 81. eet to a point in the (Continued on Attach and the grantor does hereby fully warrant the tide 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: The Vara rimed Name : PATRICIA K HA By Witness Pr ' ame : 'D o M A A.goilf`tl 4i+ eas limited• T. lawful claims of all persons whomsoever. ., a Florida 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 13th 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 aeadficadon. D.Idb,10DqftySystem •�ryl�c-�8Printed NamaAATRmycni n11doeeonNotary PublicCornrrildemil My Commission Exp res: 9510—A Lave l.., 2003 (863) 763-5555 Fom FLwD-1 Page 240 of 686 Book17268/Page1234 Page 1 of 2 Agenda Item ,#11: Warranty Deed. Pegs 2 Parce[ll%Number: 60-43-40-30-00-001-0170 a 0120 westerly r' ht of way line of State Road No.5 (U.S. Highway No.l), said point ing 51.00 feet (measured at right angles), from the center said State Road No. 5; thence S. 16 degrees 50,2011 E., along a 'd erly right of way line, a distance of 157.14 feet; thence N. grees 29,501, W., 748.35 feet to the Point of Beginning of the he e' �d�cribed parcel of land. Lm G—Atcd by O Duphy Sy9M Im., 2003 (963)763-5555 Farm FLWO-I Book17268/Page1235 Page 2 of 2 Page 241 of 686 Agenda Item #11. comcast- 3960 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#ath dg. C#i1 flout ccomcast. FEC Regional Construction 561-882-4310 Mark MilfordCa-)-cable.comcast. com Page 242 of 686 Agenda Item #11. Page 243 of 686 Agenda Item #11. EW CONSULTANTS, INC. NATURAL RESOURCE MANAGEMENT, WETLAND, AND ENVIRONMENTAL PERMITTING SERVICES CONSULTANTS, INC. I . - THE RESERVE AT TEQUESTA ENVIRONMENTAL ASSESSMENT REPORT Prepared for: LC Construction Florida, Inc. 3541 NW 88th Drive, Unit 103 Coral Springs, FL 33065 Prepared by EW CONSULTANTS, INC. March 2019 © 2019 EW Consultants, Inc. 2581 METROCENTRE BLVD, SUITE 1 • WEST PALM BEACH, FL 33407 • 561-291-7950 PHONE WWW.EWCONSULTANTS.COM Page 244 of 686 Agenda Item #11. THE RESERVE AT TEQUESTA ENVIRONMENTAL ASSESSMENT REPORT Page 1 INTRODUCTION This Environmental Assessment Report documents and summarizes natural resource features present on an approximately 6 acre project area in the Village of Tequesta, Palm Beach County. The site is located approximately 0.1 mile south of Southeast County Line Road on the west side and adjacent to US Highway 1 (US I). The site consists of two adjacent parcels that are bordered to the north by residential development, to the west by residential development and lands owned by the Village of Tequesta, to the south by a commercial shopping center, and to the east by US 1. The site is situated within Section 30, Township 40 South, Range 43 East, Palm Beach County, Florida. A Location Map (Figure 1), USGS Quad Map (Figure 2), and Aerial Photo (Figure 3) depicting the site boundaries and immediate surrounding area are provided in the Appendix. PROPERTY DESCRIPTION AND METHODS The property is currently comprised of native and non-native habitats. The northern portion of the site contains concrete foundations and parking facilities and a remnant concrete structure remains in the southern portion of the property from previous development. The vegetation assemblages present on the project site are further described in the Natural Communities and Land Covers section of this report. Chronological review of historical aerial imagery dating back to 1957 indicate that the property was partially developed by this date with several structures existing in the eastern portion of the site. Vegetation in the western portion of the site appears to be regenerating from previous clearing activities. Between 1979 and 1995 the structures in the eastern portion of the property had been demolished and new development extended from USl in the east to the western property boundary in the northern portion of the site with what appears to be two structures and parking facilities. Vegetation in the southern half of the site appears sparse and consisting mostly of exposed soils and short herbaceous species. Demolition of the two structures is apparent in imagery from 2006. Prior to the site visit, the U.S. Geological Survey 7.5-minute Quadrangle Topographic Map, Village of Tequesta Quadrangle, and the Soils Survey of Palm Beach County Area, Florida (U.S. Department of Agriculture, Soil Conservation Service 1970) were reviewed to determine topographic features and site soil mapping units. Copies of the 2018 Palm Beach County aerial photographs of the parcel were obtained and reviewed to determine potential locations of environmental features. 2581 METROCENTRE BLVD, SUITE 1 • WEST PALM BEACH, FL 33407 • 56 1 -291-7950 PHONE WWW.EWCONSULTANTS.COM Page 245 of 686 Agenda Item #11. THE RESERVE AT TEQUESTA ENVIRONMENTAL ASSESSMENT REPORT Page 2 Pedestrian transects of the property were conducted to map approximate locations and boundaries of significant environmental resources, vegetative communities, exotic vegetation, and potential jurisdictional wetland areas. The survey was also conducted to note any occurrence of listed plant or animal species and vegetative communities which would require protection or identification by the Federal, State or local regulatory agencies. Wetland protection is mandated under federal, state, and local regulations. The U.S. Army Corps of Engineers (CE) regulates activities in Waters of the United States pursuant to the Clean Water Act (PL92-500 Section 404) as further defined in the CE regulatory program (33 CFR 320-330). The State of Florida Department of Environmental Protection (DEP) has established wetland identification and permitting processes at Chapter 62-330, 62-340, and 62-312 of the Florida Administrative Code (FAC). Current federal and state wetland definitions are derived from the original definition found in 33 CFR 328.3, identifying wetlands as "those areas that are inundated or saturated by surface or ground water at a frequency and duration sufficient to support a prevalence of vegetation typically adapted to life in saturated soil conditions". Delineation of federally regulated jurisdictional wetlands is determined by the Corps of Engineers Wetlands Delineation Manual (USAE Waterways Experiment Station Environmental Laboratory 1987) and the Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Atlantic and Gulf Coastal Plain Region (USAE Research and Development Center 2010). Delineation of wetlands regulated by DEP and South Florida Water Management District (SFWMD) is done according to Chapter 62-340 FAC, Delineation of the Landward Extent of Wetlands and Surface Waters. The Florida Wetlands Delineation Manual (Gilbert et al. 1995) serves as a guide to Chapter 62-340. Both manuals, which emphasize the identification of hydric soils, hydrophytic vegetation, and wetland hydrologic conditions in making wetland determinations, were used in this investigation. SOILS The soil on the site is mapped as St. Lucie -Paola -Urban land complex, 0 to 8 percent slopes. A description of this soil type in its natural condition is listed below. This description is based upon the general characteristics for the soil type as illustrated in the Soils Survey of Palm Beach County Area, Florida and is not necessarily indicative of the exact characteristics of the property. A soils map with the site boundary is included in the Appendix as an attachment. St. Lucie -Paola -Urban land complex, 0 to 8 percent slopes (41) — This complex consists of St. Lucie sand and urban land. About 50 to 70 percent of this complex is open land, such as lawns, vacant lots, and playgrounds. These areas are made up of nearly level to sloping, excessively drained St. Lucie soils. In places, these soils have been modified by cutting, grading, or shaping for urban development. About 300 to 50 percent of the complex is covered by streets, sidewalks, driveways, patios, buildings, and other structures. The rest of this complex is made up of Paola and Pomello soils. These soils may also be modified in places, but the pedons are similar to that described as representative of their respective series. The percentage of urban areas and open land varies. 2581 METROCENTRE BLVD, SUITE 1 • WEST PALM BEACH, FL 33407 • 56 1 -291-7950 PHONE WWW.EWCONSULTANTS.COM Page 246 of 686 Agenda Item #11. THE RESERVE AT TEQUESTA ENVIRONMENTAL ASSESSMENT REPORT Page 3 NATURAL COMMUNITIES AND LAND COVERS The Guide to the Natural Communities of Florida (Florida Natural Areas Inventory 1990) provides classification of natural communities of Florida and was used in this investigation. Approximate location of vegetative community cover type boundaries and other features of the site were mapped in accordance with Florida Land Use Cover and Forms Classification Systems Handbook (Florida Department of Transportation 1999) (FLUCFCS). Field reconnaissance and aerial photograph interpretation were employed in the mapping effort of the vegetative communities on the subject site. A land cover map of the observed community types with acreage is included as Figure 4. 193 — Urban Areas in Transition— 2.4 acres Much of the northern portion of the site contains a foundation of poured concrete that remains from previous development. Although only ruderal weeds occur within the concrete portions of this area some native and non-native vegetation is included in spaces without concrete. Native vegetation includes live oak and cabbage palm. Non-native vegetation includes earleaf acacia, Brazilian pepper, Chinese tallow, queen palm, coconut palm, Australian pine, carrotwood, snake plant, and bougainvillea. 436 — Upland Scrub, Pine, and Hardwoods — 0.4 acre This native habitat contains a canopy dominated by sand pine with a subcanopy consisting mostly of scrub oak and hog plum. Other species present includes prickly pear cactus, love vine, grape vine, and smilax vine. Some encroachment of non-native species is also present including earleaf acacia and Brazilian pepper. 740 — Disturbed — 3.2 acres This portion of the property is dominated by non-native vegetation and does not contain the components of a native habitat community. Non-native vegetation that dominates this portion of the property includes earleaf acacia, carrotwood, Brazilian pepper, queen palm, snake plant, schefflera, Australian pine, and Chinese tallow. Some scattered native vegetation also occurs within these areas and includes live oak, scrub oak, cabbage palm, cocoplum, and seagrape. LISTED SPECIES AND WILDLIFE Listed species of wildlife are found in Florida's Endangered Species, Threatened Species and Species of Special Concern, Official Lists (Florida Fish and Wildlife Conservation Commission January 2017) and regulated plants are listed in Preservation of Native Flora of Florida, Chapter 5B-40 (Florida Department of Agriculture and Consumer Services, Division of Plant Industry, April 2004). The survey methodologies used for determining the status of state and/or federally listed wildlife species occurrence on the site followed generally accepted protocols as specified in state and federal guidance documents. The geographic range of the property and its associated 2581 METROCENTRE BLVD, SUITE 1 • WEST PALM BEACH, FL 33407 • 56 1 -291-7950 PHONE WWW.EWCONSULTANTS.COM Page 247 of 686 Agenda Item #11. THE RESERVE AT TEQUESTA ENVIRONMENTAL ASSESSMENT REPORT Page 4 habitats, vegetative cover types, and natural or disturbed status were the primary considerations in assessing the potential occurrence of listed species. The protected species evaluations and survey methodologies have been, and will continue to be addressed on a species -specific basis in accordance with the Florida Fish and Wildlife Conservation Commission (FWC) and U.S. Fish and Wildlife Service (USFWS) protocols and techniques relative to the species under consideration. The state and/or federally listed wildlife species with potential to occur on the subject site are summarized in the following table. Likelihood of occurrence has been indicated based on species -specific evaluations and best professional judgement and noted as either observed during site review or likelihood of occurrence as high, medium, or low. Common Scientific Name Preferred Habitat Occurrence* Listed Status** Name State/Federal Bald Eagle Haliaeetus Nest in tall trees No longer listed leucocephalus (usually pine) near L Nest trees coasts, rivers, lakes protected and wetlands Florida Athene Sandhills, ruderal Burrowing cunicularia communities, dry L ST Owl prairies Eastern Drymarchon A diversity of Indigo Snake corais couperi upland/low land L FT habitat Florida Grus canadensis Breed in emergent Sandhill pratensis palustrine L ST Crane wetlands; forage in pastures/prairies Florida Scrub Aphelocoma Xeric oak scrub L FT Jay coerulescens Sherman's Sciurus niger Pine flatwoods, L SSC Fox Squirrel shermanii mixed oak forest Gopher Gopherus Sandhills, xeric Tortoise polyphemus oak scrub, sand pine scrub, scrubby M ST flatwoods; agricultural lands Audubon's Polyborus Nest in cabbage Crested plancus palms, dry prairie L FT Caracara audbonii and pastures Little Blue Egretta caerulea Breeding: marshes, Heron swamps, ponds, estuaries, rivers; L ST nest in shrubs and small trees Red -cockaded Picoides Mature pine L FE 2581 METROCENTRE BLVD, SUITE 1 • WEST PALM BEACH, FL 33407 • 56 1 -291-7950 PHONE WWW.EWCONSULTANTS.COM Page 248 of 686 Agenda Item #11. THE RESERVE AT TEQUESTA ENVIRONMENTAL ASSESSMENT REPORT Page 5 Common Scientific Name Preferred Habitat Occurrence* Listed Status** Name Woodpecker borealis woodlands Roseate Ajaia ajaja Breeding: marshes, Spoonbill swamps, ponds, estuaries, rivers; L ST nest in shrubs and small trees Reddish egret Egretta Breeding: marshes, rufescens swamps, ponds, estuaries, rivers; L ST nest in shrubs and small trees Southeastern Falco Sandhill and open American sparverius rangeland nest in Kestrel paulus cavities of dead L ST trees and abandoned woodpecker nests Tricolored Egretta tricolor Breeding: marshes, Heron swamps, ponds, L ST nest in shrubs and small trees Wood Stork Mycteria Estuarine or americana freshwater wetlands; nest in tops of trees in L FT cypress or mangrove swamps ' Observed transient; z Observed nesting and/or resident; s Observed utilization *O= Observed; H= High probability; M= Medium probability; L= Low probability; FE _ Federal Endangered; FT = Federal Threatened; FT/SA = Federal Threatened due to similarity of appearance; SSC = Species of Special Concern; ST = State Threatened The site contains some scrub oaks within the southwestern portion of the site, however the scrub oak area is not believed to be large enough to support Florida scrub jays. Scrub jay surveys were conducted on the property in 2011 and 2014 as part of prior development proposals, and no scrub jays were observed. It is believed that the small size of the scrub oak habitat along with surrounding development, human activity, feral cats and encroachment of exotic plant species has made it very unlikely that Florida scrub jays would utilize this property. The preferred nesting habitat for Florida sandhill cranes and other listed wading birds is native freshwater marsh habitat, which does not occur on the property. Any use of the property by sandhill cranes or wading birds would be transient in nature. No wading birds or wading bird nests were observed during site reconnaissance. Bald eagles, while no longer listed, remain protected under the Bald and Golden Eagle Protection Act. No bald eagles were observed on site likely due to the absence of large open waterbodies for 2581 METROCENTRE BLVD, SUITE 1 • WEST PALM BEACH, FL 33407 • 56 1 -291-7950 PHONE WWW.EWCONSULTANTS.COM Page 249 of 686 Agenda Item #11. THE RESERVE AT TEQUESTA ENVIRONMENTAL ASSESSMENT REPORT Page 6 foraging and lack of mature pine trees for nesting. According to the FFWCC database the closest documented bald eagle nest is located approximately 3.8 miles northwest of the subject site. The subject site is outside of the consultation area of the Audubon's crested caracara and the site does not contain nesting habitat. The wood stork is listed as a Federally designated Threatened species. Without the presence of foraging habitat there is a low probability of woodstorks to frequent the site. The property does not provide suitable nesting habitat due to the absence of naturally forested wetlands. The site is, however, within the 18.6 mile core forage area of known wood stork rookeries as per USFWS. A gopher tortoise survey of the property was conducted with no gopher tortoises or gopher tortoise burrows observed during the site reconnaissance. The gopher tortoise is listed as a threatened species by FWC. If any gopher tortoises or gopher tortoise burrows are observed on the site during future site visits the tortoises will be relocated to avoid impacts from development activity. The eastern indigo snake is listed as a Federally -designated Threatened species. There is a low likelihood for the presence of the eastern indigo snake on the subject site due to the absence of habitat and gopher tortoise burrows. Standardized and specific construction awareness and notification procedures will be implemented for the protection of this species during site development. Non -listed wildlife and wildlife signs observed include raccoon, mourning dove, blue jay, and brown anole. A swarm of bees was observed in a beard formation on an earleaf acacia tree within the disturbed portion of the site. However no bee hive was observed. SUMMARY Native Uplands Field reconnaissance and mapping indicate that there is approximately 0.4 acre of native upland habitat in the southwest portion of the site. This habitat is labeled as upland scrub, pine and hardwoods on the vegetative cover map. Wetlands The site review did not identify any areas that would be considered jurisdictional wetlands or other surface waters under State or Federal criteria. Listed Species No state or federally listed wildlife species or indication of use by such species were observed during site reconnaissance. The property has been disturbed over the years by previous development and encroachment of exotic and nuisance species, and does not provide ideal habitat for the listed species of wildlife that are found in this region. 2581 METROCENTRE BLVD, SUITE 1 • WEST PALM BEACH, FL 33407 • 561-291-7950 PHONE WWW.EWCONSULTANTS.COM Page 250 of 686 Agenda Item #11. THE RESERVE AT TEQUESTA ENVIRONMENTAL ASSESSMENT REPORT Page 7 APPENDIX Maps and Figures: Figure 1: Location Map Figure 2: Quad Map Figure 3: Aerial Map Figure 4: FLUCCS Map Figure 5: USDA Soils Report 2581 METROCENTRE BLVD, SUITE 1 • WEST PALM BEACH, FL 33407 • 56 1 -29 1 -7950 PHONE WWW.EWCONSULTANTS.COM Page 251 of 686 Agenda Item #11. - Blowing Rocks 4'n rty St •ft Q 19 .-, 6W 707 County Line.Rd- 5 Mark St % d Robert St 'Wingo St v Russell St ov l L+ 0. 2 �`v- S 1 r w r ICE LA C? IL m iQ LA SSSLLL Dover Rd Tequesta Dr L (QdCQn St Bridge Rd 'C Church Rd � ,� � C72019 Microsoft Corporation 02019 HERE- LEGEND 0 1,000 Feet ® - SITE (6.0+/- AC) THE RESERVE AT TE UESTA NJ LOCATION MAP CONSULTANTS, INC_ EW CONSULTANTS, INC. FEB 2019 2581 METROCENTRE BLVD., SUITE 1 FIGURE WEST PALM BEACH, FL 33407 561-291-7950 PHONE 561-530-4908 FAx 1 WWW. EWCONSULTANTS.COM Page 252 of 686 Agenda Item #11. 1 LINE RD �5 Jupiter Island T\ned!an Rive, Lagoon ' Jupiter Sound 50 t' VILLAGE BLVD r o �o 4 30 T40S r r, WATERWAY RD USGS QUAD MAP "JUPITER", SECTION 30, TOWNSHIP 40 SOUTH, RANGE 43 EAST, VILLAGE OF TEQUESTA, PALM BEACH COUNTY, FL, LATITUDE, 26°58'07" LONGITUDE-80°05'17" LEGEND 0 1000 �- SITE (6.0± AC) ISCALE IN FEET' THE RESERVE AT TEQUESTA QUAD CONSULTANTS, INC. EW CONSULTANTS, INC. FEB 2019 2581 METROCENTRE BLVD., SUITE 1 FIGURE WEST PALM BEACH, FL 33407 561.291.7950 PHONE 561.530.4908 FAx W VW.EWCONSULTANTS.COM Page 253 of 686 Agenda Item #11. J Q COUNTY LINE ROAD Ir Ila T'll _ d F F' i /I MARTIN COUNTY AERIAL DATED 2018 0 200 SCALE IN FEET THE RESERVE AT TEQUESTA AERIAL MAP `oN u`TANT . IM1c EW CONSULTANTS, INC. FEB 2019 2581 METROCENTRE BLVD., SUITE 1 FIGURE WEST PALM BEACH, FL 33407 561.291.7950 PHONE 561.530-4908 FAX W W W. E WCONSU LTANTS. COM Page 254 of 686 Age a Item #11. d LLI UU) LL m d' $k y yam- U. �Ya. .. U) dm�� v W L7. z " - � .mac �,� . H � �` • � '� � � � w M Q`. W LU ► �, U f,. Q U — a 0 +1 cc) N a Ofir- fi—_ ti F' �> z .. 0>TQU Qf` �j ZQ�N r e� CIO., Z CO Z �. QZ0�JQ uj u O Oa0OJCnCn z � < uj t. r v v ii C.fl O rh co to 4 sojonpc-jpLsMgl !6jq&Hl Agenda Item #11. z z o _ M..TT,S .08 _ / M..TT,S .08 O O � N N M d O LL N U) Q LL] U) LLI O + jjj Uw irc b —m m� W �i ccrr U) Q N O E W U w d Of z Lu t ._ � O 2 - (.6 Z ( n M R . A In W > N x 8 N v a..i 0 Ln co ui 7! C N L N 0 r3 F cn dS c 2 y o. +O N • _.. L O R N y _ cn 7 C z Q Z U M „TZ,S oC� M„TZ,S oC� 08�£86Z 09£S86Z z oa£_ 06Z£86Z 09Z£86Z 0£Z£86Z OOZ£86Z "S• JI' z o �i �o - �o r� Page 256 of 686 Agenda Item #11. M O LL a^ U) a) U Q W W O ~ U Q U W N > a) Of m W E U ui tL Of W N H 75 U 0 Z W W J a O O N N U � � O Q U 0 U O N ON p N E a) .N � E yw� �- U) (n C E - )� CL O C N O a) N s a) (n O L.L E p (On -0 O a) y U) O -00 Q a) 0 U) (n 0 NE�� 'O (6 Z w E; M Ll w 7 N UT O� > O O a) 3 (U E L U y U) (U (u N N U 7 Q m a) Q (U N C y O w Q >+ N i U O U 0 2i O a) U (n U �- O _ N-0 Q E 3 .�.. 0 >+ N U .t0- O L U) O E �' N ayi .3 Us E o a) 0 m Q N E a� (U U _o_ N co ( E a)(U a) Q (n Q n tL y L C N Us Z E a) Q Ui U) O a) a�i a) ns Us a) a) rn o o J " C y Q a) a) 7 tl) Q>• O 'O OO-0 -0 U . ` s� E a O D O a O> Q o O V UaE_UaE La n U) O U U U) a) (n a) N O E O (n O 0 .Q a) U) U) O Q:5 - L - o °? N a) E m LL E U U 2 Q- Q m H O U U U- H U. U) y � y Q m LL U a L a L CL a Q >. O a) 2 y O a -yo O L d Q U) ° Z U) ° J m E a) m y o M O M ° O M a a m o O U) (o N > L_ O (n a4 yCL 2 6 � o a) U S a Q R LL R � O C � . m y C O y 0 .� O Q U) a° a° N E N a Q a o 0 o > > Q Q a a > Q a w R fl Q 3 Q o a fl Q U) >, = 3 3 y O `O tL `o O 2 o N E ° w O o (� o (� ° LU , a) Q _ o a) O- o `o U) a y - 3 O T w > > a as w o coi Y o a y Q o 0 (n (n 0 (n o O m o a m U O U c7 c7 J 'm J y o a o M m U) a U) o U) a o in U) U) w a S R ] ■ R u +p�� ✓ 1�y( ]LPL {i 0 � �� � -.. s': '; o° o i y y O O N N (0 a) N O N d M Z Page 257 of 686 Agenda Item #11. Soil Map —Palm Beach County Area, Florida THE RESERVE AT TEQUESTA Map Unit Legend Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI 41 St. Lucie -Paola -Urban land complex, 0 to 8 percent slopes 6.0 100.0% Totals for Area of Interest 6.0 100.0% k iSDA Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 2/26/2019 Page 3 of 3 Page 258 of 686 Agenda Item #11. Florida Power & Light Company FPL June 24, 2019 GENTILE GLAS HOLLOWAY O'MAHONEY & ASSOCIATES. INC. 1907 COMMERCE LANE. STE 101 BOCA RATON, FL, 33458 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 Page 259 of 686 Agenda Item #11. P—r ]E ,M 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 Page 260 of 686 Agenda Item #11. Department of ]engineering and Public Works P.O. Box 21229 West Palm Beach, FL 33416-1229 (561)684-4000 FAX: (561) 684-4050 www.pbcgov.com ■ Palm Beach County Board of County Commissioners Mack Bernard, Mayor Dave Kerner, Vice Mayor Hal R. Valeche Gregg K. Weiss Robert S. Weinroth Mary Lou Berger Melissa McKinlay County Administrator Verdenia C. Baker "An Equal Opportunity Affirmative Action Employer - June 3, 2019 Susan E. O'Rourke, P.E. O'Rourke Engineering & Planning 969 SE Federal Highway, Suite 402 Stuart, FL 34994 RE: The Reserve at Tequesta Project #: 190420 Traffic Performance Standards Review Dear Ms. O'Rourke: The Palm Beach County Traffic Division has reviewed the Reserve at Tequesta Traffic Impact Statement, revised May 31, 2019, pursuant to the Traffic Performance Standards in Article 12 of the Palm Beach County Unified Land Development Code (ULDC). The project is summarized as follows: Municipality: Tequesta Location: West side of US-1, about 600 feet south of County Line Road PCN: 60-43-40-30-00-001-0120; 60-43-40-30-00-001-0170 Access: One right -in -only and one right -out -only access driveway connections onto US-1 (As used in the study and is NOT an approval by the County through this letter) Existing Uses: Vacant Proposed Uses: Condo/TH = 69 DU New Daily Trips: 505 New Peak Hour Trips: 32 (7125) AM; 39 (24/15) PM Build -out: December 31, 2020 Based on the review, the Traffic Division has determined that the proposed development meets the Traffic Performance Standards of Palm Beach County. Please note an FDOT conceptual driveway pre -approval letter must be provided for the access connections onto US-1 for the proposed land use. Please note the receipt of a Traffic Performance Standards (TPS) approval letter does not constitute the review and issuance of a Palm Beach County Right -of - Way (RIW) Construction Permit nor does it eliminate any requirements that may be deemed as site related. For work within Palm Beach County RIW, a detailed review of the project will be provided upon submittal for a R/W permit application. The project is required to comply with all Palm Beach County standards and may include RIW dedication. printed on sustainable and recycled paper Page 261 of 686 Agenda Item #11. Susan E. O'Rourke, P.E. ,rune 3, 2019 Page 2 No building permits are to be issued by the Village after the build -out date specifi-d above. The County traffic concurrency approval is subject to the Project Aggregation Rules set forth in the Traffic Performance Standards Ordinance. The approval letter shall be valid no longer than aDe ear from date of issuance unless an application for a Site Specific Development Order has been approved, an a lication for a Site Specific Development Order has been submitted, or the approval letter has been superseded by another approval letter for the same rp opeM. If you have any questions regarding this determination, please contact me at 561- 684-4030 or email Qpari@pbcg©y.org. Sincerely, Quazi Sari, P.E. Senior Professional Engineer Traffic Division QB:ffA:is ec: Ms 11sa Lacarias„ Village Planner, Village of Tequesta I ianane .Akif, E.I., Project Coordinator II, Traffic Division Steve-Bohovsky, Technical Assistant III, Traffic Division File: General - TPS - Mun - Traffic Study Review F:ITRAFFICIHAIMUNICIPALITIESIAPPROVALS120191190420 - THE RESERVE AT TEQUESTA.D0CX Page 262 of 686 Agenda Item #11. Department of Environmental Resources Management October 22, 2018 By Email: scohen@capanoinc.com 2300 North Jog Road, 4th Floor West Palm Beach, FL 33411-2743 (561) 233-2400 FAX: (561) 233-2414 Stephen Cohen www.pbcgov.comlerm Royal Tequesta LLC 105 Foulk Rd. Wilmington, DE 19803 ■ RE: IN COMPLIANCE LETTER Royal Tequesta LLC, 746 N. US Hwy. 1, Tequesta Palm Beach County Board of County DEP Facility ID #9816491 Commissioners Palm Beach County — Storage Tanks Melissa McKinlay, Mayor Dear Mr. Cohen: Mack Bernard, Vice Mayor Hal R. Valeche A storage tanks inspection and file review were conducted at the above noted facility on or about September 18, 2018, by the Palm Paulette Burdick Beach County Department of Environmental Resources Dave Kerner Management. Based on the information provided during and following StevenL. Abrams the inspection, the facility was determined to be in compliance with the storage tank rules and regulations. Mary Lou Berger The County appreciates your efforts to maintain this facility in compliance with state and federal rules. Should you have any questions or comments, please contact me at (561) 681-3859 or County Administrator email, rdusky@pbcgov.org. Verdenia C. Baker Sincerely, ct��ix7 Roberta L. Dusky Storage Tank Program Supervisor Resources Protection rld:mc:kle An Equal Opportunity Affirmative Action Employer" Page 263 of 686 Agenda Item #11. Landscape Architects Planners ■ Environmental Consultants GENTMLE I GLAS I HOLLOWAY 101MAHONEY&A.dates,Inc. October 14, 2019 Nilsa Zacarias Village of Tequesta 345 Tequesta Drive Tequesta, FL 33469 RE: The Reserve; SPR 1-19 Dear Ms. Zacarias: LC-0000177 George G-Centile [ASL4 M. Troy Holloway ASLA Emily M. O'Mahoney IASLA Uodi Buckinaster Glas AIQ Pursuant to comments received from staff on September 24, 2019 based on a submittal of August 29, 2019 please accept this letter as a written response. Also, included with this letter are the revised plans, which address the comments where applicable. For your convenience we have prepared our responses in bold italics. SITE PLAN REVIEW ZONING REVIEW General Comments The subject development will be a fee simple. Homeowner Association documents, in a form acceptable to the Village Attorney, will be provided prior to the issuance of any building permits. — Ongoing • If the subject development will remain fee simple, the development must comply with Article VII — Planned Residential Development (PRD) requirements. Response: The proposed development will be under condominium ownership. Revise aesthetics of proposed site and buildings. The Reserve proposes minimum development standards in terms of landscaping, architectural buildings, and overall site design. The proposed development falls short of providing a sense of place to its future residents. Staff recommends to improve the following features: - Resolved • Entry into the community lacks of sense of arrival provided by landscape and/or architectural features (water fountain, trellis, etc.). Applicant provided additional landscaping. • Location of Unit Buildings on the site are repetitive and monotonous lacking of design and aesthetics. Applicant provided additional treatment to building facades toward the development. Applicant did not improve building facades toward Publix Plaza and Casa del Sol residences. • Open pervious areas are minimum lacking of quality green areas for the future residents. The proposed development appears a sea of concrete and asphalt. Applicant provided color site plan indicating green areas. Applicant provided two (2) benches and trellises as community amenity. Provide two (2) additional benches and trellises with following details: type, material and color. Indicate location of trash cans and dog stations on site plan: provide type, material and color. • Architectural elevations and rooflines emphasize the massiveness of the buildings. Applicant provided additional aesthetics (color and railing). Applicant did not improve roofline toward Publix Plaza and Casa del Sol. The South and North architectural elevations are highly visible from the shopping center and Casa Del Sol development. Both elevations need to improve its aesthetics and landscaping. Applicant provided additional landscaping. Applicant did not improve roofline toward Publix and 1907 Commerce Lane, Suite 101 Jupiter, Florida 33458 561-575-9557 561-575-5260 Fax www.2gho.com Page 264 of 686 Agenda Item #11. The Reserve Response Letter October 14, 2019 Page 2 of 12 Casa del Sol. 3. Clarify if the project will be developed in phases. — One Phases Resolved 4. Revise the "no. of bedroom" calculation from the below table on SP-2 - Resolved 5. Revise propose perimeter fence to comply with Code section 78-284. -Resolved R-2 Zoning District REQUIRED BY CODE PROPOSED COMMENTS Minimum Lot Size 10,000 sq ft. for first 2 multifamily dwelling 6.03 acres 262,654 sq. In compliance units plus 3,356 sq ft. for each additional ft. 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 dwelling units 12 units In compliance per acre. Max: 18 du per acre Minimum Living 1,100 sq. ft. for first 2 bedrooms plus 225 69 three (3) bedroom In compliance Area sq. ft. for each additional bedroom. Min. dwelling units. 1,325 sq. ft. for a 3-bedroom dwelling. Front Yard Main Structure: Main Structure: In compliance 25' 51.5' Accessory Structure: Accessory Structure: 25' 34.5' 40.3' Rear Yard 20' for main building Main Structure: 25' In compliance 10' for accessory building or structure Side Yard - North 7 % ` main and accessory structure Accessory: 7 %' In compliance Main: 16.5' Side Yard - South 7 % ` main and accessory structure 21' In compliance Max 37% 31.4% In compliance Lot Coverage 97,182 sq. ft. 82,945 sq. ft. Building Height 2 Stories/ 30' main building or structure 1 Buildings: 26' 9" In compliance Story/ 15' for any accessory building or Fitness structure Center/Restroom: 15' Parking Sec. 78-705 (8): 138 spaces Number of parking c. Multiple -family: Two spaces per dwelling 69 driveway spaces spaces in compliance unit. 138 parking spaces Min. Parking stall 19 guest spaces with Code. width 10' All proposed parking spaces are 10' x 18' P:7equesta - The Reserve 18-082MApplicationslSite Plan 20191Agency CorrespondencelThe Reserve Response Letter 10.4.19.docx Page 265 of 686 Agenda Item #11. The Reserve Response Letter October 14, 2019 Page 3of12 Landscape Open Min 30% 32.2 % 84,492 sq. ft. In compliance Space 78,796 sq. ft Fitness Center & Height: 1 story/15 ft. In compliance Restroom Swimming Pool Rear Setback: 7' Side Setback: 4 W Front Setback: 42.3" In compliance Provide child resistant barrier. Lights to be Barrier provided. located to reflect away from adjoining Pool Fence provided premises around pool perimeter. Sidewalks Per Sec. 78-331 (h)(7): Pedestrian walkways US Highway 1 Resolved. must be a minimum of 5 ft wide, parallel to sidewalks: 7-8' wide roadways and a min of 4' from edge of Interior Sidewalk: 4' roadway. sidewalks Walls/Fences Not to extend forward of the front of Perimeter wall height In compliance. building & not exceed 6' in height. 6' Main Access One way: Min. 15' Two way: Min 25' One way: 15' In compliance Driveway Two way: Min 20.5' to 25' Screening/location To be screened from public view, public Screened by shrubs In compliance of AC, mechanical, streets and abutting properties. Screening and setback complies pool equipment opaque in nature or composed of vegetation with setbacks and not to exceed 5' in height 11. Provide consistency between application form (page 5) and site plan data on SP-1. Review to ensure accuracy. Response: The application form has been updated, as requested. 6ar^ciii'cr iArrS e9 ial 1 00 7oi WhiGh e•XG-3ee9-1S 4 0-00 RLQ'; ,l„o,1 P:ITequesta - The Reserve 18-08201ApplicationslSite Plan 20191Agency CorrespondencelThe Reserve Response Letter 10.4.19.docx Page 266 of 686 Agenda Item #11. The Reserve Response Letter October 14, 2019 Page 4of12 14. Provide bollards in front of the proposed tot lot. - Statement provided. Response: This was a "recommendation" initially from CpL J. Franklin, who has since signed off on the site plan, as we did provide fencing around the tot -lot per his recommendation. We do not feel there is a safety concern or need for bollards around the tot -lot, as the speed limit within the community will be 20 mph max., and the tot -lot is sufficiently and safely buffered with a 6" raised curb, 4' walk and 4' alum. fencing. 1-5. IRG-11-44-9 the 1961ildiRg height t9 the PFGPG)6ed bWildiRg height ssearutie.p ef the Site Data. RLQ1;A1,4LQd- }�, << ,,{ }1, �G ,,{ LBtGvVerage n�aicaTatiA_.A-`�'vflhe.-FeG. bldg. 06 'I—r139 6 , � holle-ltt�.-ir`�i-rp�.rvivarri.�i 725 54 Resolved. 17. Label guest parking spaces on site plan (SP-1). Response: Guest spaces have been labeled on the plan, as requested. Architectural Drawings Comments 1. Revise table (indicates building, color, and railing) on sheet A3.02 to be consistent with balcony railing details. Response: Drawing A3.02 has been revised to clarify building / railing color scheme. 2. Provide garage dimensions on sheet A2-01. Response: Garage dimensions have been provided. Clarify the highlighted features (circle between door to garage and entrance of the home) on sheet A2- 01. Response: The closet in the garage is a mechanical closet for the water heater and air handler. SITE PLAN REVIEW Sec. 78-331. - Required; development standards; required facilities and infrastructure. By the terms of this chapter, all permitted uses in all zoning districts except R-1A and R-1, all special exception uses as approved by the village council, all planned residential development (PRD), planned commercial development (PCD), and planned mixed -use development (PMUD), all miscellaneous development and redevelopment, all subdivisions, and all uses or construction lying partially or entirely in special flood hazard areas shall comply with the following: (a) Site plan review is required. SPR APPLICATION UNDER REVIEW (b) Conceptual review of the overall development, if phased, is required. (c) The development shall conform to all minimum requirements of this chapter and any other applicable laws and regulations. SPR APPLICATION UNDER REVIEW (d) The development shall be compatible with the intent of the zoning district wherein it is proposed to be located and compatible with adjacent land uses. (e) No building permit shall be issued for the purpose of erecting any structure or building, or for structural alterations in any existing structure or building, until after the planning and zoning advisory board has reviewed and made recommendations to the village council, and the village council shall have finally approved the site plan in accordance with this section. However, for the items specified in section 22-53(b), the planning and zoning advisory board has final approval authority, and those items do not require further approval by the P:ITequesta - The Reserve 18-08201ApplicationslSite Plan 20191Agency CorrespondencelThe Reserve Response Letter 10.4.19.docx Page 267 of 686 Agenda Item #11. The Reserve Response Letter October 14, 2019 Page 5 of 12 village council. SPR APPLICATION IS CURRENTLY UNDER REVIEW. NO BUILDING PERMITS WILL BE ISSUED UNTIL VILLAGE COUNCIL APPROVAL IS OBTAINED. (f) No building permits or development orders shall be issued unless public facilities and services which meet or exceed the adopted level of service standards are available concurrent with the development impacts. Compliance with this requirement may be accomplished through one or more or a combination of the following processes: (1) Installation of all required public facilities/infrastructure/services prior to or concurrent with the development impacts. SITE IS LOCATED WITHIN URBAN SERVICE AREA OF VILLAGE & HAS ALL MUNICIPAL SERVCIES AVAILABLE (2) Phasing of all required public facilities/infrastructure/services: Statement Provided By local government (capital improvements element). By the developer (development agreements). (3) Phasing of the development. PROVIDE STATEMENT Response: The project will not be phased, it will be constructed at one time. (g) All proposed development and or redevelopment shall be coordinated with and/or obtain approvals and/or permits from the following agencies: (1) Palm Beach County Health Department. Statement Provided (2) Tequesta Fire -Rescue Department (Fire Marshal). Statement Provided (3) Loxahatchee River Environmental Control District (ENCON). PROVIDED (4) Department of Environmental Resources Management (DERM). Applicant: Statement Provided (5) South Florida Water Management District (SFWMD). Statement Provided (6) Florida Department of Transportation (FDOT). PROVIDE LETTER Response: A letter or permit will be provided when the design for this project has been completed, the permit application has been approved, and a permit is obtained. The Owner would like to have assurance with the Site Plan layout prior to proceeding with complete Construction Plans. (7) Reserved. (8) Metropolitan Planning Organization of Palm Beach County (MPO).. N/A _ (9) Palm Beach County Traffic Engineering Division. PROVIDED (10) Martin County Metropolitan Planning Organization. N/A (11) Martin County Traffic Engineering Department. N/A (12) Florida Power & Light Company. PROVIDED (13) Telephone service provider, as applicable. PROVIDED (14) Solid waste purveyor. PROVIDED (15) Tequesta Water Department. PROVIDED (16) Other municipal, county, state and/or federal agencies as may be applicable. Evidence of final acceptance of the development or redevelopment project by agencies listed in this subsection must be submitted to the village prior to review by the village council pursuant to section P:7equesta - The Reserve 18-08201ApplicationslSite Plan 20191Agency CorrespondencelThe Reserve Response Letter 10.4.19.docx Page 268 of 686 Agenda Item #11. The Reserve Response Letter October 14, 2019 Page 6 of 12 78-334(d). The applicant also provided an availability letter from TECO People Gas about gas service. (h) All new development and/or redevelopment must provide the necessary infrastructure to meet the following level of service standards. Each application submitted pursuant to this section shall be required to provide a certification from a licensed engineer in the state that the proposed development and/or redevelopment meets or exceeds the level of service standards for the listed infrastructure as follows: (1) Traffic (roads and rights -of -way). TRANSPORTATION CONSULTANT TRAFFIC STATEMENT Roadway Type (LOS) Standard Collector* C Urban minor arterials C Principal arterials C (LOS) Peak D, *Except Country Club Drive and Seabrook Road which are C D D 1 1 (2) Sanitary sewer. A central wastewater level of service standard of 108 gallons per capita per day is hereby adopted, and shall be used as the basis of estimating the availability of capacity and demand generated by a proposed development project. PROVIDE STATEMENT — Response: Please refer to the attached Sanitary Statement included in this resubmittal. (3) Drainage. A public drainage facilities level of service standard of a 25-year frequency, 24-hour duration storm event is hereby adopted, and shall be used as the basis of estimating the availability of capacity and demand generated by a proposed development project. As a general drainage requirement, each proposed project and/or site must maintain 95 percent of all stormwater runoff on -site. PROVIDE STATEMENT — Response: Drainage Statement has been included with this resubmittal. (4) Potable water. The following potable water level of service standards are hereby adopted and shall be used as the basis for estimating the availability of facility capacity and demand generated by a proposed development project: PROVIDE STATEMENT — Response: Please see Water Statement, which is included in this submittal. Average day water consumption rate: Residential 175 gallons/capita/day Maximum day water consumption (including irrigation): Residential 180 gallons/capita/day P:7equesta - The Reserve 18-082MApplicationslSite Plan 20191Agency CorrespondencelThe Reserve Response Letter 10.4.19.docx Page 269 of 686 Agenda Item #11. The Reserve Response Letter October 14, 2019 Page 7 of 12 Nonresidential* 3,030 gallons/acre/day (5) Recreation level of service standards table. PROVIDE STATEMENT Response: As stated in the project's justification statement, the proposed project provides for 13, 744 square feet of recreation space for the site. Area/activity (unit/popul, Neighborhood party Community parks Beaches Golf courses Tennis Basketball Baseball/softball Football/soccer Playground areas Beach access easements Classification standard 2 acres/1,000 2 acres/1,000 1 mile/31,250 9 holes/30,000 1 court/2,500 1 court/2,500 1 field/7,200 1 field/4,800 1 acre/3,600 1 per 'h mile of developed or redeveloped beach frontage (6) Fire flow requirements. All development and/or major redevelopment must provide the necessary infrastructure improvements for fire suppression, including adequate fire hydrant placement, to meet the development's fire flow requirements in accordance with NFPA #1, Uniform Fire Code, Florida edition. Statement Provided (7) Pedestrian walkways. All development and/or major redevelopment must provide a minimum five-foot wide continuous path of travel for pedestrians (sidewalks). Sidewalks shall be parallel to all roadway surfaces and be at least four feet from the edge of the roadway pavement. All sidewalk improvements shall be installed and maintained by the adjacent property owner. Location, set back, width and material shall be approved by the village. Statement Provided (i) Reserved (j) The development shall project for the reservation and preservation of existing and future rights -of- way as P:ITequesta - The Reserve 18-08201ApplicationslSite Plan 20191Agency Correspondence l The Reserve Response Letter 10.4.19.docx Page 270 of 686 Agenda Item #11. The Reserve Response Letter October 14, 2019 Page 8 of 12 may be determined by the village and in conformance with the county and village right -of- way protection plan. Statement Provided (k) Site plans shall be required which incorporate innovative urban, architectural, and/or engineering design of impervious areas (e.g., parking lots) to maximize the retention of rainfall to these areas which will increase the recharge of groundwater while reducing stormwater runoff. PROVIDE STATEMENT Response: The engineering for the site has been designed with exfiltration trenches that will provide percolation for the recharge of the groundwater and reduce the amount of stormwater runoff. (1) All new developments shall be required to limit post -development surface water runoff rates and volumes to predevelopment conditions. PROVIDE STATEMENT Response: The project will limit post -development surface water runoff rates and volumes to predevelopment conditions - see Drainage Report (m) All proposed new development and major redevelopment within the coastal building zone of the village must provide for the dedication of public access easements meeting the adopted level of service standards. N/A (n) All proposed new development and major redevelopment, as part of the site plan review and subdivision review process, shall submit a drainage/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 of chapter 50, article II, pertaining to environmentally sensitive lands. — PROVIDE STATEMENT Response: The Applicant provided a Phase 1 Environmental Assessment with the previous submittal, and the Village's environmental consultant has issued correspondence stating that there are no conditions that would warrant the prohibition of a multifamily use on the property. (o) New development and redevelopment shall not be permitted within the coastal high -hazard area of the village as defined in section 78-832 except in accordance with the mandates of chapter 78 article XII. — PROVIDE STATEMENT Response: According to Palm Beach County GeoNav, this development is not within a Coastal High Hazard Area (p) Notification of neighboring jurisdictions of any external impacts that a proposed project might have within those jurisdictions and assessment and mitigation of those impacts shall be required.— PROVIDE STATEMENT Response: As the site plan is further developed, the applicant will continue to engage the neighboring residents to keep them apprised of the project details. (q) Determination of needed public facility improvements shall be made during the site plan and/or subdivision review process and prior to the issuance of a development order and building permit. — PROVIDE STATEMENT Response: The Applicant acknowledges the above comment. (r) Stormwater management facilities including curbs, gutters, piping, culverts, ditches, etc., shall be provided based on engineering calculations and design standards to ensure that all drainage improvements are in conformance with chapter 74, article IV. SPR APPLICATION UNDER REVIEW (Ord. No. 42-13, § 1, 2-13-2014) P:ITequesta - The Reserve 18-08201ApplicationslSite Plan 201 Mgency CorrespondencelThe Reserve Response Letter 10.4.19.docx Page 271 of 686 Agenda Item #11. The Reserve Response Letter October 14, 2019 Page 9 of 12 BUILDING DEPARTMENT REVIEW Please see attached email from Mr. Jose Rodriguez, Village of Tequesta Building Official, referencing no comments. 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. Tom Jensen, P.E. from Kimley Horn Associates, referencing no comments. LAW ENFORCEMENT REVIEW Please see attached review email from Chief McGrew from the Village of Tequesta Police Department, referencing no comments. FIRE SAFETY REVIEW Please see attached review letter from Chief James Trube, from the Village of Tequesta Fire Department, referencing no comments. LANDSCAPE REVIEW Please see attached review letter from Mr. Stephen Parker, RLA, and Landscape Architect Consultant. ENVIRONMENTAL REVIEW Please see attached review letter from Mr. Jan Beernink, from Nutting Environmental of Florida, referencing no comments. Building Department Review Comments The Building Official has reviewed the above referenced project for ADA compliance regarding parking spaces, and for floodplain purposes. The parking spaces meet ADA compliance, and the property is not within the special flood hazard area. Please let me know if you have any questions. Traffic Engineering Review Comments William Grieve, P.E. from McMahon Associates, Inc. Traffic Statement 1. In the "Lane Geometrics" section, please revise as the following: "North Old Dixie Highway is a two-lane undivided arterial from County Line Road to Village Boulevard, a three -lane undivided arterial [two (2) southbound and one (1) northbound lanes] from Village boulevard to Tequesta Drive, and a four -lane..." Resolved The site plan attached in Appendix A does not match with the site plan dated April 18, 2019 which was included in the package received as part of the review. Please revise analysis based on the latest site plan. Resolved New Traffic Analysis Review Comment 1. Page 9 Driveway Analysis, Indicates the north driveway is "right-in/right-out". Please revise driveway is right - in only. Resolved Site Plan Review (Traffic and Parking) 1. Per City Code Section 66-336, sidewalks, pathways and crosswalks shall be five feet in width or greater. Applicant's discussion with planning staff was verified, regarding the 4' walk being acceptable. No further comment. Resolved. P:1Tequesta - The Reserve 18-082MApplicationslSite Plan 20191Agency CorrespondencelThe Reserve Response Letter 10.4.19.docx Page 272 of 686 Agenda Item #11. The Reserve Response Letter October 14, 2019 Page 10 of 12 2. Indicate on the site plan the location of "Do Not Enter" signs eastbound at the one-way ingress and at the one-way egress onto U.S. Highway One. Control signs and markings shall be in conformance with all current state, county, district and village requirements. Resolved. 3. Is there sufficient turn around area provided for vehicles traveling north or south on Royal Palm Circle without using the last driveways on the street? Per Village Code Sec. 66-190 dead-end streets are prohibited except where appropriate as stubs to permit future street extensions into adjoining unsubdivided tracts or when designed as culs-de-sac. If a dead-end street is of a temporary nature a similar turnaround may be required and provision made for future extension of the street into adjoining property, as may be required by the village. — COMMENT WITHDRAWN Resolved. 4. What modifications are proposed to the existing bike lane/buffer on U.S. Highway One at the ingress and egress to the property? Resolved. 5. A Florida Department of Transportation (FDOT) permit is required and must be secured prior to the issuance of a building permit. — FDOT Driveway Connection Permit received. Resolved. Sewer, Drainage, and Water Review Comments — Tom Jensen, P.E. from Kimley Horn Associates Drainage 1. Provide a demolition plan to show removal of existing drainage on -site. The addition of Sheet C-13, Demolition Plan, addresses this concern. 2. The on -site drainage will be private, and not owned or maintained by the Village. The Developer concurred with this response, 3. The site grade elevations from west to east vary by more than 9ft. How are we maintaining drainage on -site, and not impacting drainage within US1. The Developer's Engineers response as to the number of catch basins proposed from west to east and the FDOT's recent permit issuance addresses our concerns as stated above. 4. The provided exfiltration is in direct conflict with water and sewer services, provide detail on how these conflicts will be addressed. The notes added to the drawings address our concerns. Water 1.Check exfiltration conflicts noted above. The notes added to the drawings address our concerns. 2. Provide a demolition plan to show removal of existing water system on -site. The addition of Sheet C-13, Demolition Plan, addresses this concern. 3. Per the layout shown, we assume that the water system, up to the water meters will be owned and maintained by the Village. The easements shown do not reflect that, please confirm and revise accordingly. The revised easement layout addresses our concerns 4. Make use of a less obtrusive tree in the landscape area where the meters are located (visit Tequesta Oaks to see the issues we are now dealing with at meter locations due to the trees). At a minimum, P:ITequesta - The Reserve 18-08201ApplicationslSite Plan 2019L4gency CorrespondencelThe Reserve Response Letter 10.4.19.docx Page 273 of 686 Agenda Item #11. The Reserve Response Letter October 14, 2019 Page 11 of 12 provide a root barrier and copper water services. We concur with the use of a root barrier around the trees where water services are being installed. We recommend (but does not impact our approval) that the Developer still make use of copper piping from the meter to the house to avoid any future service breaks down the road, even with the use of the root barrier. Response: The applicant will use PVC Piping from the meter to the proposed units. 5.Will require a hold harmless arrangement for areas where the water system is installed under pavers, so the Village is not obligated to replace them if a main repair is required. The Engineer concurred with this statement, but we will require a formal acknowledgement from the Developer to ensure the Village is not responsible for the pavers. Response: Acknowledged. 6.Suggest that the existing water connection within US1 be the water source for this project, adjust plans accordingly. The Engineer addressed this concern in the revised plans 7.The current water service tie in at US1, note that we do not allow size on size taps (see note above). The Engineer addressed this concern in the revised plans. 8.Valves at all intersections are required, and sample points will also need to be shown. The valves added now address our concerns, but sample points will be required at points of connection. The sample points will not impact our approval of this DRC resubmission, as the Health Dept. will require them. Response: This will be handled at time of building permit. 9.The fire hydrant at Sta. 0+89, reconfigure the layout to allow for the Clubhouse water service to not come off the hydrant lead. Look at placing the Clubhouse water meter/backflow assembly adjacent to this hydrant. The plan revision addresses our concern. 10. Minimum water main size is 6-inches. The plan revision addresses our concern. 11. The Casa Del Sol tie in at the northwest corner needs to be revised to reflect the correct tie in location, existing valves are 40ft west. The plan revision addresses our concern. 12. To assist with fire flow, plan on another connection to an existing main in the southwest corner, where the Village has an existing main in an easement within County Line Plaza. The plan revision addresses our concern. Law Enforcement Review Comments Corporal Jonathan Franklin, from the Village of Tequesta Police Department After reviewing the plans and the recommendations made by Cpl. Franklin, it appears the new plans addressed Cpl. Franklin's concerns. Fire Safety Review Comments Chief James Trube, from the Village of Tequesta Fire Department The fire department completed the review of the applicant's response to our comments and find the response is satisfactory. All Fire Department concerns have appropriately addressed in the latest proposal. P:ITequesta - The Reserve 18-082014pplicationslSite Plan 20191Agency Correspondence l The Reserve Response Letter 10.4.19.docx Page 274 of 686 Agenda Item #11. The Reserve Response Letter October 14, 2019 Page 12 of 12 Landscape Review Comments Stephen Parker, RLA, Landscape Architect Consultant The applicant has responded that the requested irrigation plan shall be provided prior to receiving any construction permits. This is acceptable. Resolved. Provide a tree preservation barrier detail noting measures that will be implemented to preserve existing trees Response: Please refer to sheet LP-2 for Tree Protection Detail. 4. Provide mitigation for removal of .4 acre of upland scrub, pine and hardwoods. Based on the tree survey, a number of existing Sabal Palms, Oaks and Pines exist in this area. Provide a new area or areas of native plantings to replace this plant material. Recommend converting as close as possible to .4 acre of (17,424 s.f.) of open lawn areas to native planting zones. The Village of Tequesta Code encourages the principles of Florida Friendly landscaping per Sec. 78-391 & 392 which, among other items promotes water conversation and vegetation protection objectives by providing for the re-establishment of native plant communities. The conversion of open lawn areas which often require extensive watering, to natural areas with minimal watering requirements will help achieve these principles. Response: As discussed, although not required by the above cited code section, the Applicant has provided scrub vegetation plantings in the southeast corner of the site. Please refer to sheet LP-2. Environmental Review Comments Jan Beernink, from Nutting Environmental of Florida, Inc. It is NEF's opinion that the Response Letter and additional information provided by Gentile Glas Holloway O'Mahoney & Associates, Inc., appropriately addresses NEF's comments in NEF's correspondence dated May 16, 2019. The provided information did not identify evidence of the presence of contamination at the subject site. As such, based on the provided information, it is NEF's opinion that no conditions have been identified that would warrant the Village of Tequesta to prohibit the use of the property as a multi -family residential property, due to the presence of contamination. Should you have any questions regarding the resubmittal please do not hesitate to contact me at 561-575-9557 or email me at troves-2gho.com . Respectfully, Gentile Glas Holloway O'Mahoney & Associates, Inc. M. Troy Holloway, PLA, ASLA, LEED®AP, BD&C Partner P:7equesta - The Reserve 18-08201ApplicationslSite Plan 201 Mgency CorrespondencelThe Reserve Response Letter 10.4.19.docx Page 275 of 686 Agenda Item #11. boo .� A 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 Page 276 of 686 Agenda Item #11. -AM 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 a carbon -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-ml 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 Page 277 of 686 Agenda Item #11. -AM 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. Page 278 of 686 Agenda Item #11. in,1� �1 U Ut1 i 0 61Gt Gdl l r low. 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 backfiill of the tank field following removal of the UST, AWSE installed a temporary monitor (MW-1) well in a location in the center of the tank. Laboratory analysis of groundwater samples from MWA 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. 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 pursuant to certification by the State of Florida to provide engineering services (Certificate of Authorization No. 9904) and in accordance with procedures stated in FDEP's SDP-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. AWSE, 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, AIR, WATER & SOIL ENGINEERING, INC. Curtis L. Dokken, P.E. # 51350 Expiration: 2/28/2,017 3304 Pebble Beach Dr. Lake- Worth, FL 33467 (561)282-8434 Page 279 of 686 Agenda Item #11. FIGURES Page 280 of 686 e v 0 Ld ul Iedo4ni b a u � ,( auiU,rsed . U 3 i J Club Pr � a 9 � w 4g# QS ry 4 � '�15 ytES+f CL Ga G Z O I— U O LU U) OFF WrIl ag DAV JawLunS Venus Ave t 3-� G T.5 C y, Ln s. T- C } O 4 LL mOf �yv�y�i1e Dr Q 9U W Z W co ~ v ti 011 41 PD]Ftt =3 LT Id R�[7 �7 V •L i i N W .> — 0 � Point� m M t�°` m LL iz L O Y Q c) J Ae 617 U ro 0 Z U 3 Lii w o G a N vs .I •�- I N LL ' �OE� PLK f S' � I j� ISOO CO ' w w w w0 ..r I IQ �Q J Q w w „- ' w a I a� O � J Q Q Q J LL 2 w = W V) D Z LU w w � w O w N a co t1 w w w d L Q % G) Q i N W 0 O 0 C0 Cl06 m LL J � d Q d V N L O Y Q Cl) J Q w w w co Z U K n � Q N Agenda Item #11. TABLES Page 283 of 686 Agenda Item #11. 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 Conc. (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 6 <1 NRT <1 white quartz sand 1 - - Concrete 9/11/2018 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 I 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 Page 284 of 686 Agenda Item #11. 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 e Corresponding Net OVA Response (ppm) Detected Parameter Reported UnitFMT.Ll Effective/Sampling Date F 09/11/18 EPA Method 8260 Benzene mg/kg 0.007 0.0001U Toluene mg/kg 0.5 0.0002U Ethylbenzene mg/kg 0.6 0.00021J Xylenes, Total mg/kg 0.2 0.00021J MTBE mg/kg 0.09 0.00021J FL PRO TRPH mg/kg 1 340 37.7 EPA Method 8270 Acenaphthene mg/kg 2.1 0.021J Acenaphthylene mg/kg 27 0.04 U Anthracene mg/kg 2500 0.02 U Benzo(a)anthracene mg/kg 0.8 0.04U Benzo(a)pyrene mg/kg 0.1 0.05 U Benzo(b)fluoranthene mg/kg 2.4 0.04U Benzo(g,h,i)perylene mg/kg 2500 0.06U Benzo(k)fluoranthene mg/kg 24 0.02 U Chrysene mg/kg 77 0.021J Dibenz(a,h)anthracene mg/kg 0.7 0.08 U Fluoranthene mg/kg 1200 0.03 U Fluorene mg/kg 160 0.031J Indeno(1,2,3-cd)pyrene mg/kg 6.6 0.04U 1-Methylnaphthalene mg/kg 3.1 0.01U 2-Methylnaphthalene mg/kg 8.5 0.021J Naphthalene mg/kg 1.2 0.021J Phenanthrene mg/kg 250 0.01U Pyrene mg/kg 1 880 11 0.021J NOTES: bls = Below Land Surface OVA Response -Organic Vapor Analyzer Response expressed as pans 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) 0.00021J = Analytical result with "U" indicates constituent was below laboratory minimum Method Detection Limits (MDLs) mg/kg = milligrams per kilogram (ppm) Page 285 of 686 Agenda Item #11. 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 0.66OU Ethylbenzene ug/L 30 300 0.730U Xylenes, Total ug/L 20 200 0.87OU 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)anthracene 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 0.341U 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 0.005OU Fluoranthene ug/L 280 28000 0.01000 Fluorene ug/L 280 28000 0.217U Indeno(1,2,3-cd)pyrene ug/L 0.05 5 0.05000 1-Methyl naphthalene ug/L 28 280 0.285U 2-Methyl naphthalene ug/L 28 280 0.288U Naphthalene ug/L 14 140 0.147U Phenanthrene ug/L 210 21000 0.2150 Pyrene ug/L 1 210 1 21000 11 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 NDS = 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 Page 286,of 686 Agenda Item #11. ATTACHMENT A REGULATORY COORESPONDENCE Page 287 of 686 m e � o o sec c 0 ^'�ontal Pr 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 746 N US HWY 1 TEQUESTA, FL 33469 Latitude: 26' 58' 7.312" Longitude: 80' 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 Activity Opened 09/12/2018 Page 1 of 5 MaR1yge(15*p61686 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 Activity Opened 09/12/2018 Page 2 of 5 MaR1ygeC15*p61686 Added Date 09/12/2018 Added Date 09/12/2018 Tank Added Date 09/12/2018 Excavation Site Tank Added Date 09/12/2018 Excavation site Activity Opened 09/12/2018 Page 3 of 5 MaR1ygeC29*p61686 Added Date 09/12/2018 Tank Disposal Receipt ado rif I AN a o n _ a o , a�mogm woa s N �ooM� Added Date 09/12/2018 Contractor Removal Form Department Gt Environmental Protettion .®..,.�...a.,,..�.,,..,.,�.,m . ZZz- 1n,,2 w,a� ul . Ddl 9iA wAhreS„'/6.°m'.�nuc. i..r- F�Cf_ /.,15678i Added Date 09/12/2018 Signature PETROLEUM STORAGE TANK COMPLIANCE INSPECTION PALM BEACH COUNTY DEFT. OF ENVIRONMENTAL RESOURCES MGMT. INSPECTOR&INSPECTION REPRESENTA GNATURES GONFIRMINGA PETROLEUM STORAGE TANK CCMPLIANCE INSPECTION WAS PERFORMED: MSPecmR E(NiAE ENAME. R C/�,Jr-T is N �J "734 -�36Nus Hwy2 � II iuR roeP log 3v-4slk4gi s A�oonroxAL WFD. Added Date 09/12/2018 Site Map Activity Opened 09/12/2018 Page 4 of 5 MaR1ygeC29*p61686 Added Date 09/12/2018 Site Map Activity Opened 09/12/2018 Page 5 of 5 MaRygBC24pfiraH Agenda Item #11. ATTACHMENT B PHOTOGRAPHS Page 293 of 686 Agenda Item #11. UST Excavation Area September 10, 2018 NOW 'r r 1 r. 1. 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 Page 294 of 686 Agenda Item #11. of:50 UST Being Placed on Visquene. September 11, 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 Page 295 of 686 Agenda Item #11. M 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 Page 296 of 686 Agenda Item #11. AWS Engineering, Inc. 3304 Pebble Beach Dr. Lake Worth, FL 33467 Telephone: 561-282-8434 Temporary Well Installation September 14, 2018 Site Restoration September 14, 2018 Royal Tequesta, LLC UST Removal 746 N US Hwy 1 Tequesta, Floida Photos Page 297 of 686 Agenda Item #11. ATTACHMENT C DRUM DISPOSAL MANIFEST Page 298 of 686 cliff perry, Incorporated plulronmental 5enrlces P.O. Box 13079 Ft Lauderdale, FL 33316 C81 1 Boo ®99 7745 IN CASE OF EMERGENCY CONTACT 3E@ 800-451-8346 DISPATCH TICKET 1. Generator's US EPA ID No,: FLCESQG 2. Generator Site: ROYAL TEQUESTA LLC 746 US HWY 1 TEQUESTA FL33459 4. Generator Phone: 954-557-5016 5. Transporter Name/Phone: 954-763.3390 Cliff Berry (DANIA) EPA ID# FLR000083071 Manifest Doc #: 202753 PO#: 3, Bill To: ROYAL TEQUESTA LLC 746 US HWY 1 TEQUESTA FL, 33469 Contact Name. PATRICK MCDERMOTT ,CDSGLOBAL@YAHOO.COM C©ntani Prior # 954-Sri?-5f71fi Generator Contact. PATRICK MCDERMOTT 6. Designated Facility/Phone: 800-899-7745 MIAMI PLANT 3033 NW NORTH RIVER DRIVE MIAMI FL, 33142 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 Drlver,(Tech. jr�Gh� Scheduled Date of Wof4 -. 09127N2a1$ Scheduled Time. 8, Work Site Remarks:2f1o� of Payment: CIA I Ime Left Yard (Start). Time Arrived On Site: Time Left Site: I Time Arrived At Yard (Stop 1 9. PROPER SHIPPING NAME/DESCRIPTION M HA-7 Lp CLASS # a "Non -Hazardous Solid, (Sand -Soil -Grit and Petroleum Spirit)" 10. SPECIAL HANDLING INSTRUCTIONS: Date' PKG, CONTAINERS GP No TOTAL UNIT TYPE QTY WttVol 3 DM 155,00 %,1mrt r IrI1,N I Il1N: This is to certify that the above named materials are properly classified, desenbed. packaged, marked and labeled, and are in proper condition for transportation according to the applicable regulation of the Department of Transportation. I certify the materials label e , above on this manifest are not subject to federal reoulati0ns for reDod,no orooer dlsaosal of Hazardous Waste, TERMS 8 CONDITIONS: Customer agrees that work has been performed satisfactorily Payment is due upon completion of services. Where CBI extends credit, a charge of 1-112% per month , 18°4 per annum, will be added to balances unpaid 30 days after date of invoice. Collection costs andlar reasonable attorneys fees will be due in the event any collection process becomes necessary. This is not an invoice, but merely an estimate of charges. Applicable taxes. tariffs and fuel surcharges will be forwarded on invoice. me ype ame Signature g M.,..rw r,,... 12. Transporter Acknowledgement of Receipt of Materials PrintedrTyped Name Signature Month ay Year 13. Facility Owner or Operator: Certification of receipt of materials covered by this manifest. Pa e 299 Of Prjnt€dlTyped Name Signature Month Dav Yoar Agenda Item #11. ATTACHMENT D ANALYTICAL RESULTS CHAIN OF CUSTODY Page 300 of 686 Agenda Item #11. -- _ Palm Bead? Environmental :-' Labor odes Inc. l i y i 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: - TN 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 301 pf eQQA Agenda Item #11. r Palm Beech Er&onrrentall f ,Sf Laboratories ire 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 Description: Bottom Lab ID: 0016833-01 Sampled: 09/11/18 09:30 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 PQL 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 0/a 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 Q 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-Methylnaphthalene 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-Methylnaphthalene 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 302 q&QN Agenda Item #11. r Palm Beech Er74ranmentall f ,Sf Labor rigs ire 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 Description: Bottom Lab ID: 0016833-01 Sampled: 09/11/18 09:30 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 PQL 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 Q 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 CAS # Parameter NA %Solids Results Q Units Method DF MDL Q 97.0 % Calculation 1 1.0 1.0 Extraction Analysis Date Date Analyst 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 303 qt QC A Agenda Item #11. Undetected Palm Beech Ernr3ronrretall Laboratories irr— Notes and Definitions 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 304 q&QN r V O V1 :G O DO v ti zI] C I `(� VV � U y CY IWA NO 1 .J z S p-11. H � w v J SJ s - if " — 14 'T t z;=FPaa 35 6 Agenda Item #11. -- _ Palm Bead? Environmental ,:- Laboratories Inc. i 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, vD-- -_sz.` �--- - - 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 306 p &CFA Agenda Item #11. r Palm Beech Er&onrrentall f ,Sf Laboratories ire 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 PQL 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 PQL 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-Methylnaphthalene 0.288 U ug/L EPA 3510C / 8270 1 0.288 10.0 09/17/18 09/17/18 PLS 90-12-0 1-Methylnaphthalene 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 307 pf eQaA Agenda Item #11. r Palm Beech Er74ranmental f ,Sf Laboratories ire 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 PQL 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 Q 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 CAS # Parameter NA FLPRO Total Extraction Analysis Results Q Units Method DF MDL PQL Date Date Analyst 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 CAS # Parameter Results -Q Units 7439-92-1 Lead 0.001 JEE, U mg/L Method DF MDL POL EPA 6010 1 0.001 0.010 Extraction Analysis Date Date Analyst 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 308 pf eQaA Agenda Item #11. r Palm Beech Ernr3ronrretall f ,Sf Laboratories ire 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 # 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 309 pf QaA nda Item #11. 4 fr f F tot i .C7. l r+rp B � t 1 YOA A rf ri L y V �lill',JII(17 NO z pualii.d ('q9�, -NZ L { Nj k V i v V ' N Agenda Item #11. ATTACHMENT E GROUNDWATER SAMPLING LOG Page 311 of 686 Agenda Item #11. Form FD 9000-24 GROUNDWATER SAMPLING LOG SITE SITE�]j NAME. LOCATION T /Z WELL NO: T(/(f r SAMPLE ID` eAf DATE: PHRGING U)ATA WELL DIAMETER (inches) ( TUBING f/ DIAMETER (inches). ! L WELL SCREEN INTERVAL DEPTH: /d feet to feet STATIC DEPTH I TO WATER {feet): 1 PURGE PUMP TYPE OR BAILER WELL VOLUME PURGE: 1 WELL VOLUME _ (TOTAL WELL DEPTH - STATIC DEPTH TO WATER) X WELL CAPACITY (only fill out If applicable) )r� 1 = i-r`//�� ° U � feet - feet X 0' d allonslfoot = � + `gallons EQUIPMENT VOLUME PURGE: 1 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 DEPTH IN WELL (feet) FINAL PUMP OR TUBING 1 DEPTH IN WELL ffeet). ! PURGING INITIATED AT I f . Z� PURGING ENDED AT: �/ TOTAL VOLUME PURGED (gallons): 3i7_z) TdME VOLUME PURGED (gallons) CUMUL VOLUME PURGED (gallons) PURGE RATE (gpm) DEPTH TO WATER (feet) PH (standard units) TEMP. (°C) COND. (circle units) µmhoslcm or CM DISSOLVED OXYGEN (circe units} o mg/L or � saturation TURBIDITY (NTUs) COLOR (describe) ODOR (describe) r7`j- f d c' o v 0, fC> �. . ?�_ 7. r o -1 WELL CAPACITY (Gallons Per Foot). 0.75" = 0.02 1" = 1.25" = 0.06, 2" = 0.16: 3" = 0-37, 4" = 0 55'. 5" = 1.02: 6" = 1.47, 12" = 5.88 TUBING INSIDE DIA. CAPACITY Gal./Ft.: 1f8" = 0.0006, 1_6- - 0.0014' 114" = 0 0026; 5116" = 0,0044 318" = 0.006, 112" = 0.010. 5I8" = 0,016 PURGING EQUIPMENT CODES: B = Bailer, BP = Bladder Pump, ESP = Electric Submersible Pump. Penstaltic Pump; O = Other (Specify) J,1»1L[ell 11117_rCl S PLEDBY PRINT) I AFFITION R(S} TU (S: SAMPLING INITIATEDAT f �, SAMPLING ENDED AT. l J r PUMP OR TUBING DEPTH IN WELL (feet) TUBING MATERIAL CODE: FIELD -FILTERED: Y FILTER SIZE: µm Filtration Equipment Type: FIELD DECONTAMINATION. PUMP Y 6j TUBING Y DUPLICATE, Y N SAMPLE CONTAINER SPECIFICATION SAMPLE PRESERVATION INTENDED ANALYSIS ANDIOR METHOD SAMPLING EQUIPMENT CODE SAMPLE PUMP FLOW RATE (mL per minute) SAMPLE ID CODE # CONTAINERS MATERIAL CODE VOLUME PRESERVATIVE USE❑ TOTAL VOL ADDED IN FIELD mL FINAL H -- 6, V0 o I_ & I jw - 1,7 G� REMARKS MATERIAL CODES: AG = Amber Glass. CG = Clear Glass. PE = Polyethylene: PP = Polypropylene: S = Silicone; T = Teflon, O = Other (Specify) SAMPLING EQUIPMENT CODES: APP = After Penstaltic Pump. RFPP = Reverse Flow Peristaltic B = Bader, BP = Bladder Pump; ESP = Electric Submersible Pump. Pump. SM = Straw Method (Tubing Gravity Drain), 0 = Other (Specify) nv I w. A. I n6 4Wvr UV nuT cunsuw[e an vT the mrormauon requires oy L napter oZ-iou, 2. STABILIZATION CRITERIA FOR RANGE OF VARIATION OF LAST THREE CONSECUTIVE READINGS (SEE FS 2212 SECTION 3) pH: ± 0.2 units Temperature: + 0 2 °C Specific Conductance- + 5% Dissolved Oxygen: all readings t 20% saturation (see Table FS 2200-2). optionally, + 0 2 mg1L or + 10% (whichever is greater) Turbidity: all readings < 20 NTU; optionally + 5 NTU or + 10% (whichever is greater) Revision Date: February 12, 2009 Page 312 of 686 Agenda Item #11. Stormwater Management Report For The Reserve At Tequesta Tequesta, Florida 03-08-2019 05-08-2019 Prepared By: Jeff H. Iravani, Inc. Consulting Engineers 1934 Commerce Lane, Suite 5 Jupiter, Florida 33458 Tel: (561) 575-6030 Fax: (561a.575-6088 igitally signed by Jeff H Iravani INC PE License No. 33155 DN: C=US, Jeff H I—anl INC PE License No. 33155 E=jhi@bellsouth.net, O=Jeff H. Iravani INC, CN=Jeff H Iravani INC PE License No. 33155 Date: 2019.08.14 09:45:59-04'00' Jeff H. Iravani, P.E. Florida Registration # 33155 COA # 6986 Page 313 of 686 Agenda Item #11. The Reserve at Tequesta Introduction Stormwater Management Report 5-08-19 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. The drainage positive outfall shall be provided by a bubble up inlet near US HWY-l. Section 30, Township 405, Range 43E, Village of Tequesta, Palm Beach County, Florida Site Data Item Proposed Acres Percentage Project area 6.03 100% Building area 1.89 31.3% Pavement & SW 2.20 36.5% Total Impervious 4.09 67.8% Pervious 1.94 32.2% Water Quality V (Req, VOT) _ (5yr-ldy) x %imp x A = 6.45"/12 x 67.8% imp x6.03 ac = 2.2 A-F Vprop =2.51 A-F @ EL 16.0 see stage/storage data 5yr-24hr storm peak stage Min Pavt EL 25yr-72hr storm peak stage Min perim berm EL 100yr-72hr storm peak stage F.F.EL Water Table 14.29 FT, NAVD 15.0 FT 16.82 FT 16.9 FT 18.74 FT 19.0 FT The water table is minimum of 15 ft below surface below the surface. HWT of 3.5 FT, NAVD is assumed 2 hag'V314 of 686 Agenda Item #11. The Reserve at Tequesta Stormwater Management Report 5-08-19 Utilities Village of Tequesta & Loxahatchee River Environmental Control District will be providing water & wastewater services to this project. Off -site Drainage There is no off -site Discharge into this parcel. Wetlands There is no wetland on this parcel. Pre/Post Dev-Development Q (PRE) = CIA Where; C = 0.3 I = I max 25yr-3days = I 60.50hr - I 59.5hr = 10.41-6.49 = 3.92 IN A= 6.03 ac Q(PRE, 25yr-3day) = 0.3 x 6.03 ac x 3.92"= 7.09 cfs Q (PRO, 25yr-3day) =1.68 CFS (see drainage calc's) Irrigation Groundwater shall be used for irrigation purposes. 3 hag'V315 of 686 Agenda Item #11. The Reserve at Tequesta Exfiltration System Varibles #'s Length Req'd (L)= 354.0909 Storage ac-in (V)= 27.12 _ Depth to WT (H2)= 3 _ Width of Trench (W)= 7 _ Sat depth (Ds)= U Hydraulic Cond (K)= 2.46E-03 Un5at depth (Du)= 3.5 Dug= 12.25 #2 Volume proposed (ac-in) 3S.29525 (Prposed)Length 500 depth (H2) 3 _ Width 7 _ Sat Depth Ds 0 Hydraulic K 2.46E-03 Unsat Depth Du 3.5 11w Stormwater Management Report 5-08-19 TYPICAL EMILTRATION TRENCH Ifench depth L= V K (H2W + 2H2D ® D ` + MlDs) + (1.39 x 10—) WDL� L = Length of Trench Required (feet) V = Volume Treated {acre — inches) W = Trench Width (feet) K _ Hydraulic Canductivity (Cfafft.2 —ft. head) 'H2 = Depth to Water Table (feet) D� = Nan -Saturated Trench Depth (feet) Ds = Saturated Trench Depth (feet) 4 hape316 of 686 1 lr l 7' 't � y �. •M: 11j1H� t�4..� . ti deer -� he Reserve at quAssta Y R mp of RaoN f 4yC�lEi,,3 y l Agenda Item #11. 111 S.F.W.M.D. INPUT DATA ----------------------- PROJECT NUMBER 1274 PROJECT NAME The Reserve at Tequesta PROJECT DESCRIPTION Residential COMPONENT AREAS 6 Component Type Starting Ending No. -------------------------------------------------------------------------------- Name o Impervious Storage Elev. Area Elev. Area 1. Dry Det 0 L 1.4.00 ft. 0.00 ac. 19.00 ft. 0.06 ac. 2. Exfiltration 100 I, 16.00 ft. 0.00 ac. 16.50 ft. 0.00 ac. 3. Building 100 N 19.00 ft. 1.90 ac. N/A N/A 4. Pavt 100 L 14.30 ft. 0.00 ac. 23.10 ft. 1.33 ac. S. dwy 100 L 18.90 ft. 0.00 ac. 23.50 ft. 0.86 ac. 6. Pervious 0 L 14.30 ft. 0.00 ac. 23.50 ft. 1.88 ac. WET SEASON WATER TABLE 3.50 ft 3 YR./24 HR. RAINFALL 5.30 in 5 YR./24 HR. RAINFALL 6.50 in 10 YR./24 HR. RAINFALL 7.50 in 25 YR./24 HR. RAINFALL 9.57 in 100 YR./24 HR. RAINFALL 11.77 in DISCHARGE CANAL NAME US-1 MAX ALLOWABLE DISCHARGE 6.60 cfs LENGTH OF DISCHARGE PIPE 18.00 ft DIAMETER OF DISCHARGE PIPE 18.00 in N-VALUE OF DISCHARGE PIPE 0.0130 WEIR CREST ELEVATION 16.50 ft WEIR WIDTH 3.00 ft ORIFICE ELEVATION 0.00 ft ORIFICE HEIGHT 0.001 ft ORIFICE WIDTH 0.001 ft EXFILTRATION STORAGE 3.00 ac ft EXFILTRATION TRENCH DEPTH 6.00 ft Page 318 of 686 Agenda Item #11. The Reserve at Tequesta STORAGE DATA Dry Det = 0.06 ACRES @ 00-8 IMPERVIOUS = 0.O0 ACRES Exfiltration = 0.00 ACRES @ 100% IMPERVIOUS = 0.00 ACRES Building = 1.90 ACRES @ 100% IMPERVIOUS = 1.90 ACRES Pavt = 1.33 ACRES @ 100p IMPERVIOUS = 1.33 ACRES dw'y = 0.86 ACRES @ 100o IMPERVIOUS = 0.86 ACRES Pervious = 1.88 ACRES @ 0% IMPERVIOUS = 0.00 ACRES TOTAL PROJECT - 6.03 ACRES @ 68% IMPERVIOUS = 4.09 ACRES IMPERVIOUS AREA = 4.09 ACRES PERVIOUS AREA = PROJECT AREA - IMPERVIOUS AREA 1.94 = 6.03 - 4.09 AVERAGE PROJECT ELEVATION = 19.22 FT. WET SEASON WATER TABLE ELEVATION AT 3.50 FT. SUBSURFACE STORAGE: OVERALL DEPTH = 19.22 - 3.50 = 15.72 FT. FROM S.F.W.M.D. BASIS OF REVIEW USABLE STORAGE - 1.0.9 IN. VOLUME _ (10.9/12)( 1.94 AC.)(0.75) = 1.32 AC. FT, INITIAL ABSTRACTION (S) = 1.32 / 6.03 = 0.219 FT. = 2.63 IN. Page 319 of 686 Agenda Item #11. STAGE LAKE STORAGE ----- ------------- FT. AC. FT. The Reserve at Tequesta STORAGE DATA EXFILTRATION STORAGE SURFACE STORAGE TOTAL AC. FT. AC. FT. AC. FT. 3.50 0.00 0.00 0.00 0.00 4.00 0.00 0.00 0.00 0.00 4.50 0.00 0.00 0.00 0.00 5.00 0.00 0.0.0 0.00 0.00 5.50 0.00 0.00 0.00 0.00 6.00 0.00 0.00 0.00 0.00 6.50 0.00 0.00 0.00 0.00 7.00 0.00 0.00 0.00 0.00 7.50 0.00 0.00 0.00 0.00 8.00 0.00 0.00 0.00 0.00 8.50 0.00 0.00 0.00 0.00 9.00 0.00 0.00 0.00 0.00 9.50 0.00 0.00 0.00 0.00 10.00 0.00 0.00 0.00 0.00 10.50 0.00 0.25 0.00 0.25 11.00 0.00 0.50 0.00 0.50 11.50 0.00 0.75 0.00 0.75 12.00 0.00 1.00 0.00 1.00 12.50 0.00 1.25 0.00 1.25 13.00 0.00 1.50 0.00 1.50 13.50 0.00 1.75 0.00 1.75 14.00 0.00 2.00 0.00 2.00 14.50 0.02 2.25 0.01 2.26 15.00 0.03 2.50 0.06 2.59 15.50 0.05 2.75 0.22 3.02 16.00 0.06 3.00 0.48 3.54 16.50 0.07 3.00 0.82 3.90 17.00 0.09 3.00 1.26 4.35 17.50 0.11 3.00 1.79 4.89 18.00 0.12 3.00 2.41 5.53 18.50 0.13 3.00 3.12 6.26 19.00 0.15 3.00 3.93 7.08 1.9.50 0.18 3.00 4.84 8.02 ---------- SEE STAGE / STORAGE CURVE---------- 100 YEAR FLOOD PLAIN ; ---------------------- 24 HR. RAINFALL = 11.8 IN. --- 3 DAY RAINFALL = (11.8)(1.359) = 16.0 IN. (16.0 - (.2) (2.63)) -2 RUNOFF =--------------------- = 13.2 IN. 16.0 + (.8) (2.63) VOLUME IN = ( 13.2/12)( 6.0) = 6.6 AC. FT. Page 320 of 686 Agenda Item #11. l FROM STAGE / STORAGE CURVE --- FLOOD STAGE = 18.74 FT. MINIMUM BUILDING PAD AT ELEVATION 1.9.00 FT, Page 321 of 686 Agenda Item #11. The Reserve at Tequesta 5 YEAR 24 HOUR TIME TIME RAIN TOTAI, TOTAL TOTAL DIS- DIS- TOTAL VOLUME INCR TOTAL RATIO RAIN RUNOFF RUNOFF CHARGE CHARGE DISCHG STORED STAGE hrs. hrs. o in. in. ac.ft. cfs ac.ft. ac.ft. ac.ft. ft. 0.00 0.00 0.000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 14.00 10.00 10.00 0.213 1.38 0.21 0.11 0.00 0.00 0.00 0.11 14.00 1.00 11.00 0.269 1.75 0.39 0.20 0.00 0.00 0.00 0.19 14.00 0.50 11.50 0.319 2.07 0.57 0.29 0.00 0.00 0.00 0.29 14.00 0.25 11.75 0.479 3.11 1.28 0.64 0.00 0.00 0.00 0.64 14.00 0.25 12.00 0.656 4.26 2.19 1.10 0.00 0.00 0.00 1.10 14.00 0.50 12.50 0.729 4.74 2.59 1.30 0.00 0.00 0.00 1.30 14.01 0.50 13.00 0.767 4.99 2.81 1.41 0.00 0.00 0.00 1.41 14.01 1.00 14.00 0.818 5.32 3.09 1.55 0.00 0.00 0.00 1.55 14.01 10.00 24.00 1.000 6.50 4.15 2.08 0.00 0.00 0.00 2.08 14.29 PEAK STAGE = 14.29 FT. PEAK DISCHARGE = 0.00 CFS MAXIMUM ALLOWABLE DISCHARGE = 6.60 CFS WEIR CREST ELEVATION = 16.50 FT. WEIR WIDTH = 3.00 FT. Page 322 of 686 Agenda Item #11. 12 The Reserve at Tequesta 25 YEAR 72 HOUR TIME TIME RAIN TOTAL TOTAL TOTAL DIS- DIS- TOTAL VOLUME INCR TOTAL RATIO RAIN RUNOFF RUNOFF CHARGE CHARGE DISCHG STORED STAGE hrs. hrs. 0 in. in. ac.ft. cfs ac.ft. ac.ft. ac.ft. ft. 0.00 0.00 0.000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 14.00 5.00 5.00 0.030 0.29 0.00 0.00 0.00 0.00 0.00 0.00 14.00 5.00 10.00 0.061 0.58 0.00 0.00 0.00 0.00 0.00 0.00 14.00 5.00 15.00 0.091 0.87 0.04 0.02 0.00 0.00 0.00 0.02 14.00 5.00 20.00 0.122 1.17 0.13 0.06 0.00 0.00 0.00 0.06 14.00 4.00 24.00 0.146 1.40 0.22 0.11 0.00 0.00 0.00 0.11 14.00 4.00 28.00 0.182 1.74 0.38 0.19 0.00 0.00 0.00 0.19 14.00 4.00 32.00 0.217 2.08 0.58 0.29 0.00 0.00 0.00 0.29 14.00 4.00 36.00 0.257 2.46 0.82 0.41 0.00 0.00 0.00 0.41 14.00 4.00 40.00 0.288 2.76 1.02 0.51 0.00 0.00 0.00 0.51 14.00 4.00 44.00 0.324 3.10 1.27 0.64 0.00 0.00 0.00 0.64 14.00 4.00 48.00 0.359 3.44 1.53 0.77 0.00 0.00 0.00 0.77 14.00 4.00 52.00 0.404 3.87 1.87 0.94 0.00 0.00 0.00 0.94 14.00 4.00 56.00 0.496 4.75 2.60 1.31 0.00 0.00 0.00 1.31 14.01 2.00 58.00 0.572 5.47 3.23 1.62 0.00 0.00 0.00 1.62 14.01 1.00 59.00 0.628 6.01 3.71 1.86 0.00 0.00 0.00 1.86 14.01 0.50 59.50 0.678 6.49 4.14 2.08 0.00 0.00 0.00 2.08 14.29 0.25 59.75 0.847 8.11 5.63 2.83 0.00 0.00 0.00 2.83 15.27 0.25 60.00 1.015 9.71 7.14 3.59 0.00 0.00 0.00 3.59 16.05 0.50 60.50 1.088 10.41 7.81 3.92 0.00 0.00 0.00 3.92 16.46 0.50 61.00 1.126 10.78 8.16 4.10 0.51 0.04 0.01 4.09 16.64 1.00 62.00 1.177 11.26 8.63 4.34 1.57 0.13 0.10 4.24 16.80 1.00 63.00 1.209 11.57 8.92 4.48 1.68 0.14 0.23 4.25 16.82 1.00 64.00 1.239 11.86 9.20 4.62 1.68 0.14 0.37 4.25 16.82 1.00 65.00 1.257 12.03 9.36 4.71 1.35 0.11 0.50 4.21 16.77 1.00 66.00 1.275 12.20 9.53 4.79 1.19 0.10 0.60 4.19 16.75 6.00 72.00 1.359 13.01 10.31 5.18 0.68 0.06 1.06 4.12 16.67 PEAK STAGE � 16.82 FT. PEAK DISCHARGE = 1.68 CFS MAXIMUM ALLOWABLE DISCHARGE = 6.60 CFS WEIR CREST ELEVATION = 16.50 FT. WEIR WIDTH = 3.00 FT. Page 323 of 686 No Text r � Agenda Item #11. ADDUREVISED SUBMlTTI tormwater Management Report MAR 2 12005 For �T Atlantis Tequesta, Florida #04 08 13-19 07-19-2004 02-07-2005 03-14-2005 Prepared By: Jeff H. Iravani, Inc. Consulting Engineers 1934 Commerce Lane, Suite 5 Jupiter, Florida 33458 Tel: (561) 575-6030 Fax: (561) 575-6088 d Page 325 of 686 Agenda Item #11. 1. Introduction The site is located on the west side of US HWY-1 approximately 1/8 mile south of County Line Road and consists of 5.98 ac of partially developed land. Half of the site is developed as a commercial/automotive use. The southern half of the property is vacant. A mixed use development with 108 residential condominium units and 8,000 sf commercial use are proposed. The drainage positive outfall shall be provided by a bubble up inlet on US HWY-1. Section 30, Township 40S, Range 43E, Village of Tequesta, Palm Beach County, Florida 2. Site Data Lot Area 5.96 ac Preserve 1.35 ac (Only 0.63 ac of preserve area drains into the basin) Design Area 5.24 ac Bldg 0.90 ac @ 100% imp Pools/Patio 0.47 ae @ 100% imp Pavdsw 1.83 ac @ 95% imp Open space 1.11 ac Dry Det 0.30 ac Preserve 0.63 ac Imp. Area 3.07 ac Imp Entire site 48.5% Drainage Area 58.6% 3. Design Criteria Water Quality V det req = 2.5"/12x 3.07 ac = 0.64 A-F V (Req, VOT) _ (5yr-1 dy) x %imp x A = 6.45112 x 66,6% imp x4.61 ac = 1.65 A-F Vprop =2.51 A-F @ EL 16.0 see stage/storage data 5yr-24hr storm peak stage 15.01 FT, NGVD Min Pavt EL 16.8 25yr-72hr storm peak stage 16.56 FT Min perim berm EL 16.60 FT I00yr-72hr storm peak stage 19.28 FT F.F.EL 26.00 FT Page 326 of 686 Agbnda Item #11. 4. Water Table The water table is minimum of 15 ft below surface below the surface. HWT of 5.0 FT, NGVD is assumed. HWT is indicated at 10.0 FT in flood routing program in order to reduce the rows of 0.0 A-F in stage vs storage curve. S. Utilities Village Of Tequesta & Loxahatchee River Environmental Control District would be providing water & wastewater services to this project. 6. Off -site Drainage There its no off -site Discharge into this parcel. 7. Wetlands There is no wetland on this parcel. S. Pre/Post Dev-Development Q (PRE) = CIA Where; C=0.3 I = I max 25yr-3days = I 60.50hr - 159.5hr = 9.79-6.10 = 3.69 IN A= 5.96 ac Q(PRE, 25yr-3day) = 0.3 x 5.24 ac x 3.69"= 5.80 cfs Q (PRO, 25yr-3day) = 1.33 cfs (see drainage calc's) Peak Stage (25yr-3day) = 16.56 Min Perim Berm El = 16.60 9. Irrigation Groundwater/ well shall be used for irrigation purposes. Water use permit from SFWMD has been applied for. 2 Page 327 of 686 i 1 . Agenda Item #11. 10. ExGltration System K= 2.46E-03 CFS/FT2 H 2 = 3 (16-13) FT D u = 3 FT W = 6 FT D,= 0 FT V(REQ) = 1.65 A-F x 12 IN/FT = 22.7 A -I L(REQ)=V/(K(H2W +2H2D„-Due+2H,D+1.39x10*4 xWDJ L(REQ) = 287 FT L(PRO) = 522 FT V(PRO) = 3.0 A-F 3 Page 328 of 686 02-08-'05 A3:24 FROM-A.M. Engineering 15617450981 T-514 P02/04 U-329 Ai genda Item #11. A. A ENGINEERING AND TESTING, INC. 860 xprmR PARK DiuvE, uNLT # 1 h,pr ER, FLORMA 33458 LOCAL OFFICE: (561) 745.1060 FAX: (561) 745-0981 (888) 339•SOIL s EXFILTRATION TEST South Florida Water Itilanagement District - Usual Open Hole Test Client: TheVara Group 4521 PGA Boulevard, Suite Md Palm Beach Gardens, FL 33NA8 Site: Atlantis 8 Tequesta Tequesta, Pzlm Reach County, Florida SOIL PROFILE Project No: 04-I574 Report No: -•— Report Date: July 13, 2004 Test Date: July 9, 2004 Test Location: EX 1 (see Boring Location Plan) Depth feet I Soil Description 0.61/1 LYM light gray fine sand Depth to Mter Table from Ground Surface feet %6yz CALCULATION OF E"RAULTC CONDUCTMTY Ground Surface I 1 i d i H, !�-- Water Table t 1 I D. 4Q ad(2H='+4H=Ds+Hid) 1' Hydraulic Conductivity -0, r Itt efs/ ft--- ft head)2.46 Q Stabilized Flow Rate ,_ c 10 cubic ft rr second)4.77 d Diameter of Test Hole i 0.33 feet? H' Depth to Water Table 6.0* (feet) Ds Saturated Hole Depth 0.0 (feet) Notes: 'Assumed value for calculation. Distribution: Reviewed by: Client (3) A. 31. ENr, NEERINC Ayb TESTLla, JNc. RGA/sh Rebecca nt Ascoli, P.E. Florida Registration No. 51863 1'—WRYER-AAI4I.Camp"ylr—O.D. Jobsi7he Vard Cmup10s-I37J - A,lmnl, (g req. - E.Y Form . SMAID Form - VJ=1 OI•en Hole.doe Page 329 of 686 92- 8-1 0 5 FROM-A.M. Engineering 15617450981 A end �tem#i 1. Water table, ft 6 Water table, is , 0 Depth of screen 6 ID of screen 4 Callous of water 5 ime, min utes 0 Time, seconds 14 K® 2.46E-03 CFSlFt%Ft. of herd Q= 4.77E-02 CFS d- 033 Feet Hz— 6.00 Feet Di— 0.00 Feet T-514 F03104 U-329 1LSFrty&R,wvC6npuayjC0'0,106117hevcmGroupiO4•117.0 •,jlma0Teq.-&YFom-SFIV.VDFbrm-11sudOpeABolFlx Page 330 of 686 Agenda .M. Engineering 15617450981 T-514 F04104 it-329 � I � s f► J� ^ �`�� 1 QA�y��i4 aA�ffi�lrf b a �:► A- 1-7 t1 ' , at I egit('sta THE V.4 A GROCP BOPJNG LOCATION r LAN GEOTECHNICAL EXPLORATION ATLANTIS Q TEQUESTA TEQUESTA. PALM BEACH COUNTY, FLORIDA I �r.• PRE.. DATE: 719104 1 PROACT NO: 04.1514 A. M. ENCINEERI,NG A. iD TESTING, INC. $401uPrrmPARR DR,ve, UNIT I JUrJ'MR, FLORIDA 33458 T6L: (561)745.1060 FAx: ($611745.4981 Page 331 of 686 Agenda ffdfri'# 124 FROM-A.IM. Engineering 15617450991 5-482 P24/21 U-218 A. M. ENGINEESUNG AND TMING, INC. PreliminaryGeotechnical Exploration Atlantis @ Tequesta Project No. 04-1490 FIELD EXPLORATIONS The subsurface conditions below the proposed footprints of the buildings were explored on June 3, 2004, with ten (10) Cone Penetrometer soundings (CPT) and three (3) Auger 13orings (AB). The drill crew met our client at the site. The approximate locations of the explorations are noted on the Boring Location PIan. The depths on the boring logs indicate depth below the existing ground surface at the time the explorations were completed. The CPT soundings were performed ;n general compliance with ASTM D 3441, "Deep Quasi -Static, Cone and Friction -Cone Penetration Tests of Soils and the auger borings with ASTM D 1452, "Practice for Soil Investigation and Sampling by Auger Borings". USGS TOPOGRAP117CAL AND USDA SOIL -SURVEY INFORMATION We reviewed the USGS 7.5-minute series quadrangle topographic map of the area, entitled Jupiter, FL. The USGS map showed the project site is locsted on a dune -like ridge with elevations in the project vicinity ranging from 15 feet NGVD on the east side to ever 25 feet NGVD on the west half. The Soil Survey of the Palm Beach County Area by the U.S. Dept. of Agriculture identified the main soil type in the project vicinity as St. Lucie sand, 0 to S ,ereent slopes (Scii). Z;,. Lucie soils are nearly level to sloping, excessively drained, deep sandy soils on long, narrow, dune -like ridges near the Atlantic coast. Under naturra conditions the water table is below a depth of six feet. FINDINGS Our field crew described the site as sloped (down to the east) with surrounding vegetation including oaks and weeds. They observed the same development on the site as noted in the boundary surveys: two single story commercial buildings with paved areas on the north parcel and a burned residence on the south parcel. The subsurface soils encountered in the auger borings gener..;ly consisted of sands with soma surficial vegetation underlain by sands to the bottom of the borings at depths of six. The friction ratios from the CPT soundings indicate clean granula. wils throughout the entire explored depths. The seven CPT soundings in the footprints of the one and two story buildings and the south tower indicated the soils were generally loose to fum to depths of 10 feet, and firm to medium dense from 10 to 20 feet, the termipation depth of the majority of the soundings. CPT-3 in the north low-rise building was terminated at a depth of 15 feet due to refusal. Page 332 of -�� ��._ .__1. �bY.`.tss.Aa � ...a.z'�•;_iv..'. . _.._3: tf.^..G.LSSTii 07-06-'04 16:24 FPCM-A.M. Engineering 15617450981 T-482 P05/21 U-218 Agenda Item #11. A. M. ENGINEERING AND TESTING, INC. Prelimin try Geotechnical Exploration Atlantis Q Tcqucsta Project No. 04-1490 The rernaining three soundings in the footprint of the north tower detected firm to medium dense soils with non -continuous layers of dense to very dense soils to depths of 20 feet, the termination of the shallow soundings. The two deep soundings, one in the center of each tower, indicated firm to medium dense soils from depths of 20 to approximately 40 feet, underlain by dense to very dense soils with loose lenses. Both soundings were terminated due to refusal at depths of 41 and 48 feet. Ground water was more than six feet below the existing ground surface at the time the auger borings were completed. We anticipate that the water table at this site will be 15 to 20 feet below the existing grade. DISCUSSIONS AND RECOMMENDATIONS One end Two Story Buildings At the locations tested, the explorations indicate generally suitable subsurface soil conditions for support of one and two story structures using shallow footin3 foundations after the standard good practice site preparation procedures are followed. Towers The initial soils data indicate that a mat foundation may be feasible. Preliminary calculations considering a 15-foot excavation for the parking levels and a total building load of four kips per square foot (kso, approximately 300 pounds per square foot per floor, gave total settlements on the order of 1%: inches for the soil layers between depths of 15 and 50 feet. However, we do not have any information regarding the deep soil conditions which could influence the behavior of a large mat foundation. Alternatively soil improvement techniques such as stone columns could be used to increase the soil bearing capacity below isolated column footings. Allowable bearing capacities of eight ksf are achievable. The depth of improvement would depend on the footing size. Considering a 2,000 kip column load, improvement would need to extend to depths of at least 20 to 25 feet below the bottom of the excavation. The CPT soundings appear to have encountered a layer of very dense soil/rock that could provide a bearing layer for a deep foundation, typically augered cast-in-i,lace piles or caissons. Additional Standard Penetration Test borings will be necessary to confirm the thickness and relative density of the bearing layer before pile capacities can be provided. Page 333 of 686 Agenda Item #11. Jill Jeff aH . Iravani, Inc. Consulting Engineers 1934 Commerce Lane, Suite 5 Jupiter, Florida 33458 Tel: (561) 575-6030 Fag: (561) 575-6088 Email: JHI(&bellsouth.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 drainage positive outfall shall be provided by a bubble up inlet near US HWY-1. 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, Jeff H. Iravani, P.E. Page 334 of 686 No Text Agenda Item #11. Jill Jeff aH . Iravani, Inc. Consulting Engineers 1934 Commerce Lane, Suite 5 Jupiter, Florida 33458 Tel: (561) 575-6030 Fag: (561) 575-6088 Email: JHI(&bellsouth.net Website: www.JHIinc.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 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, Jeff H. Iravani, P.E. Page 336 of 686 No Text Agenda Item #11. Jill Jeff aH . Iravani, Inc. Consulting Engineers 1934 Commerce Lane, Suite 5 Jupiter, Florida 33458 Tel: (561) 575-6030 Fag: (561) 575-6088 Email: JHI(&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 proj ect. 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, Jeff H. Iravani, P.E. Page 338 of 686 No Text Agenda Item #11. Jill Jeff aH . Iravani, Inc. Consulting Engineers 1934 Commerce Lane, Suite 5 Jupiter, Florida 33458 Tel: (561) 575-6030 Fag: (561) 575-6088 Email: JHI(&bellsouth.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 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, Jeff H. Iravani, P.E. Page 340 of 686 No Text Agenda w WV(u low, PHASE I ENVIRONMENTAL SITE ASSESSMENT ROYAL TEQUESTA, LLC PROPERTY PROPOSED — THE RESERVE AT TEQUESTA 734-746 US HIGHWAY 1 TEQUESTA, FLORIDA 33469 PREPARED FOR LC CONSTRUCTION FLORIDA, INC. 3541 NW 88TH DRIVE, UNIT 103 CORAL SPRINGS, FL 33065 PREPARED BY AIR, WATER & SOIL ENGINEERING 3304 PEBBLE BEACH DRIVE LAKE WORTH, FL 33467 PHONE: 561-282-8541 JUNE 19, 2019 Page 342 of 686 ' • 1 • ---!LL jaj PA 'lirr�r EXECUTIVE SUMMARY Air, Water & Soil Engineering, Inc. (AWSE) was retained by LC Construction Florida, Inc. to conduct a Phase I Environmental Site Assessment (ESA) of the Royal Tequesta LLC properties located at 734 and 746 North US Highway 1 in the Village of Tequesta, Palm Beach County, Florida ("subject property' or "site"). The purpose of AWSE's Phase I ESA was to evaluate whether current or historical activities on or near the subject property may have resulted in significant contamination by hazardous substances or wastes, also known as a Recognized Environmental Condition (REQ. AWSE has performed the Phase I ESA of the Property in general conformance with the scope and limitations of the ASTM International (ASTM) Standard Practice for Environmental Site Assessments (Standard E 1527-13) and the United States Environmental Protection Agency (USEPA) 40 Code of Federal Regulations (CFR) Part 312 Standards and Practices for All Appropriate Inquiries (AAI) — Final Rule updated on December 30, 2013. The Phase I ESA was also performed in accordance with the AWSE proposal to LC Construction Florida, Inc. dated June 4, 2019. The subject property consists of two contiguous parcels on the west side of North US Highway 1 and directly across North US Highway 1 from the intersection with Intracoastal Place. The subject property is currently vacant land with access only from North US Highway 1. The northern parcel has a street address of 746 North US Highway 1 and contains approximately 2.46-acres. The majority of the land surface of this parcel is covered with concrete pavement. There are two concrete building pads on the northern parcel as remnants of previous commercial buildings. The northern parcel has a concrete block wall along most of the northern property boundary with the Casa Del Sol condominium property. There is a chain link fence along the western property boundary with the Cypress Manor Apartment Complex and the Village of Tequesta property. The southern parcel has a street address of 734 North US Highway 1 and contains approximately 3.57- acres. This parcel appears as vacant land. Remnants of a previous building foundation were observed on the parcel and a former domestic water well, but no other obvious site improvements. Historical information was reviewed for the subject property dating back to 1948. This information indicated that the southern parcel of the subject property was improved with a house prior to 1948 that existed until the house was removed in approximately 1995. Since then the southern parcel has remained as vacant undeveloped land. The northern property appears to have been improved as a cottage motel property prior to 1948 that appears to have operated until approximately 1983. A large building replaced the cottage motel buildings in approximately 1986. In 1989, the property was occupied by Tequesta Motors and operated as an auto dealership until approximately 2004. Thereafter, the buildings were demolished on the northern parcel prior to a proposed development that did not occur. The northern parcel has been vacant land since 2005. At the time of the site visit, AWSE observed the subject property to be vacant property. At the time of the site reconnaissance, AWSE did not observe the use or storage of hazardous substances on the subject i I Page Page 343 of 686 Agenda Item 4111 .:` property. AWSE did not observe processes or operations at the subject property that are likely to generate hazardous wastes. AWSE did not observe process or operations at the subject property that would generate solid waste during the site inspection except for office waste from the sales building. At the time of the site inspection, AWSE did not observe wastewater sources at the subject property. AWSEA did not observe evidence of current underground petroleum storage tanks (USTs), such as vent lines, fill or overfill ports, or above ground petroleum storage tanks (ASTs), such as concrete pads, on the subject property. In September 2018, AWSE excavated and removed a 5,000-gallon former gasoline UST on the subject property that had been abandoned. AWSE's Tank Closure Assessment Report dated October 3, 2018 indicates that no soil or groundwater petroleum impacts were identified in the UST pit after the tank removal. The Palm Beach County Department of Environmental Resources Management approved the Tank Closure Assessment Report as representing a clean tank closure in their letter dated October 25, 2018. AWSE did not identify any other off -site properties with the potential to create an environmental concern on or at the subject property. Findings A recognized environmental condition (REC) refers to the presence or likely presence of any hazardous substances or petroleum products in, on, or at a property: due to release to the environment; under conditions indicative of a release to the environment; or under conditions that pose a material threat of a future release to the environment. The following was identified during the course of this assessment: • AWSE did not identify any recognized environmental conditions during the course of this assessment. A controlled recognized environmental condition (CREC) refers to a REC resulting from a past release of hazardous substances or petroleum products that has been addressed to the satisfaction of the applicable regulatory authority, with hazardous substances or petroleum products allowed to remain in place subject to the implementation of required controls. The following was identified during the course of this assessment: • AWSE did not identify any controlled recognized environmental conditions during the course of this assessment. A historical recognized environmental condition (HREC) refers to a past release of any hazardous substances or petroleum products that has occurred in connection with the property and has been addressed to the satisfaction of the applicable regulatory authority or meeting unrestricted use criteria established by a regulatory authority, without subjecting the property to any required controls. The following was identified during the course of this assessment: • AWSE identified the closure in September 2018 of a 5,000-gallon gasoline UST on the subject property that had been abandoned as an HREC. AWSE's Tank Closure Assessment Report dated October 3, 2018 indicates that no soil or groundwater petroleum impacts were identified in the UST pit after the tank removal. The Palm Beach County Department of Environmental Resources ii I Page Page 344 of 686 Agenda---:LL Management approved the Tank Closure Assessment Report as representing a clean tank closure in their letter dated October 25, 2018. An environmental issue refers to environmental concerns identified by Partner, which do not qualify as RECs; however, warrant further discussion. The following was identified during the course of this assessment: • Based on the historical aerial photograph review, there was a fenced and unpaved vehicle storage area on the subject property north parcel at 746 North US Highway 1 from approximately 1964 to 1986. During this time, there is a potential that unintentional drips or oil/fuel leaks from the vehicles occurred as could be observed in a typical parking lot. In approximately 1989, the entire vehicle storage area was graded and backfilled for the construction of the main auto dealership building on the subject property. Thereafter, this area on the subject property was covered by a building structure that minimized direct contact to any potential remaining soil impacts. As such during the site development activities, near surface soils (where oil/fuel soil impacts may have most likely been present, if at all) were likely mixed with fill material or disturbed during grading. Also, in this case, additional fill material was placed over underlying soils as part of the development activities to create a level building pad area. These additional variables serve to further reduce the potential for exposure to residual soil impacts (if any). Based on these reasons, AWSE concludes that the historical vehicle storage area is not expected to represent a significant environmental concern at this time. AWSE understands that the future development plans involve removal of the remaining building pads and the eventual construction of a roadway and buildings over this historical area. • AWSE observed a former domestic water supply well on the subject property south parcel at 734 North US Highway 1, and there is most likely an abandoned domestic septic tank on this parcel also associated with the historical house on this parcel. AWSE concludes that the domestic septic tank is not expected to represent a significant environmental concern at this time since its last use for domestic wastewater was in approximately 1986. AWSE understands that the future development plans involve removal of any remaining building pads including the abandoned septic tank and the eventual construction of a roadway and buildings over this historical area. Conclusions, Opinions and Recommendations AWSE has performed a Phase I Environmental Site Assessment in conformance with the scope and limitations of ASTM Practice E1527-13 of the Royal Tequesta, LLC properties at 734 and 746 North US Highway 1 in the Village of Tequesta, Palm Beach County, Florida ("subject property' or "site"). Any exceptions to, or deletions from, this practice are described in the limitations sections of this report. This assessment has revealed evidence of potential recognized environmental conditions and environmental issues in connection with the subject property. Based on the conclusions of this assessment, Partner recommends the following: • 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. iii I Page Page 345 of 686 Agenda Item 4111 • 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. ivIPage Page 346 of 686 Agenda M F, W m ta 7 � 5ff#" 1E4j' J6Wv TABLE OF CONTENTS Section Page EXECUTIVE SUMMARY................................................................................................................................... i 1.0 INTRODUCTION.................................................................................................................................1 1.2 SCOPE OF WORK...........................................................................................................................2 1.3 LIMITING CONDITIONS..................................................................................................................2 1.4 LIMITATIONS OF THE ASSESSMENT..............................................................................................3 1.5 VALIDITY........................................................................................................................................4 2.0 SITE DESCRIPTION.............................................................................................................................5 2.1 PHYSICAL LOCATION AND DESCRIPTION OF PROPERTY...............................................................5 2.2 ENVIRONMENTAL SETTING...........................................................................................................5 2.2.2 Geology/Hydrogeology.........................................................................................................5 2.2.3 Hydrogeologic Conditions.....................................................................................................6 2.2.4 Surface Water....................................................................................................................... 6 2.2.5 Wetlands...............................................................................................................................7 3.0 USER PROVIDED INFORMATION.......................................................................................................7 3.1 TITLE RECORDS..............................................................................................................................7 3.2 ENVIRONMENTAL LIENS OR ACTIVITY AND USE LIMITATIONS.....................................................7 3.3 PRIOR DOCUMENTS......................................................................................................................7 4.0 SITE INSPECTION...............................................................................................................................8 4.1 CURRENT USES OF THE PROPERTY...............................................................................................8 4.2 PAST USES OF THE PROPERTY.......................................................................................................8 4.3 EXTERIOR AND INTERIOR SITE OBSERVATIONS............................................................................8 4.3.1 Hazardous Substances..........................................................................................................8 4.3.2 Hazardous Wastes.................................................................................................................9 4.3.3 Solid Waste...........................................................................................................................9 4.3.4 Underground/Aboveground Storage Tanks..........................................................................9 4.3.5 Drums and Containers..........................................................................................................9 4.3.6 Wells......................................................................................................................................9 4.3.7 Drains and Sumps..................................................................................................................9 4.3.8 Wastewater...........................................................................................................................9 4.3.9 Pits, Ponds, and Lagoons.......................................................................................................9 4.3.10 PCB -Containing Equipment...................................................................................................9 v I P a g e Page 347 of 686 Agenda It Mr, a 0a 4.3.11 High Tension Power Lines...................................................................................................10 4.3.12 Elevated Lead Levels in Water............................................................................................10 4.3.13 Lead in Paint........................................................................................................................10 4.3.14 Radon..................................................................................................................................10 4.3.15 Asbestos..............................................................................................................................10 4.3.17 Dry Cleaners........................................................................................................................10 4.3.18 Other Physical Evidence of Contamination.........................................................................11 4.3.19 Other Concerns...................................................................................................................11 5.0 ADJOINING AND SURROUNDING LAND USE...................................................................................11 5.1 CURRENT USES OF ADJACENT PROPERTIES................................................................................11 5.2 SURROUNDING PROPERTIES OF POTENTIAL ENVIRONMENTAL CONCERN...............................11 6.0 HISTORIC SITE AND SURROUNDING PROPERTY CONDITIONS........................................................12 6.1 CURRENT AND PRIOR OWNERSHIP/CHAIN-OF-TITLE.................................................................12 6.2 INTERVIEWS................................................................................................................................12 6.3 AERIAL PHOTOGRAPHS...............................................................................................................12 6.4 TOPOGRAPHIC MAPS..................................................................................................................15 6.5 SANBORN FIRE MAPS..................................................................................................................15 6.6 CITY DIRECTORIES.......................................................................................................................15 7.0 HISTORIC SITE AND SURROUNDING PROPERTY CONDITIONS........................................................16 7.1 SUBJECT PROPERTY.....................................................................................................................17 7.2 ADJACENT PROPERTIES...............................................................................................................18 7.3 SITE VICINITY...............................................................................................................................18 7.4 UNMAPPED SITES........................................................................................................................18 7.5 VAPOR MIGRATION.....................................................................................................................19 7.6 REGULATORY AGENCY CONTACTS/INTERVIEWS........................................................................20 8.0 FINDINGS AND CONCLUSIONS........................................................................................................23 8.1 FINDINGS.....................................................................................................................................23 9.0 QUALIFICATIONS AND SIGNATURES...............................................................................................25 10.0 REFERENCES....................................................................................................................................26 vi I Page Page 348 of 686 Agenda W m ta7 a0a List of Figures Figure 1 Topographical Location Map Figure 2 2019 Aerial Site Plan Map List of Aooendices Appendix A Site Photographs Appendix B Historical Information Appendix C Environmental Database Search Report Appendix D Regulatory Documents vii I Page Page 349 of 686 Agenda Item #11. 1.0 INTRODUCTION Air, Water & Soil Engineering, Inc. (AWSE) was retained by LC Construction Florida, Inc. to conduct a Phase I Environmental Site Assessment (ESA) of the Royal Tequesta LLC properties located at 734 and 746 North US Highway 1 in the Village of Tequesta, Palm Beach County, Florida ("subject property' or "site"). This Phase I ESA was performed in conformance with the United States Environmental Protection Agency (USEPA) 40 CFR Part 312 Standards and Practices for All Appropriate Inquiries (AAI) — Final Rule updated December 30, 2013 and the ASTM Standard Practice for Environmental Site Assessments (Standard E 1527- 13) approved in December 2013. The Phase I ESA was also performed in accordance with AWSE's proposal to LC Construction Florida, Inc. dated June 4, 2019. The Phase I ESA objectives, scope, and limitations are presented in the following sections. 1.1 OBJECTIVE The purpose of AWSE's Phase I ESA was to gather information about the subject property and surrounding areas to identify releases and threatened releases of hazardous substances, pollutants and contaminants, petroleum or petroleum products, and controlled substances on, at, in or to the subject property that would represent a Recognized Environmental Condition (REC). The term "recognized environmental condition," as defined by the ASTM Standard E 1527-13, means: The presence or likely presence of any hazardous substances or petroleum products in, on, or at a property: (1) due to any release to the environment; (2) under conditions indicative of a release to the environment; or (3) under conditions that pose a material threat of a future release to the environment. Conditions determined to be de minimis are not recognized environmental conditions. The publication of ASTM Standard E 1527-13 also includes the evaluation of environmental conditions as a controlled REC (CREC), a historical REC (HREC), or as a de minimis condition. A CREC is defined as: A controlled recognized environmental condition resulting from a past release of hazardous substances or petroleum products that has been addressed to the satisfaction of the applicable regulatory authority (for example, as evidenced by the issuance of a no further action letter or equivalent, or meeting risk -based criteria established by regulatory authority), with hazardous substances or petroleum products allowed to remain in place subject to the implementation of required controls (for example, property use restrictions, activity and use limitations, institutional controls, or engineering controls). Conditions determined to be de minimis are not CRECs. An HREC is defined as: A past release of any hazardous substances or petroleum products that has occurred in connection with the property and has been addressed to the satisfaction of the applicable regulatory authority or meeting unrestricted use criteria established by a regulatory authority, without subjecting the property to any required controls (for example, property use restrictions, activity and use limitations, institutional controls, or engineering controls). 1IPage Page 350 of 686 Agenda Item #11. A de minimis condition is defined as: A condition that generally does not present a threat to human health or the environment and that generally would not be the subject of an enforcement action if brought to the attention of appropriate governmental agencies. Conditions determined to be de minimis are not RECs or CRECs. 1.2 SCOPE OF WORK AWSE's Scope of Work for the Phase I ESA consisted of an inspection of the subject property and nearby area, a review of historical information on activities at the subject property, a review of readily available regulatory information concerning the subject property and other nearby properties of environmental concern, and preparation of a report detailing AWSE's results and conclusions. This environmental assessment was prepared in general conformance with AWSE's proposal to LC Construction Florida, Inc. dated June 4, 2019, which also references ASTM Standard E 1527-13. 1.3 LIMITING CONDITIONS AWSE's site inspection included a walking inspection of areas that were accessible by foot (interior and exterior), and a drive -by inspection (exterior only) of surrounding and adjacent properties, including those properties identified in the environmental database search. During this assessment, AWSE's evaluations the conditions outlined in the following table which may impact the conclusions of this report. Based on these conditions, the Environmental Professional's (EP) opinion as to whether these conditions may impact the conclusions of this report is provided below. Significant Condition Data Gap Description/Opinion (Yes/No) Data Failure - Uses of the Yes The earliest historical reference is a 1948 topographic map, Property to first which indicated the subject property was improved with a developed use (included house and several buildings. agricultural use) or 1940, whichever is earlier Data Failure — Historical No Historical data gaps were not encountered in the historical Uses of the Property due documents. However, based on readily available sources of to lack of information historical information, the actual historical occupants of the available (i.e. in 5 year subject property prior to 1989 were not identified. However, intervals) this historical gap did not inhibit AWSE's evaluation of historical information and presentation of findings and conclusions. Data Gap — Interviews No Occupants or owners of the subject property and adjacent properties were not available for interview. However, based on review of historical documents, this data gap is not significant. Data Gap — User Provided Yes The User did not provide specific environmental information Information for the subject property. However, based on the actual land use of the subject property, this data gap is not significant. Data Gap — Environmental Yes AWSE was not provided with title records or environmental Liens lien and AUL information for review as part of this assessment. 2 1 P a g e Page 351 of 686 Agenda Item #11. Significant Condition Data Gap Description/Opinion (Yes/No) Limiting Conditions — No Vegetation/Forest Limiting Condition — No Weather (snow, rain) Limiting Condition — No Storage/Active Facility Limiting Condition — No Access Limitations (Inaccessible Rooms) Other No The aforementioned data gaps are not expected to change the conclusions of this report. 1.4 LIMITATIONS OF THE ASSESSMENT AWSE has performed the Scope of Services set forth in the Proposal(s) related to this project, as they may have been amended (the "Proposals"), in specific reliance on the understandings and agreements reached between AWSE and LC Construction Florida, Inc. and its affiliates ("Client or Lender") as reflected in the Proposals and the written agreement between them (the "Agreement"). AWSE's Scope of Services was limited to that stated in the Proposal(s). Without limiting the generality of the foregoing, and to insure that there are no misunderstandings regarding the scope of AWSE's activities, be advised that the Scope of Services did not include indoor air quality issues nor structural, electrical or mechanical issues, wetlands assessments, or other activities not expressly described in the Proposal or in AWSE's report, if any for the work. The Report and any other information which AWSE prepared and submitted to Client in connection with this project (collectively, the "Reports") are for the sole use and benefit of Client and may not be used or relied upon by any other person or entity without the prior written consent of Client and AWSE. Any such consent given by AWSE shall be deemed to be and shall be subject to the terms and conditions of the Proposals and the Agreement, including without limitation, the warranty, liability and indemnity terms thereof, and any person given such consent (the "Grantee") shall be deemed to have agreed to such terms and conditions by its use and reliance on the Reports. Such Grantee must also agree not to reveal the contents of the Reports to any other person or entity without the prior written consent of both Client and AWSE. AWSE's services in the development of this Report were conducted, within the limits prescribed by the Agreement, in a manner consistent with that level of care and skill ordinarily exercised by members of the same professions currently practicing in the same locality under similar conditions and no other guaranty, warranty, or representation, either express or implied, is included or intended herein. Client recognizes and agrees that: 3 1 P a g e Page 352 of 686 Agenda Item #11. The information in the Reports relates only to the properties specifically described in the Proposal and Report; The information and conclusions provided in the Reports apply only to the subject property as they existed at the time of AWSE's site examination. Should site use or conditions change or should there be changes in applicable laws, standards or technology, the information and conclusions in the Reports may no longer apply; AWSE makes no representations regarding the value or marketability of this property or its suitability for any particular use, and none should be inferred based on the Reports; The Reports are intended to be used in their entirety and no excerpts may be taken to be representative of the findings of this investigation. AWSE's objective is to perform our work in a professional manner, exercising the customary thoroughness and competence of environmental and engineering consulting professionals, in accordance with the standard for professional services at the time and location those services are rendered. It is important to recognize that even the most comprehensive scope of services may fail to detect environmental liability on a particular site. Therefore, AWSE cannot act as insurers and cannot "certify or underwrite" that a site is free of environmental contamination. No expressed or implied representation or warranty is included or intended in our reports except that our work was performed, within the limits prescribed by our client, with the customary thoroughness and competence of our profession. 1.5 VALIDITY This report was prepared in conformance with the USEPA 40 CFR Part 312 Standards and Practices for All Appropriate Inquiries — FinGt Rule updated in December 2013, and the ASTM Standard E 1527-13 approved in December 2013. The following components of this report must be updated after one hundred eighty (180) days of the date of this report if the property has not been acquired within that period of time: 1. Interviews with owners, operator and occupants; 2. Searches for recorded environmental cleanup liens; 3. Reviews of federal, tribal, state, and local government records; 4. Visual inspection of the property and of adjoining properties; and 5. The declaration of the environmental professional responsible for the assessment or update. 4 1 P a g e Page 353 of 686 Agenda Item #11. 2.0 SITE DESCRIPTION Information concerning the subject property was obtained from a site inspection conducted by Mr. David Schulte of AWSE on June 7, 2019. Mr. Schulte was not accompanied during the site visit. 2.1 PHYSICAL LOCATION AND DESCRIPTION OF PROPERTY The subject property consists of two contiguous parcels on the west side of North US Highway 1 and directly across North US Highway 1 from the intersection with Intracoastal Place. The subject property is currently vacant land with access only from North US Highway 1. The northern parcel has a street address of 746 North US Highway 1 and contains approximately 2.46-acres. The majority of the land surface of this parcel is covered with concrete pavement. There are two concrete building pads on the northern parcel as remnants of previous commercial buildings. The northern parcel has a concrete block wall along most of the northern property boundary with the Casa Del Sol condominium property. There is a chain link fence along the western property boundary with the Cypress Manor Apartment Complex and the Village of Tequesta property. The southern parcel has a street address of 734 North US Highway 1 and contains approximately 3.57- acres. This parcel appeared as vacant land. The remnants of a previous building foundation were observed on the parcel and a former domestic water well, but no other obvious improvements. The general location of the subject property is shown on Figure 1, Topographical Location Map. Figure 2 is a 2019 Aerial Photograph Map showing the adjoining and surrounding areas. The Village of Tequesta Water Utility provides potable water and the Loxahatchee River District provides sanitary sewer services to the subject property. Florida Power & Light Company (FPL) provides electrical service. 2.2 ENVIRONMENTAL SETTING Environmental characteristics including topography, geology, and hydrogeology were evaluated based on site observations, published literature, and available maps. 2.2.1 Topography According to United States Geological Service (USGS) 7.5-Minute Topographic Quadrangle Map entitled "Jupiter, Florida" (2018); topographic elevations at the subject property range from a high of 25 feet above mean sea level (msl) at the center of the property. Topographic elevations slope to the east from the op to approximately 15 feet above msl at US Highway 1, and slope to the east from the top to approximately 20 feet msl at the western property boundary (Figure 1). Based on the topographic map and site observations, surface topography in the site vicinity is situated on the Atlantic Coastal Ridge. 2.2.2 Geology/Hydrogeology Based on a review of the United States Department of Agriculture (USDA), Soil Conservation Service (SCS) Soil Survey of Palm Beach County, Florida (issued 1996); the subject property is underlain by soils classified as the St. Lucie/Paola Urban Land Complex. Urban land is assigned to areas covered by individual dwellings, apartments, small businesses and adjoining streets, driveways, parking lots, patios, 5 1 P a g e Page 354 of 686 Agenda Item #11. and other structures that obscure or alter the soils to the extent that identification is not feasible. The original soil profiles consisted of the St. Lucie and Paola Sand type soils. These soils are typically found on ancient dunes, hills or ridges and consist of white to yellowish brown quartz sand to depths of approximately 80 inches. These soils have rapid drainage and have slopes up to 8% due to their topographic occurrence. The subject property is situated on the Atlantic Coastal Ridge physiographic province of Palm Beach County. Beneath the surficial soil of the subject lies a series of unconsolidated sediments. The Pamlico Sand is the topmost sediment layer and is comprised of fine quartz sand up to 30 feet in thickness. This stratum is underlain by the Anastasia Formation, which consists of permeable layers of shelly quartz sand and limestone to a thickness of about 100 feet. The Fort Thompson Formation, consisting primarily of alternating layers of sand and sandy limestone, underlies the Anastasia in Palm Beach County. The Fort Thompson formation is underlain by the Tamiami formation, a white to cream calcareous sandstone, and sandy limestone with pockets of quartz sand, The formations previously described comprise the shallow Biscayne aquifer system. The Biscayne aquifer of southern Florida is underlain by a thick sequence of relatively impermeable clayey materials of the upper members of the Hawthorn Group. These sediments are approximately 800 feet thick beneath the subject property and form the confining zone between the shallow Biscayne aquifer and the lower, artesian Floridan Aquifer. The top of the Floridan Aquifer is composed of cavernous and highly permeable limestone of the Suwannee and Ocala Limestones and the Avon Park Formation. Beneath much of southern Florida, the Floridan Aquifer contains water under artesian pressure; however, the water generally is corrosive and high in dissolved mineral content. 2.2.3 Hydrogeologic Conditions Based on AWSE 's review of the General Water Use Permit #50-06933-W dated November 3, 2005 for the proposed subject property development, groundwater in the vicinity of the subject property is likely to be encountered at a depth of approximately 21 feet below the existing surface depending on the wet or dry season. In addition, based on the subject property's location within approximately 900 feet of the Intracoastal Waterway, groundwater is possibly tidally influenced with the primary direction of groundwater flow in the east -west directions depending on the tidal flow. According to the Palm County Wellfield Protection Map dated 2018; the subject property is not located within a Municipal Wellfield Protection Zone. However, a deep water supply well owned by the Village of Tequesta Water Utilities Department is located on the southwestern adjoining property. This well has a depth of approximately 1,700 feet and would not have the potential to create a shallow wellfield protection zone. 2.2.4 Surface Water AWSE did not observe surface water bodies on the subject property. A storm water drain catch basin structure was observed on the subject property. 6 1 P a g e Page 355 of 686 Agenda Item #11. 2.2.5 Wetlands AWSE did not observe evidence of potential wetlands on the subject property; however, a formal wetland survey was not included in the scope of work for this assessment. Based on the information obtained from the National Wetland Inventory, wetlands are not identified at the subject property. AWSE performed a review of the Flood Insurance Rate Map, published by the Federal Emergency Management Agency. According to Community Panel Number 12099C0179F, dated October 5, 2017, the subject property appears to be located in an area with a minimal flood hazard. 3.0 USER PROVIDED INFORMATION As required by AAI, additional inquiries are required to be conducted by the property purchaser. These inquiries include: 1. Identification of environmental cleanup liens against the subject property; 2. Specialized knowledge or experience regarding the subject property; 3. Relationship of the purchase price to the fair market value if the subject property was not contaminated; 4. Commonly known or reasonably ascertainable information regarding the subject property; and 5. Degree of obviousness of the presence or likely presence of contamination at the subject property. 3.1 TITLE RECORDS Procurement and review of a 50 Year Chain -of -Title was not included in the scope of services for this project. AWSE reviewed information from the Palm Beach County Property Appraiser that was available through their website. According to the Property Appraiser information, the subject property is owned by the Royal Tequesta LLC. 3.2 ENVIRONMENTAL LIENS OR ACTIVITY AND USE LIMITATIONS AWSE was not provided with title records or environmental lien and AUL information for review as part of this assessment. 3.3 PRIOR DOCUMENTS AWSE was not provided with previous environmental reports related to the subject property. 7 1 P a g e Page 356 of 686 Agenda Item #11. 4.0 SITE INSPECTION AWSE inspected the subject property on June 7, 2019. Weather conditions at the time of the inspections were sunny with a temperature of approximately 89 degrees Fahrenheit. AWSE's site inspection included a walking inspection of the subject property. A windshield survey was also completed of adjoining properties and nearby properties listed in the radii search. AWSE was not accompanied during the site visit. Photographs taken during the site inspection are provided in Appendix A. 4.1 CURRENT USES OF THE PROPERTY The subject property is currently vacant property with access from North US Highway 1 only. The subject property is partially fenced with chain link fence on the western property border, and a concrete block wall on the northern property border. Concrete floor slab remains of two previous buildings are visible on the northern parcel, and a small shed building foundation on the southern parcel. 4.2 PAST USES OF THE PROPERTY Historical information was reviewed for the subject property dating back to 1948. This information indicated that the southern parcel of the subject property was improved with a house prior to 1948 that existed until the house was removed in approximately 1995. Since then the southern parcel has remained as vacant undeveloped land. The northern property appears to have been improved as a cottage motel property prior to 1948 that appears to have operated until approximately 1983. A large building replaced the cottage motel buildings in approximately 1986. In 1989, the property was occupied by Tecluesta Motors and operated as an auto dealership until approximately 2004. Thereafter, the buildings were demolished on the northern parcel prior to a proposed development that did not occur. The northern parcel has been vacant land since 2005. Further information on the historical use of the property is presented in Section 6.0. 4.3 EXTERIOR AND INTERIOR SITE OBSERVATIONS The subject property is currently vacant property. The subject property is partially fenced with chain link fence on the western property border, and a concrete block wall on the northern property border. Concrete floor slab remains of two previous commercial buildings are visible on the northern parcel, and a small shed building foundation on the southern parcel. A majority of the north parcel is covered with concrete pavement with the exception of several parking lot islands. Trees and other vegetation have grown over some the paved areas especially along the northern property boundary. The southern parcel is vacant land with scattered large trees. Photographs taken during the site reconnaissance are provided in Appendix A. The following observations were made during the site visit. 4.3.1 Hazardous Substances At the time of the site reconnaissance, AWSE did not observe the use or storage of hazardous substances on the subject property. 8 1 P a g e Page 357 of 686 Agenda Item #11. 4.3.2 Hazardous Wastes AWSE did not observe processes or operations at the subject property that are likely to generate hazardous wastes. 4.3.3 Solid Waste AWSE did not observe solid waste containers on the subject property and did not observe any other processes or operations at the subject property that would generate solid waste during the site reconnaissance. Scattered trash from vagrants camping on the southern parcel was observed along the southern property boundary including several camp sites within areas with dense vegetation. 4.3.4 Underground/Aboveground Storage Tanks AWSE did not observe evidence of current or historical underground petroleum storage tanks (USTs), such as vent lines, fill or overfill ports, or above ground petroleum storage tanks (ASTs), such as concrete pads, on the subject property. In September 2018, AWSE excavated and removed a 5,000-gallon former gasoline UST on the subject property that had been abandoned. AWSE's Tank Closure Assessment Report dated October 3, 2018 indicates that no soil or groundwater petroleum impacts were identified in the UST pit after the tank removal. The Palm Beach County Department of Environmental Resources Management approved the Tank Closure Assessment Report as representing a clean tank closure in their letter dated October 25, 2018. A copy of the UST tank closure documents are attached in Appendix B. 4.3.5 Drums and Containers AWSE did not observe drums or other chemical containers onsite during the site inspection. 4.3.6 Wells At the time of the site reconnaissance, AWSE did not observe any irrigation or potable water wells on the subject property. However, a former domestic potable well was observed on the southern parcel just north of the former shed foundation. 4.3.7 Drains and Sumps AWSE did not observe drains, sumps or other structures on the subject property except for one storm water structure situated east of the former buildings in the central portion of the north parcel. 4.3.8 Wastewater AWSE did not observe wastewater sources at the subject property. 4.3.9 Pits, Ponds, and Lagoons No waste pits, ponds, and lagoons were observed on the subject property at the time of the site visit. 4.3.10 PCB -Containing Equipment AWSE observed two pad mounted electrical transformer situated on the subject property. One is located at the northeastern corner of the northern parcel and the second is situated on southern boundary of the southern parcel opposite the Chase Bank property. There was no visible evidence of transformer leaks or 9 1 P a g e Page 358 of 686 Agenda Item #11. discharges of dielectric transformer fluids to the ground. The transformer appears to be owned by Florida Power & Light Company, which retains liability for cleanup of transformer malfunctions. Therefore, the pole mounted transformer would not be considered a recognized environmental concern. 4.3.11 High Tension Power Lines AWSE did not observe overhead high tension power lines to be located within 300 feet of the subject property. 4.3.12 Elevated Lead Levels in Water A lead in drinking water survey was not conducted nor included in the authorized scope of services. The Village of Tecluesta Water Utility provides potable water to the subject property. Potable water is not available on the subject property. 4.3.13 Lead in Paint A lead in paint survey was not conducted nor included in the authorized scope of services. 4.3.14 Radon AWSE reviewed the Area Radon Information for Palm Beach County (Zone 3) provided by the USEPA indoor Air Radon website. The USEPA and the U.S. Geological Survey have evaluated the radon potential in the U.S. and have developed this map to assist national, state, and local organizations to target their resources and to assist building code officials in deciding whether radon -resistant features are applicable in new construction. This map is not intended to be used to determine if a home in a given zone should be tested for radon. Homes with elevated levels of radon have been found in all three zones. All homes should be tested regardless of geographic location. The map assigns each of the 3,141 counties in the U.S. to one of three zones based on radon potential. Each zone designation reflects the average short-term radon measurement that can be expected to be measured in a building without the implementation of radon control methods. The radon zone designation of the highest priority is Zone 1. An EPA survey by county and state of indoor radon concentrations indicated the radon zone level for Palm Beach County, Florida is 3. Zone 3 areas are predicted to have an average indoor radon screening potential of less than 2.0 picoCuries per Liter (pCi/L) for the general area of the subject property. The USEPA action level for radon is 4.0 pCi/I. 4.3.15 Asbestos An asbestos survey was not conducted nor included in the authorized scope of services since there are no building improvements on the subject property. 4.3.17 Dry Cleaners At the time of the site inspection, there were no dry cleaning operations at the subject property. 101 Page Page 359 of 686 Agenda Item #11. 4.3.18 Other Physical Evidence of Contamination AWSE did not identify unusual odors, pools of waste liquids, runoff patterns, and berms nor were any reported on the subject property during the site inspection. 4.3.19 Other Concerns No other concerns were noted or reported during the site reconnaissance. 5.0 ADJOINING AND SURROUNDING LAND USE AWSE performed a visual inspection of readily visible areas of adjacent properties. The following description of the current uses of adjoining properties and surrounding properties of potential environmental concern is based on AWSE's observations on the date of the inspection; and onsite and telephone interviews with owner's representatives, managers, and other site employees. 5.1 CURRENT USES OF ADJACENT PROPERTIES The subject property is located within the northern most Village of Tequesta metropolitan area in an area that consists of a mixed use of properties including residential and commercial land uses (Figure 2). In general, prominent adjoining land uses are as follows: North: The subject property is bordered on the northeast by the Tequesta Square office building with street addresses of 746 to 762 North US Highway 1. The northwest corner of the subject property is bordered by the Casa Del Sol of Tequesta condominium complex. South: The subject property is bordered on the south by the County Line Plaza shopping center that is occupied by a Publix Supermarket, Ace Hardware Store, Dollar General Store, Fitness Oasis, Domino's Pizza, Golden Chopsticks, Coral Cover Petals, McCarthy's Pub, Dunkin Donuts (outparcel), Chase Bank (outparcel), Time to East Diner (outparcel), East: The subject property is bordered to the east North US Highway 1 followed by the Broadview Intracoastal Place Condominium complex. West: The subject property is bordered to the northwest by the Cypress Manor Apartment complex and to the southwest by property owned by the Village of Tequesta that is being utilized by the Village of Tequesta Water Utility. AWSE's review of the regulatory databases (presented in Section 7.0) and a reconnaissance of visible areas of properties adjacent to the subject parcels did not identify potential upgradient nearby sites that could pose a potential environmental concern to the subject property. 5.2 SURROUNDING PROPERTIES OF POTENTIAL ENVIRONMENTAL CONCERN Based on AWSE's review of the regulatory databases, historical aerial photographs and a reconnaissance of visible areas of properties adjacent to the subject property, AWSE did not identify other adjoining or 111 Page Page 360 of 686 Agenda Item #11. nearby properties with ongoing environmental concerns that would have the potential to create environmental impairment on the subject property at this time. 6.0 HISTORIC SITE AND SURROUNDING PROPERTY CONDITIONS The history of land use on and near the subject property was evaluated from interviews, review of historical information and other documents referenced in Section 10.0. 6.1 CURRENT AND PRIOR OWNERSHIP/CHAIN-OF-TITLE Procurement and review of a 50 Year Chain -of -Title was not included in the scope of services for this project. AWSE reviewed information from the Palm Beach County Property Appraiser that was available through their website. According to the Property Appraiser information, the subject property is owned by the Royal Tequesta LLC. 6.2 INTERVIEWS Because the report user (Client) is not the property owner, it is understood that the report user would not have knowledge of the property that would significantly impact our ability to satisfy the objectives of this assessment. The lack of this information is not considered to represent a significant data gap. Interviews with the property owner were not available. 6.3 AERIAL PHOTOGRAPHS Historical aerial photographic images with coverage of the subject property for the years 1957, 1964, 1966, 1969, 1975, 1986, 1990, 1996, 1999, 2002, 2006, 2011, and 2015 were obtained from The Florida Department of Transportation Aerial Photograph Archive (Appendix B). The aerial photographs were reviewed monoscopically for information regarding past site land use. Aerial photographic quality was good to fair. AWSE obtained a 2019 aerial photograph (Figure 2) from the Palm Beach County GIS Department. The following provides a summary of our observations from these historical aerial photographs: 1957 The subject property northern parcel appears as cottage motel property with a large building facing US Highway 1 with approximately five small buildings facing a central access road on the west of the large building. The subject property southern parcel appears a large house with a circular driveway from US Highway 1. There is a small building just to the northwest of the house, and one additional small building just to the west of the house. The northern adjacent property appears to be occupied by a long rectangular building. US Highway 1 appears to the east as a two lane roadway followed by vacant land. The southern adjoining property appears to be occupied by two large buildings that are possibly houses that face US Highway 1. The western adjacent property to the subject property appears as vacant and cleared land. 1964 The five small buildings facing the central access road to the west of the large building are still visible but there is a rectangular fenced area to the west of the small cottage buildings that is nearly full of vehicles. 121 Page Page 361 of 686 Agenda Item #11. This area appears to be a vehicle or RV storage area. The subject property southern parcel appears nearly the same except the small building just to the northwest of the house has been removed. The northern adjacent property's long rectangular building has two vehicles parked in front of it suggesting that the building is a small motel. There are no changes visible on the eastern, southern and western adjacent properties. 1966 There are no significant changes visible on the northern or southern parcels of the subject property except for the growth of vegetation in the fenced area on the northern parcel in between the vehicles. There are no changes visible on the northern, eastern, southern and western adjacent properties. 1969 There are no significant changes visible on the northern or southern parcels of the subject property except for removal of most of the vehicles in the fenced area on the northern parcel. There are no changes visible on the northern, eastern, southern and western adjacent properties. 1975 There are no significant changes visible on the northern or southern parcels of the subject property except for removal of the southern three motel cottages on the northern parcel. Two cottage buildings remain on the north side of the central access road. There are no changes visible on the northern, southern and western adjacent properties. The adjacent property east of US Highway 1 appears as cleared land in preparation for development. 1980 Due to the poor quality of this photograph, most of the features on the subject property are not visible except for the circular driveway on the southern parcel. The adjacent property east of US Highway 1 has been improved with three large condominium buildings. The northwestern adjacent property has been improved with several large apartment buildings. There are no changes visible on the southern adjacent property, and the western adjacent property appears mostly as vacant land except for the initial improvements on the Village of Tequesta water treatment plant further to the west. 1986 All of the former motel buildings have been removed from the northern parcel. The fenced compound area is still visible with several vehicles and a tractor trailer visible inside of the fenced area. A new rectangular building is visible close to the southern property boundary to the east of the fenced compound. There are no significant changes visible on the southern parcel of the subject property. There are no changes visible on the northern, eastern and western adjacent properties. The pervious houses on the southern adjacent property have been removed and replaced with a new square building in the northeastern corner of that property. 1990 131 Page Page 362 of 686 Agenda Item #11. A new square building has replaced the fenced compound area on the northern parcel, which corresponds to the same area as the former fenced area. The building has central courtyard area with a drive through to the western part of the parcel. All areas outside of the both buildings have been paved with concrete except for approximately 8 planted island areas. There are no significant changes visible on the southern parcel of the subject property except for clearing of all vegetation from the parcel. There are no changes visible on the northern, eastern and western adjacent properties. The southern adjacent property has been developed into a strip shopping and all previous buildings have been removed. 1996 There are no significant changes visible on the northern or southern parcels of the subject property. However, there are no vehicles visible on the northern parcel, and the buildings appear to be unoccupied. There are no changes visible on the eastern, southern and western adjacent properties. The former motel building on the northern adjacent property has been removed and the property cleared for redevelopment. 1999 There are no significant changes visible on the northern parcel of the subject property. There are no significant changes visible on the southern parcel of the subject property except the former house has been removed from the property and several large trees now occupy the former house area. There are no changes visible on the northern, eastern, southern and western adjacent properties. 2002 There are approximately 22 mobile home trailers visible on the northern parcel of the subject property. There are no significant changes visible on the southern parcel of the subject property. There are no changes visible on the northern, eastern, southern and western adjacent properties. 2006 The buildings visible on the northern parcel of the subject property appear to have partially collapsed roofs, and also appear to be unoccupied. There are no significant changes visible on the southern parcel of the subject property. The currently existing office building on the northeastern adjacent property is visible, and construction of the condominium buildings on the northwestern adjacent property is also visible. There are no changes visible on the eastern, southern and western adjacent properties. 2011 All of the previous buildings on the northern parcel of the subject property have been removed except for the concrete building slabs, and the property is unoccupied. There are no significant changes visible on the southern parcel of the subject property. Construction of the condominium buildings on the northwestern adjacent property appears to have been completed. There are no changes visible on the eastern, southern and western adjacent properties. 2015 141 Page Page 363 of 686 Agenda Item #11. There are no significant changes visible on the northern or southern parcels of the subject property and the property appears to be vacant. There are no changes visible on the northern, eastern, southern and western adjacent properties. 6.4 TOPOGRAPHIC MAPS AWSE reviewed the USGS 7.5-minute topographic map of the "Jupiter, FL" quadrangle dated 1948, 1950, 1983, 2012 and 2018 (Figure 1). Each of the topographic maps depicts the area streets and roadways together with the area topography. 1948 There are five small buildings depicted on the subject property. Buildings are clearly visible to the north and east adjoining the subject property. There are also three small buildings depicted on the northern adjacent area. US Highway 1 appears to the east as a two lane roadway followed by vacant land. There are three small buildings depicted on the southern adjoining area. The western adjacent area to the subject property is depicted as vacant land. 1950 There are no changes depicted on this topographic map compared to the previous 1948 map. 1983 There are five small buildings depicted on the subject property. Buildings are clearly visible to the north and east adjoining the subject property. There are also four small buildings depicted on the northern adjacent area. US Highway 1 appears to the east as a two lane roadway followed by new large buildings that appear to correspond to the existing condominium buildings. There are three small buildings depicted on the southern adjoining area. The western adjacent area to the subject property is depicted as improved land with large apartment buildings. 2012 The entire map is shaded white and does not show individual buildings. This indicates complete development of the area. 2015 The entire map is shaded white and does not show individual buildings. This indicates complete development of the area. 6.5 SANBORN FIRE MAPS AWSE reviewed the online collection of Sanborn Fire insurance maps at the University of Florida, George A. Smathers Library. Sanborn map coverage was not available for the subject property. 6.6 CITY DIRECTORIES AWSE reviewed city directories at the Palm Beach County Library for the subject property. City directories provide an indication of past activities at and around the subject property by listing the name of the occupant, residential or commercial, by street address. City directories from 1967, 1972, 1981, 1986, 1990, 151 Page Page 364 of 686 Agenda Item #11. 1992, 1993, 1996, 1998, 2000 and 2004 were researched. The subject property street addresses of 734 and 746 North US Highway 1 were not identified in any of the city directories except for one listing in the 1990 city directory indicating that the property at 746 North US Highway 1 was under construction. Based on Internet searches, the street address of 746 North US Highway 1 was occupied by Tecluesta Motors from 1989 until approximately 2004. Copies of the city directories reviewed are not included. 7.0 HISTORIC SITE AND SURROUNDING PROPERTY CONDITIONS AWSE reviewed information gathered from several environmental databases compiled by GeoSearch in order to evaluate, to the extent possible, whether activities on or near the subject property have the potential to create adverse environmental impacts on the subject property. GeoSearch reviews databases compiled by Federal, state, and local government agencies. The complete list of databases is provided in Appendix C. It should be noted that this information is reported as AWSE received it from GeoSearch, which in turn reports information as it is provided in various government databases. It is not possible for either AWSE or GeoSearch to verify the accuracy or completeness of information contained in these databases. However, the use of and reliance on this information is a generally accepted practice in the conduct of environmental due diligence. A description of pertinent databases searched and the information obtained is summarized below: AGENCY DATABASE SURVEY DISTANCE NO. OF SITES IDENTIFIED STANDARD ENVIRONMENTAL RECORDS National Priority List (NPL) for Superfund Sites. 1.0 mile 0 Proposed NPL List Sites. 1.0 mile 0 NPL Liens (Federal Superfund Liens). Property 0 National Priority List Deletions (Delisted NPL) List. 1.0 mile 0 Comprehensive Environmental Response, Compensation and Liability Index System (CERCLIS) List. 0.5 mile 0 CERCLIS — No Further Remedial Action Planned (CERC-NFRAP). 0.5 mile 0 Corrective Action Report (CORRACTS) List. 1.0 mile 0 RCRA Permitted Treatment, Storage, and Disposal Facilities (TSDF). 0.5 mile 0 RCRA Registered Large Quantity Generators of Hazardous Waste (LQG). 0.25 mile 0 RCRA Registered Small Quantity Generators of Hazardous Waste (SQG). 0.25 mile 1 RCRA Registered Conditionally Exempt SQG of Hazardous Waste (CESQG). 0.25 mile 0 Engineering Controls Sites (US ENG CONTROL) List. 0.5 mile 0 Institutional Controls (US INST CONTROL) List. 0.5 mile 0 Emergency Response Notification System (ERNS) List. Property 0 State Hazardous Waste Sites (SHWS) List. 1.0 mile 0 Solid Waste Facilities/Landfill Sites (SWF/LF) List. 0.5 mile 0 Leaking Underground Storage Tank (LUST) List. 0.5 mile 3 Underground Storage Tank (UST) List. 0.25 mile 4 161 Page Page 365 of 686 Agenda Item #11. AGENCY DATABASE SURVEY DISTANCE NO. OF SITES IDENTIFIED Aboveground Storage Tank (AST) List. 0.25 mile 5 State List of Sites with Institutional Controls. 0.5 mile 0 Voluntary Cleanup Sites (VCP) List. 0.5 mile 0 Municipal Brownfields Redevelopment Grant Program (BROWNFIELDS) List. 0.5 mile 0 ADDITIONAL ENVIRONMENTAL RECORDS Priority Dr cleaners List. (Dry Cleaning Solvent Program) 0.5 mile 2 RCRA Non Generators (RCRA-NonGen) List. 0.25 mile 2 Records of Decision (ROD) List. 1.0 mile 0 Formerly Used Defense Sites (FUDS) List. 1.0 mile 2 Manufactured Gas Plants. 1.0 mile 0 Drycleaners List 0.25 mile 1 US Historical Auto Businesses 0.25 mile 0 US Historical Cleaners 0.25 mile 1 7.1 SUBJECT PROPERTY The subject property is identified as a RCRA Small Quantity Generator, a State of Florida UST facility, and a National Pollutant Discharge Elimination System (NPDES) facility (including listings in other Federal Database Lists of Registered Facilities) in the regulatory database report, as discussed below: • The subject property, identified as Royal Tequesta LLC at 746 North US Highway 1 has Facility Id. No. 9816491 for one 5,000-gallon gasoline UST. In September 2018, AWSE excavated and removed a 5,000-gallon former gasoline UST on the subject property that had been abandoned. AWSE's Tank Closure Assessment Report dated October 3, 2018 indicates that no soil or groundwater petroleum impacts were identified in the UST pit after the tank removal. The Palm Beach County Department of Environmental Resources Management approved the Tank Closure Assessment Report as representing a clean tank closure in their letter dated October 25, 2018. • Tequesta Motorcars at 746 North US Highway 1 has hazardous waste generator registration number FLD984206367. Tequesta Motorcars' original registration was as a Small Quantity Generator (SQG) in July 1991. AWSE obtained and reviewed an FDEP Hazardous Waste Inspection Report dated March 24, 2011. The inspection found that the Tequesta Motorcars was no longer in business. No other regulatory documents were identified and there are no reported hazardous materials discharges associated with this listing. Based on the regulatory status, this listing is not expected to represent a significant environmental concern. • Atlantis at 734 North US Highway 1 was issued a National Pollutant Discharge Elimination System (NPDES) Generic Permit Number FLR10DC01 for stormwater construction activities for the proposed property development. The permit application was for the Notice of Intent to Use Generic Permit for Stormwater Discharge from Small Construction Activities. This permit expired as no construction activities actually occurred on the property. Based on the current regulatory status, this listing is not expected to represent a significant environmental concern. 171 Page Page 366 of 686 Agenda Item #11. 7.2 ADJACENT PROPERTIES The adjacent property to the north, Casa Del Sol Condominium was issued National Pollutant Discharge Elimination System (NPDES) Generic Permit Number FLR10R606 for stormwater construction activities for the proposed property development. The permit application was for the Notice of Intent to Use Generic Permit for Stormwater Discharge from Small Construction Activities. This permit expired in 2009. Based on the current regulatory status, this listing is not expected to represent a significant environmental concern. 7.3 SITE VICINITY AWSE reviewed the database report to identify offsite facilities that have suspected or documented environmental concerns or RECs that may negatively impact the subject property. AWSE's criteria for further evaluating the potential impact of a listed offsite facility are summarized below: • The listed offsite facility is adjacent to the subject property; or, the listed offsite facility is documented or assumed to be hydrogeologically upgradient and a likely pathway exists for environmentally mobile contaminants to reach the subject property; or, contaminants from the listed offsite facility can reach the subject through other pathways (i.e., surface runoff); and, • The offsite facility is listed on one of the following databases: Federal NPL, Federal CORRACTS, Federal CERCLIS, Federal ERNS, State SPL, State SCL, State LUST, State Deed Restrictions, State Toxic Pits, Landfill (excluding transfer stations), and is not listed in the database as "closed" or "no further action" (including NFRAP); or, • The facility adjoins the subject property and is listed as a RCRA large -quantity hazardous waste generator, a CERCLIS NFRAP site, or an UST operator; or • The facility is a known or suspected concern based on AWSE's experience or observations made during the site reconnaissance. (i.e., Dry-cleaning operations that may or may not be listed as RCRA- SQG or a non -adjacent UST site that appears to have a remediation system in place). AWSE did not identify facilities that, using the criteria discussed above, that appeared to be a potential environmental concern to the subject property. Of the three other State of Florida LUST facilities identified on the regulatory database search report, all of the facilities are down gradient with respect to the subject property and are listed as having completed requirements for No Further Action Status or a Site Rehabilitation Completion Order. A nearby dry cleaning solvent impacted facility is also situated down gradient with the respect to the subject property with a low cleanup score with respect to its eligibility in the State of Florida Dry Cleaning Solvent Program funding. 7.4 UNMAPPED SITES AWSE reviewed the environmental database search report for unlocatable sites, which are sites that have not been geocoded based on lack of sufficient data regarding their exact location within the general area. There were no unlocatable sites identified. 181 Page Page 367 of 686 Agenda Item #11. 7.5 VAPOR MIGRATION In order to evaluate the migration of hazardous substances or petroleum products in vapor, AWSE conducted a Vapor Encroachment Screening (VES) in general accordance with the procedures included in ASTM E 2600 10, Standard Guide for Vapor Encroachment Screening on Property Involved in Real Estate Transactions. The purpose of the VES is to determine if a Vapor Encroachment Condition (VEC) exists, likely exists, cannot be ruled out, or can be ruled out because a VEC does not or is not likely to exist. The VES is not an exhaustive screening and is intended to reduce, but not eliminate, uncertainty regarding whether or not a VEC exists in connection with a property. The following table summarizes the types of facilities in the site vicinity that are evaluated in the environmental database report within the indicated survey distances. AGENCY DATABASE SURVEY DISTANCE FEDERAL STANDARD ENVIRONMENTAL RECORDS United States Environmental Protection Agency (EPA) National Priority List (NPL) for Superfund Sites 0.333 mile U.S. EPA Comprehensive Environmental Response, Compensation and Liability Index System (CERCLIS) 0.333 mile U.S. EPA Resource Conservation and Recovery Act (RCRA) Corrective Action Report (CORRACTS) 0.333 mile U.S. EPA RCRA Permitted Treatment, Storage, and Disposal Facilities (TSDFs) 0.333 mile U.S. EPA RCRA Generator Target Property U.S. Engineering or Institutional Controls Sites List 0.333 mile U.S. EPA Emergency Response Notification System (ERNS) Target Property STATE AND TRIBAL STANDARD ENVIRONMENTAL RECORDS State Sites (CERCLIS or NPL equivalent) 0.333 mile State Solid Waste Facilities/Landfills (SWF/LF) 0.333 mile State Leaking Underground Storage Tank Incident Reports (LUST) 0.333 mile State Underground Storage Tank Facilities (UST) Target Property State Registry of Engineering or Institutional Controls Target Property State Voluntary Cleanup Program Properties (VCP) 0.333 mile State Brownfields Site List (BROWNFIELDS) 0.333 mile 7.5.1 Subject Property Soil and groundwater quality at the subject property associated with the closed underground storage tanks has been assessed for volatile contaminates and no impacts were detected. Therefore, a vapor encroachment condition (VEC) is unlikely at the subject property at this time. 7.5.2 Surrounding Sites Based on the Area of Concern (AOC) as defined by ASTM E 2600 10, facilities located within an approximate minimum search distance of 1/3 mile for hazardous substances or 1/10 mile for petroleum 191 Page Page 368 of 686 Agenda Item #11. contaminated sites, were evaluated to determine if a VEC exists for the Property. There are no facilities located within 1/10 of a mile of the subject property identified in the database search report, which would be likely to have discharged petroleum hydrocarbons as the chemicals of concern (i.e. gasoline fuel associated with gas stations). However, there is one dry cleaning solvent impacted facility located within 1/3 of a mile of the subject property that was identified in the database search report. Based on the topographic location of this facility and the direction of groundwater flow to the southeast away from the subject property, a VEC is unlikely to have been created with respect to an offsite facility that would impact the subject property at this time. 7.6 REGULATORY AGENCY CONTACTS/INTERVIEWS During the performance of an environmental assessment, State and local regulatory agencies having jurisdiction over the subject property are contacted to evaluate the following information: the status of relevant environmental permits; whether there has been violations, or other similar correspondence from such agencies; whether corrective action or remediation is planned, currently taking place, or has been completed at the subject property; whether there have been reported violations or complaints that the subject property is not in compliance with environmental laws, regulations, or standards, and whether the subject property is under investigation for such non-compliance; whether the subject property is listed on the regulatory databases; and whether there is other pertinent documentation on file with such regulatory agencies regarding the subject property or surrounding sites of concern. The following agencies were contacted in regards to the Site: • Florida Department of Environmental Protection (FDEP), • South Florida Water Management District (SFWMD), • Palm Beach County Environmental Resources Management (PBERM), • Palm Beach County Property Appraiser, • Tequesta Building Department, and • Loxahatchee River District. Florida Department of Environmental Protection (FDEP) — AWSE searched the Florida Department of Environmental Protection Consolidated Mapping Application Website (http://ca.dep.state.fl.us/imf) and the OCULUS Document Website (dwmedms.dep.state.fl.us/Oculus) for information regarding registered activities at the subject property or information regarding facilities not identified on the GeoSearch environmental database report. AWSE obtained documents regarding the excavation and removal of the abandoned underground storage tank at the subject including the Tank Closure Assessment Report, and the Palm Beach County Environmental Resources Management (PBERM) letter approving the Tank Closure Assessment Report as clean closure. In addition, AWSE obtained a copy of Tequesta Motor's registration as a small quantity generator of hazardous waste, and a Florida Department of Environmental Protection Hazardous Waste Inspection Report dated March 24, 2011. The FDEP inspector found the facility to be closed. South Florida Water Management District (SFWMD) —AWSE searched the SFWMD ePermiting database (https://my.sfwmd.gov/ePermitting/MainPage.do) for any projects associated with the subject property that 201 Page Page 369 of 686 Agenda Item #11. require SFWMD approval. Partner obtained a copy of Water Use Individual Permit 50-006933-W for the landscape irrigation. The Water Use Permit expires on November 3, 2025. The proposed source of irrigation water is a new groundwater well. Since the proposed irrigation well would be situated approximately 700 feet west of the saline Intracoastal Canal, the applicant collected a groundwater sample for a United States Geological Survey saltwater monitoring well (PB-872) on the subject property for chloride concentration. The chloride concentration of the groundwater at a depth of 63 feet was reported at 59 parts per million, which is acceptable for landscape irrigation. The permit Limiting Condition #18 requires semi-annual testing of the well for chlorides. AWSE did not observe the location of monitor well PB-872 during the site reconnaissance and its status in unknown. AWSE also obtained a copy of Environmental Resource Standard General Permit for stormwater construction (50-07041-P) dated July 28, 2005 issued to Royal Tequesta LLC for the proposed development of the subject property. Since the proposed site improvements were not initiated this permit has expired. A new application for an Environmental Resource Standard General Permit for stormwater construction was submitted to the SFWMD on April 24, 2019, but a permit has not been approved as of the date of this report. No other records regarding hazardous substance use, storage or releases, or the presence of USTs and AULs on the subject property were identified in the document database. Palm Beach County Department of Environmental Resources Management (PBERM)—AWSE searched the My GeoNav website (http:Hmaps.co.palm-beach.fl.us/mygeonav/#) for additional pertinent information to the subject property and adjoining properties. AWSE searched the online GIS mapping application for records regarding hazardous substance use, storage or releases, or the presence of ASTs, USTs and solid waste facilities on the subject property. The search identified the former underground storage tank facilities at the subject property. In addition, the subject property is not shown to be located within a municipal wellfield protection zone or within a 2-mile radius of a Palm Beach County former solid waste landfill. Palm Beach County Property Appraiser — AWSE searched the Palm Beach County Property Appraiser website (http://www.pbcgov.com/papa/') for information regarding the subject property. The subject properties consists of two separate adjoining parcels, and are identified with Parcel Control Numbers 60-43- 40-30-00-001-0120 and 60-43-40-30-00-001-0170 with the ownership in the name of Royal Tequesta LLC as of July 2004. There are no building improvements identified for the subject property and the use code is listed as vacant commercial property for both parcels. Village of Tequesta Building Department — AWSE contacted the Village of Tequesta Building Department regarding the subject property addresses. According to Ms. Ahelya Medford the available building permit records extend back to approximately the year 2002. Since then the only building permit identified was for demolition work for the property at the 746 North US Highway 1 street address. Permit records for building improvements prior to 1990 were not available. Loxahatchee River District — AWSE contacted the Loxahatchee River District regarding sanitary sewer connection for the subject property addresses. According to Ms. Linda Lunsford sanitary sewer lines where constructed in North US Highway 1 in 1989. Shortly after installation of the sewer lines, the property at 746 North US Highway 1 made a 6-inch connection to the sewer system. This appears to coincide with the 211 Page Page 370 of 686 Agenda Item #11. development of this property by Tecluesta Motors. Prior to this time, this property utilized a septic tank. It is assumed that the septic tank was abandoned at this time in order to connect to the sewer system. A sewer connection was never made for the property at 734 North US Highway 1. Therefore, this property utilized a septic tank for wastewater disposal, which is most likely still present on this parcel. 221 Page Page 371 of 686 Agenda Item #11. 8.0 FINDINGS AND CONCLUSIONS AWSE has developed and performed the all appropriate inquiries in conformance with the standards and practices set forth in 40 CFR Part 312 Standards and Practices for All Appropriate Inquiries; Final Rule updated on December 30, 2013 of the Royal Tequesta LLC properties located at 734 and 746 North US Highway 1 in the Village of Tequesta, Palm Beach County, Florida. 8.1 FINDINGS A recognized environmental condition (REC) refers to the presence or likely presence of any hazardous substances or petroleum products in, on, or at a property: due to release to the environment; under conditions indicative of a release to the environment; or under conditions that pose a material threat of a future release to the environment. The following was identified during the course of this assessment: • AWSE did not identify any recognized environmental conditions during the course of this assessment. A controlled recognized environmental condition (CREC) refers to a REC resulting from a past release of hazardous substances or petroleum products that has been addressed to the satisfaction of the applicable regulatory authority, with hazardous substances or petroleum products allowed to remain in place subject to the implementation of required controls. The following was identified during the course of this assessment: • AWSE did not identify any controlled recognized environmental conditions during the course of this assessment. A historical recognized environmental condition (HREC) refers to a past release of any hazardous substances or petroleum products that has occurred in connection with the property and has been addressed to the satisfaction of the applicable regulatory authority or meeting unrestricted use criteria established by a regulatory authority, without subjecting the property to any required controls. The following was identified during the course of this assessment: • AWSE identified the closure in September 2018 of a 5,000-gallon gasoline UST on the subject property that had been abandoned as an HREC. AWSE's Tank Closure Assessment Report dated October 3, 2018 indicates that no soil or groundwater petroleum impacts were identified in the UST pit after the tank removal. The Palm Beach County Department of Environmental Resources Management approved the Tank Closure Assessment Report as representing a clean tank closure in their letter dated October 25, 2018. An environmental issue refers to environmental concerns identified by Partner, which do not qualify as RECs; however, warrant further discussion. The following was identified during the course of this assessment: • Based on the historical aerial photograph review, there was a fenced and unpaved vehicle storage area on the subject property north parcel at 746 North US Highway 1 from approximately 1964 to 1986. During this time, there is a potential that unintentional drips or oil/fuel leaks from the vehicles occurred as could be observed in a typical parking lot. In approximately 1989, the entire vehicle storage area was graded and backfilled for the construction of the main auto dealership 231 Page Page 372 of 686 Agenda Item #11. building on the subject property. Thereafter, this area on the subject property was covered by a building structure that minimized direct contact to any potential remaining soil impacts. As such during the site development activities, near surface soils (where oil/fuel soil impacts may have most likely been present, if at all) were likely mixed with fill material or disturbed during grading. Also, in this case, additional fill material was placed over underlying soils as part of the development activities to create a level building pad area. These additional variables serve to further reduce the potential for exposure to residual soil impacts (if any). Based on these reasons, AWSE concludes that the historical vehicle storage area is not expected to represent a significant environmental concern at this time. AWSE understands that the future development plans involve removal of the remaining building pads and the eventual construction of a roadway and buildings over this historical area. • AWSE observed a former domestic water supply well on the subject property south parcel at 734 North US Highway 1, and there is most likely an abandoned domestic septic tank on this parcel also associated with the historical house on this parcel. AWSE concludes that the domestic septic tank is not expected to represent a significant environmental concern at this time since its last use for domestic wastewater was in approximately 1986. AWSE understands that the future development plans involve removal of any remaining building pads including the abandoned septic tank and the eventual construction of a roadway and buildings over this historical area. Conclusions, Opinions and Recommendations AWSE has performed a Phase I Environmental Site Assessment in conformance with the scope and limitations of ASTM Practice E1527-13 of the Royal Tequesta, LLC properties at 734 and 746 North US Highway 1 in the Village of Tequesta, Palm Beach County, Florida ("subject property' or "site"). Any exceptions to, or deletions from, this practice are described in the limitations sections of this report. This assessment has revealed evidence of potential recognized environmental conditions and environmental issues in connection with the subject property. Based on the conclusions of this assessment, Partner recommends the following: • 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. • 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. 241 Page Page 373 of 686 Agenda Item #11. 9.0 QUALIFICATIONS AND SIGNATURES AWSE has performed a Phase I Environmental Site Assessment of the Royal Tequesta LLC properties located at 734 and 746 North US Highway 1 in the Village of Tequesta, Palm Beach County, Florida in general conformance with the scope and limitations of the protocol and the limitations stated earlier in this report. Exceptions to or deletions from this protocol are discussed earlier in this report. By signing below, AWSE declares that, to the best of our professional knowledge and belief, we meet the definition of Environmental Professional as defined in §312.10 of 40 CFR §312. AWSE has the specific qualifications based on education, training, and experience to assess a property of the nature, history, and setting of the subject property. AWSE has developed and performed the all appropriate inquiries in conformance with the standards and practices set forth in 40 CFR Part 312. This report was prepared by: Air, Water & Soil Engineering Inc. Curtis L. Dokken, P.E., BC, PSSC Engineer 251 Page David Schulte, P.G. Senior Geologist Page 374 of 686 Agenda Item #11. 10.0 REFERENCES ASTM, 2013. American Society for Testing and Materials (ASTM). Standard E Section, "Standard Practice for Environmental Site Assessments: Phase I Environmental Site Assessment Process," December 2013. USEPA, 2013. United States Environmental Protection Agency (USEPA). 40 CFR Part 312 "Standards and Practices for All Appropriate Inquiries," December, 2013. GeoSerach, 2019, Radius Map Report, Property at 734 North US Highway 1, Tequesta, Florida 33469; Job Number: 299216, June 14, 2019. USGS, 1988. United States Geological Survey (USGS), "Jupiter, FL" 7.5-minute Topographical Map, 1948, 1950, 1983, 2012 and 2018. Soil Survey of Palm Beach County Florida, U.S. Department of Agriculture Soil Conservation Service, March 1976. Land, Larry, F.; Rodis, Harry G., and Schneider, James J.; 1973, Appraisal of the Water Resources of Eastern Palm Beach County, Florida, State of Florida, Bureau of Geology, Report of Investigations No. 67. Shine, Mary -Jo; Padgett, Don G. J., and Brafknecht, William M., 1989, Ground Water Resource Assessment of Eastern Palm Beach County, Florida, South Florida Water Management District, Technical Publication 89-4. Publication of Archival, Library & Museum Materials Website, Archive of Florida Aerial Photography (PALMMhttp://web.uflib.ufl.edu/digital/collections/FLAP/). United States Environmental Protection Agency, EPA Map of Radon Zones (Document EPA-402-R-93- 071), accessed via the internet, June 2019. Florida Department of Environmental Protection OCULUS Internet website, (http://l99.73.242.64/Oculus/). U.S. Fish and Wildlife Wetlands, National Wetlands Inventory, Wetlands Online Mapper (http://wetlandsfws.er.usgs.gov/NWI/index.html). FEMA Map Website (http://msc.fema.gov). United States Environmental Protection Agency, Envirofacts website; (http://www.epa.gov/enviro/indexjava.html). Land Boundary Information System website (http://www.labins.org). 261 Page Page 375 of 686 Agenda Item #11. FIGURES 1 TOPOGRAPHIC LOCATION MAP 2 2019 AERIAL SITE PLAN Page 376 of 686 naa Item in i . .let my 0 0. 0.3 mi N Reference: USGS Topographical Quadrangles, W g Jupiter, Florida, 2018. TOPOGRAPHICAL LOCATION MAP File: Fig1-TequestaTopo.cdr S DRDS NOTES BY DATE Royal Tequesta LLC Property DATE Air, Water & Soil 734 and 746 North US Highway 1 FIGURE June2019 Engineering Tequesta, FL 33469 1 Page 377 of 686 gen a Item Reference: Palm Beach County GIS LEGEND A = Casa Del Sol of Tequesta Condominiums B = Tequesta Square Office Building, 746 to 762 North US Highway 1 C = Broadview Intracoastal Place Condominiums D = Chase Bank, 728 North US Highway 1 E = County Line Plaza Shopping Center F = Village of Tequesta Property G = Cypress Manor Apartment Complex 1 = Former UST Location 2 = Pad Mounted Transformer 3 = Concrete Building Pad 4 = Former Building Foundation next to former domestic water well = Approximate Location of USGS PB-872 Well = Approximate Location of Domestic Well N = Approximate Property Boundary W E File: Fig2-Tequesta 2019 Aerial Photograph showing Site and Adjoining Properties. NTs S DRAWN NOTES BY DATE Royal Tequesta LLC Property Air, Water &Soil y q p y FIGURE DATE, Engineering 734 and 746 North US Highway 1 June 2019 Tequesta, F L 33469 2 Agenda Item #11. APPENDIX A: SITE PHOTOGRAPHS Page 379 of 686 0 enda Item #11. PHOTOGRAPHIC RECORD '`- June 7 2019 Client Name: LC Construction Site Location: Royal Tequesta, LLC Property Florida Inc. 734-746 US Highway 1 Tequesta, Florida 33469 Photo No. 1 View Direction of Photo: Looking south from eastern boundary with North US Highway 1. Description: View along eastern boundary with North US Highway 1. View Direction of Photo: Looking north from eastern boundary with North US Highway 1. Description: View along eastern boundary with North US Highway 1. ry " ', ie E! � 380 of 0 enda Item #11. PHOTOGRAPHIC RECORD '`- June 7 2019 Client Name: LC Construction Site Location: Royal Tequesta, LLC Property Florida Inc. 734-746 US Highway 1 Tequesta, Florida 33469 Photo No. 3 View Direction of Photo: Looking east from western property boundary. Description: View across central area of 746 North US Highway 1 property towards North US Highway 1. View Direction of Looking east from". western property boundary. yam # View along southernkm + - Northboundary of 746 • property with 734 North Highway " property to the right. 27; - i $ -Ak `. - 0 enda Item #11. PHOTOGRAPHIC RECORD June 7, 2019 Client Name: LC Construction Site Location: Royal Tequesta, LLC Property Florida Inc. 734-746 US Highway 1 Tequesta, Florida 33469 Photo No. 5 View Direction of Photo: Looking north from central area of 746 North US Highway 1 property. Description: View of concrete block wall along northern property boundary with condominium property. View Direction of Photo: Looking east at low lying area. Description: View of debris accumulation in low lying area in central area of 746 North US Highway 1 property. -�, 0 enda Item #11. PHOTOGRAPHIC RECORD June 7, 2019 Client Name: LC Construction Site Location: Royal Tequesta, LLC Property Florida Inc. 734-746 US Highway 1 Tequesta, Florida 33469 Photo No. 7 View Direction of Photo: Looking west from central main building on 746 North US Highway 1 property. Description: View of extent of concrete pavement on the 746 North US Highway 1 property. View Direction of Photo: Looking northwest from central area of 746 North US Highway 1 property. Description: Another view of extent of concrete pavement on 746 North US Highway 1 property. 0 enda Item #11. PHOTOGRAPHIC RECORD '`- June 7 2019 Client Name: LC Construction Site Location: Royal Tequesta, LLC Property Florida Inc. 734-746 US Highway 1 Tequesta, Florida 33469 Photo No. 9 View Direction of Photo: Looking south along western wall of former main building. Description: View along western wall of former main dealership building on 746 North US Highway 1 property. View Direction of Photo: Looking east across former main dealership building foundation. Description: View of the building slab off the former main building. Page 384 of 0 enda Item Client Name: LC Construction Florida Inc. Photo No. 11 View Direction of Photo: Looking east from main building slab area. Description: View of former building slab of eastern building on 746 North US Highway 1. View Direction of Photo: Looking north along eastern wall of former dealership building. Description: View of former main dealership building slab showing difference in elevation between wall and concrete pavement. PHOTOGRAPHIC RECORD June 7, 2019 Location: Royal Tequesta, LLC Property 734-746 US Highway 1 Tequesta, Florida 33469 .#j Page 385 of i �� enda Item #11. PHOTOGRAPHIC RECORD '`- June 7 2019 Client Name: LC Construction Site Location: Royal Tequesta, LLC Property Florida Inc. 734-746 US Highway 1 Tequesta, Florida 33469 Photo No. 13 View Direction of Photo: Looking east from north side of former main dealership building slab. Description: View of concrete paved area on the north side of the 746 North US Highway 1 property. View Direction of Photo: Looking south from north side of former main dealership building slab. Description: View showing difference in elevation between former main building slab and the eastern concrete pavement. ..I Page 386 of 6 M 0 enda Item #11. PHOTOGRAPHIC RECORD '`- June 7 2019 Client Name: LC Construction Site Location: Royal Tequesta, LLC Property Florida Inc. 734-746 US Highway 1 Tequesta, Florida 33469 Photo No. 15 View Direction of Photo: Looking northeast from east wall of former main building slab area. Description: View of low lying area in concrete pavement east of former building slab. Grass covered area in center is a stormwater catch basin inlet. View Direction of Photo: Looking west from former eastern building slab area. Description: View of difference in elevation between the former eastern building and the western main dealership building. A C 0 enda Item #11. PHOTOGRAPHIC RECORD '`- June 7 2019 Client Name: LC Construction Site Location: Royal Tequesta, LLC Property Florida Inc. 734-746 US Highway 1 Tequesta, Florida 33469 Photo No. 17 View Direction of Photo: Looking east from former eastern building slab area. Description: View along southern boundary of the 746 North US Highway 1 property with the 734 North US Highway 1 property to the right. View Direction of Photo: Looking north from east of the former eastern building slab area. Description: View of former location of the UST that was removed from the property in September 2018. W _ A 0 enda Item #11. PHOTOGRAPHIC RECORD '`- June 7 2019 Client Name: LC Construction Site Location: Royal Tequesta, LLC Property Florida Inc. 734-746 US Highway 1 Tequesta, Florida 33469 Photo No. 19 View Direction of Photo: Looking north from the former UST area. Description: View of concrete rubble from the excavation of the former UST. View Direction of Photo: Looking east from western area of the 734 North US Highway 1 property. Description: View across western interior of 734 North US Highway 1 property. Page 389 of 0 enda Item #11. PHOTOGRAPHIC RECORD '`- June 7 2019 Client Name: LC Construction Site Location: Royal Tequesta, LLC Property Florida Inc. 734-746 US Highway 1 Tequesta, Florida 33469 Photo No. 21 View Direction of Photo: Looking north from northern boundary of 734 North US Highway 1 property. Description: View across eastern area of 734 North US Highway 1 property towards the Chase Bank property in the background. View Direction of Photo: Looking south within interior area of 734 North US Highway 1 property. Description: View of shed foundation within interior area of the 734 North US Highway 1 property. 'ki L• �. s e p., 0 0 enda Item #11. PHOTOGRAPHIC RECORD June 7, 2019 Client Name: LC Construction Site Location: Royal Tequesta, LLC Property Florida Inc. 734-746 US Highway 1 Tequesta, Florida 33469 Photo No. 23 View Direction of Photo: Looking north within interior area of 734 North US Highway 1 property. Description: View of domestic water well location within interior area of the 734 North US Highway 1 property. View Direction of Photo: Looking north at northeast corner of 746 North US Highway 1 property. Description: View of pad mounted electrical transformer location. X-..- - Page 391 of 0 enda Item #11. PHOTOGRAPHIC RECORD June 7, 2019 Client Name: LC Construction Site Location: Royal Tequesta, LLC Property Florida Inc. 734-746 US Highway 1 Tequesta, Florida 33469 Photo No. 25 View Direction of Photo: Looking west from midway along southern boundary of 734 North US Hwy 1 Description: View of southern interior of 734 North US Highway 1 property where there is easy access from the southern adjacent shopping center property. View Direction of Photo: Looking east from midway along southern boundary of 734 North US Hwy 1 Description: View of trash accumulation from vagrants camping on the property. Agenda Item #11. APPENDIX B: HISTORICAL DOCUMENTATION Page 393 of 686 No Text Agend 5�u 400* `.Midi A '�. k'do r r�lllY■� . �. OF, ig + 4 i Page 395 of 686 No Text No Text QW° s =. 0% Page 398 of 686 Agenda Item #11. KM e O 00 w if Page 399 of 686 No Text Agenda LM e 1.� Ri IL f r, # 0L I 0 O a Page 401 of 686 Agenda WO .+ -W- - Page 402 of 686 t, rm ONO Me — ink 0 No Text Agenda ir 010 b kF �_RIF- ,: • 1-. or 0L 4-0 '-;Law y W rl •° P 1 k9 x Page 405 of 686 r . +; ' 4j . No Text Lkuullud Merl] 1+-I-I. A 4's J. 24 NI —MARTI]q V3 4 J ri A. Subject Property LR 7- I'Tm 'r 4; s Reference: USGS Topographical Quadrangle, Jupiter Florida 1948 ;C5 Page 408 of 686 Lkeflud Item IF-1-1. 'A-." F}xicks I � fi i~ lil1°l.iP.� 1: ! l I, •4 • `4.. ,a "�,��� ,� ,'� �4 "I •% Subject • . u .. _ �yt _ F '• r, Property db. Y pp I f i `r8 ti �`iY a 5 AT -g ..1 ' __. �ti i .IF �� ! �} �y �.� d• rL1 eni J !_ 4 ti 'oe Y„�Y1. 'o, y u T I __ J91�1Ft[r ffiLsk'� _q � ..5 r r air _:�dY• Y' aid 1 i '` j '! T 40'9. o y JUP u i � � � Yfs �� '15t. • Iti �': �, �,, .. �. •.... K:. _,_ �F __ ice'` �' _�.�Ya I, 'I .4 Reference: USGS Topographical Quadrangle, Jupiter Florida 1950 Page 409 of 686 Lkuuflud Bell] 1F-1-1. .. .i 1 T e - j � � :L 1hy� — y I • _ _1 : v I m � •� • . ' vti' Subject r " Property 0. L JOE v L,� —_ i' � f • - � � � . ++ e 4�d�_!. fern■ 5 � •• k 1. • P I , I 11 ��jl v v Lx eTi — ., Sri •• �' }:.� f. _ fie.. �_. �•. f � -• � n. ' " I --tee � � .' i L•'• e T r d e1449`terl r rygq a f de N e. a .I• ,. .. — tip. 16 _ �� die Reference: USGS Topographical Quadrangle, Jupiter Florida 1983 Page 410 of 686 Lkqellud Item ff -I -I. rj T-I( r\� M Reference: USGS Topographical Quadrangle, Jupiter Florida 2012 Page 411 of 686 Agenda Item #11. APPENDIX C: ENVIRONMENTAL DATABASE SEARCH REPORT Page 412 of 686 Agenda Item #11. GeQSearch On time. On target. In touch"' Radius Report GeoLens by GeoSearch Target Property: 734 US Highway 1 Tequesta, Florida 33469 734 US-1 Tequesta, Palm Beach County, Florida 33469 Prepared For: Air, Water & Soil Engineering, Inc. Order #. 128121 Job A 299216 Date: 0611412019 GeQSearch www.geo-search.com 888-396-0042 Order# 128121 Job#299216 Page Agenda Item #11. Table of Contents Target Property Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 Database Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 Database Radius Summary . . . . . . . . . . . . . . . . . . . . . . . . . . 6 Radius Map . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10 Ortho Map . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12 Topographic Map . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13 Located Sites Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . 13 Elevation Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 17 Unlocated Sites Summary . . . . . . . . . . . . . . . . . . . . . . . . . . 66 Environmental Records Definitions . . . . . . . . . . . . . . . . . . . . . . 68 Unlocatable Report . . . . . . . . . . . . . . . . . . . . . . . See Attachment Zip Report . . . . . . . . . . . . . . . . . . . . . . . . . . . See Attachment Ge Search www.geo-search.com 888-396-0042 )rder# 128121 Job#299216 Page 4-1 • •ii Agenda Item #11. Disclaimer This report was designed by GeoSearch to meet or exceed the records search requirements of the All Appropriate Inquiries Rule (40 CFR T,�%312.26) and the current version of the AS TM International E1527, Standard Practice for Environmental Site Assessments: Phase/ Environmental Site Assessment Process or, if applicable, the custom requirements requested by the entity that ordered this report. The records and databases of records used to compile this report were collected from various federal,state and local governmental entities. It is the goal of GeoSearch to meet or exceed the 40 CFR T,�%312.26 and E1527 requirements for updating records by using the best available technology. GeoSearch contacts the appropriate governmental entities on a recurring basis. Depending on the frequency with which a record source or database of records is updated by the governmental entity, the data used to prepare this report may be updated monthly, quarterly, semi-annually, or annually. The information provided in this report was obtained from a variety of public sources. GeoSearch cannot ensure and makes no warranty or representation as to the accuracy, reliability, quality, errors occurring from data conversion or the customer's interpretation of this report. This report was made by GeoSearch for exclusive use by its clients only. Therefore, this report may not contain sufficient information for other purposes or parties. GeoSearch and its partners, employees, officers And independent contractors cannot be held liable For actual, incidental, consequential, special or exemplary damages suffered by a customer resulting directly or indirectly from any information provided by GeoSearch. GeQSearch www.geo-search.com 888-396-0042 Order# 128121 Job#299216 Page a item ni. Target Property Summary Target Property Information 734 US Highway 1 Tequesta, Florida 33469 734 US-1 Tequesta, Florida 33469 Coordinates Area centroid (-80.087997, 26.9686276) 25 feet above sea level USGS Quadrangle Jupiter, FL Geographic Coverage Information County/Parish: Palm Beach (FL) , Martin (FL) ZipCode(s): Hobe Sound FL: 33455 Jupiter FL: 33469 Ge Search www.geo-search.com 888-396-0042 Order# 128121 Job#299216 aggf 4 • •ii a item ni. Database Summary FEDERAL LISTING Standard Environmental Records Database Acronym Locatable Unlocatable Search Radius (miles) EMERGENCY RESPONSE NOTIFICATION SYSTEM ERNSFL 0 0 TP/AP FEDERAL ENGINEERING INSTITUTIONAL CONTROL SITES EC 0 0 TP/AP LAND USE CONTROL INFORMATION SYSTEM LUCIS 0 0 TP/AP RCRA SITES WITH CONTROLS RCRASC 0 0 TP/AP RESOURCE CONSERVATION & RECOVERYACT - GENERATOR RCRAGR04 1 0 0.1250 RESOURCE CONSERVATION & RECOVERYACT - NON- RCRANGR04 2 0 0.1250 GENERATOR BROWNFIELDS MANAGEMENT SYSTEM BF 0 0 0.5000 DELISTED NATIONAL PRIORITIES LIST DNPL 0 0 0.5000 NO LONGER REGULATED RCRA NON-CORRACTS TSD FACILITIES NLRRCRAT 0 0 0.5000 RESOURCE CONSERVATION & RECOVERYACT - NON-CORRACTS RCRAT 0 0 0.5000 TREATMENT, STORAGE & DISPOSAL FACILITIES SUPERFUND ENTERPRISE MANAGEMENT SYSTEM SEMS 0 0 0.5000 SUPERFUND ENTERPRISE MANAGEMENT SYSTEM ARCHIVED SEMSARCH 0 0 0.5000 SITE INVENTORY NATIONAL PRIORITIES LIST NPL 0 0 1.0000 NO LONGER REGULATED RCRA CORRECTIVE ACTION FACILITIES NLRRCRAC 0 0 1.0000 PROPOSED NATIONAL PRIORITIES LIST PNPL 0 0 1.0000 RESOURCE CONSERVATION & RECOVERYACT - CORRECTIVE RCRAC 0 0 1.0000 ACTION FACILITIES RESOURCE CONSERVATION & RECOVERYACT - SUBJECT TO RCRASUBC 0 0 1.0000 CORRECTIVE ACTION FACILITIES SUB -TOTAL 1 1 3 1 0 Additional Environmental Records Database Acronym Locatable Unlocatable Search Radius (miles) AEROMETRIC INFORMATION RETRIEVAL SYSTEM/AIR FACILITY AIRSAFS 0 0 TP/AP SUBSYSTEM BIENNIAL REPORTING SYSTEM BRS 0 0 TP/AP CERCLIS LIENS SFLIENS 0 0 TP/AP CLANDESTINE DRUG LABORATORY LOCATIONS CDL 0 0 TP/AP EPA DOCKET DATA DOCKETS 0 0 TP/AP ENFORCEMENT AND COMPLIANCE HISTORY INFORMATION ECHOR04 3 0 TP/AP FACILITY REGISTRY SYSTEM FRSFL 3 0 TP/AP Ge Search www.geo-search.com 888-396-0042 Order# 128121 Job#299216 a�Pof 4 • •ii a item ni. Database Summary Database Acronym Locatable Unlocatable Search Radius (miles) HAZARDOUS MATERIALS INCIDENT REPORTING SYSTEM HMIRSR04 0 0 TP/AP INTEGRATED COMPLIANCE INFORMATION SYSTEM (FORMERLY /CIS 0 0 TP/AP DOCKETS) INTEGRATED COMPLIANCE INFORMATION SYSTEM NATIONAL ICISNPDES 2 0 TP/AP POLLUTANT DISCHARGE ELIMINATION SYSTEM MATERIAL LICENSING TRACKING SYSTEM MLTS 0 0 TP/AP NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM NPDESR04 1 0 TP/AP PCB ACTIVITY DATABASE SYSTEM PADS 0 0 TP/AP PERMIT COMPLIANCE SYSTEM PCSR04 1 0 TP/AP SEMS LIEN ON PROPERTY SEMSLIENS 0 0 TP/AP SECTION SEVEN TRACKING SYSTEM SSTS 0 0 TP/AP TOXIC SUBSTANCE CONTROL ACT INVENTORY TSCA 0 0 TP/AP TOXICS RELEASE INVENTORY TRI 0 0 TP/AP ALTERNATIVE FUELING STATIONS ALTFUELS 0 0 0.2500 FEMA OWNED STORAGE TANKS FEMAUST 0 0 0.2500 HISTORICAL GAS STATIONS HISTPST 0 0 0.2500 INTEGRATED COMPLIANCE INFORMATION SYSTEM ICISCLEANERS 0 0 0.2500 DRYCLEANERS MINE SAFETY AND HEA L TH A DMINIS TRA TION MASTER INDEX FILE MSHA 0 0 0.2500 MINERAL RESOURCE DATA SYSTEM MRDS 0 0 0.2500 OPEN DUMP INVENTORY ODI 0 0 0.5000 SURFACE MINING CONTROL AND RECLAMATIONACT SITES SMCRA 0 0 0.5000 URANIUM MILL TAILINGS RADIATION CONTROL ACT SITES USUMTRCA 0 0 0.5000 DEPARTMENT OF DEFENSE SITES DOD 0 0 1.0000 FORMER MILITARY NIKE MISSILE SITES NMS 0 0 1.0000 FORMERLY USED DEFENSE SITES FUDS 2 0 1.0000 FORMERLY UTILIZED SITES REMEDIAL ACTION PROGRAM FUSRAP 0 0 1.0000 RECORD OF DECISION SYSTEM RODS 0 0 1.0000 SUB -TOTAL 12 0 Ge Search www.geo-search.com 888-396-0042 Order# 128121 Job#299216 aPof 4 • •ii a item ni. Database Summary STATE (EL) LISTING Standard Environmental Records Database Acronym Locatable Unlocatable Search Radius (miles) ENGINEERING AND INSTITUTIONAL CONTROL SITES ICEC 0 0 TP/AP ABOVEGROUND STORAGE TANKS AST 5 0 0.2500 UNDERGROUND STORAGE TANKS UST 4 0 0.2500 BROWNFIELD AREAS BF 0 0 0.5000 BROWNFIELDS SITE REHABILITATION AGREEMENT SITES BSRA 0 0 0.5000 REGISTERED LEAKING STORAGE TANKS LUAST 3 0 0.5000 SOLID WASTE FACILITIES SWF 0 0 0.5000 VOLUNTARY CLEANUP SITES VCS 0 0 0.5000 STATE HAZARDOUS WASTE SITES SHWS 0 0 1.0000 SUB -TOTAL 12 0 Additional Environmental Records Database Acronym Locatable Unlocatable Search Radius (miles) FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION DEPCLEANUP 0 0 TP/AP CLEANUP SITES GROUND WATER CONTAMINATION AREAS GWCA 0 0 TP/AP SPILLS LISTING SPILLS 0 0 TP/AP UNDERGROUND INJECTION CONTROL WELLS UIC 0 0 TP/AP CATTLE DIP VATS CDV 0 0 0.1250 NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM NPDES 4 0 0.1250 FACILITIES DRY CLEANERS CLEANERS 1 0 0.2500 HISTORICAL DRY CLEANERS HISTCLEANERS 1 0 0.2500 CLEANUPS DRYCLEANING SOLVENT PROGRAM CLEANUP SITES 2 0 0.5000 SUB -TOTAL 1 1 8 1 0 Ge Search www.geo-search.com 888-396-0042 Order# 128121 Job#299216 aPof 4 • •ii a item ni. Database Summary TRIBAL LISTING Standard Environmental Records Search Radius Database Acronym Locatable Unlocatable (miles) UNDERGROUND STORAGE TANKS ON TRIBAL LANDS USTR04 0 0 0.2500 LEAKING UNDERGROUND STORAGE TANKS ON TRIBAL LANDS LUSTR04 0 0 0.5000 OPEN DUMP INVENTORY ON TRIBAL LANDS ODINDIAN 0 0 1 0.5000 SUB -TOTAL 0 0 Additional Environmental Records Search Radius Database Acronym Locatable Unlocatable (miles) INDIAN RESERVATIONS INDIANRES 0 0 1.0000 SUB -TOTAL 0 0 TOTAL 35 0 Ge Sear..rh www.geo-search.com 888-396-0042 Order# 128121 Job#299216 agPof • •ii a item ni. Database Radius Summary FEDERAL LISTING Standard environmental records are displayed in bold. Acronym Search Radius (miles) TP/AP (0 - 0.02) 118 Mile (> TP/AP) 114 Mile (> 118) 112 Mile (> 114) 1 Mile (> 112) > 1 Mile Total AIRSAFS 0.0200 0 NS NS NS NS NS 0 BRS 0.0200 0 NS NS NS NS NS 0 CDL 0.0200 0 NS NS NS NS NS 0 DOCKETS 0.0200 0 NS NS NS NS NS 0 EC 0.0200 0 NS NS NS NS NS 0 ECHOR04 0.0200 3 NS NS NS NS NS 3 ERNSFL 0.0200 0 NS NS NS NS NS 0 FRSFL 0.0200 3 NS NS NS NS NS 3 HMIRSR04 0.0200 0 NS NS NS NS NS 0 /CIS 0.0200 0 NS NS NS NS NS 0 ICISNPDES 0.0200 2 NS NS NS NS NS 2 LUCIS 0.0200 0 NS NS NS NS NS 0 MLTS 0.0200 0 NS NS NS NS NS 0 NPDESR04 0.0200 1 NS NS NS NS NS 1 PADS 0.0200 0 NS NS NS NS NS 0 PCSR04 0.0200 1 NS NS NS NS NS 1 RCRASC 0.0200 0 NS NS NS NS NS 0 SEMSLIENS 0.0200 0 NS NS NS NS NS 0 SFLIENS 0.0200 0 NS NS NS NS NS 0 SSTS 0.0200 0 NS NS NS NS NS 0 TRI 0.0200 0 NS NS NS NS NS 0 TSCA 0.0200 0 NS NS NS NS NS 0 RCRAGR04 0.1250 0 1 NS NS NS NS 1 RCRANGR04 0.1250 1 1 NS NS NS NS 2 ALTFUELS 0.2500 0 0 0 NS NS NS 0 FEMAUST 0.2500 0 0 0 NS NS NS 0 HISTPST 0.2500 0 0 0 NS NS NS 0 ICISCLEANERS 0.2500 0 0 0 NS NS NS 0 MRDS 0.2500 0 0 0 NS NS NS 0 MSHA 0.2500 0 0 0 NS NS NS 0 BF 0.5000 0 0 0 0 NS NS 0 DNPL 0.5000 0 0 0 0 NS NS 0 NLRRCRAT 0.5000 0 0 0 0 NS NS 0 ODI 0.5000 0 0 0 0 NS NS 0 RCRAT 0.5000 0 0 0 0 NS NS 0 Ge Search www.geo-search.com 888-396-0042 Order# 128121 Job#299216 a�Pof • •ii a item ni. Database Radius Summary Acronym Search Radius (miles) TP/AP (0 - 0.02) 118 Mile (> TP/AP) 114 Mile (> 118) 112 Mile (> 114) 1 Mile (> 112) > 1 Mile Total SEMS 0.5000 0 0 0 0 NS NS 0 SEMSARCH 0.5000 0 0 0 0 NS NS 0 SMCRA 0.5000 0 0 0 0 NS NS 0 USUMTRCA 0.5000 0 0 0 0 NS NS 0 DOD 1.0000 0 0 0 0 0 NS 0 FUDS 1.0000 0 0 0 2 0 NS 2 FUSRAP 1.0000 0 0 0 0 0 NS 0 NLRRCRAC 1.0000 0 0 0 0 0 NS 0 NMS 1.0000 0 0 0 0 0 NS 0 NPL 1.0000 0 0 0 0 0 NS 0 PNPL 1.0000 0 0 0 0 0 NS 0 RCRAC 1.0000 0 0 0 0 0 NS 0 RCRASUBC 1.0000 0 0 0 0 0 NS 0 RODS 1.0000 0 0 0 0 0 NS 0 SUB -TOTAL I 1 11 1 2 1 0 1 2 1 0 1 0 1 15 Ge Search www.geo-search.com 888-396-0042 Order# 128121 Job#299216 aggf • •ii a item ni. Database Radius Summary STATE (FL) LISTING Standard environmental records are displayed in bold. Acronym Search Radius (miles) TP/AP (0 - 0.02) 118 Mile (> TP/AP) 114 Mile (> 118) 112 Mile (> 114) 1 Mile (> 112) > 1 Mile Total DEPCLEANUP 0.0200 0 NS NS NS NS NS 0 GWCA 0.0200 0 NS NS NS NS NS 0 ICEC 0.0200 0 NS NS NS NS NS 0 SPILLS 0.0200 0 NS NS NS NS NS 0 UIC 0.0200 0 NS NS NS NS NS 0 CDV 0.1250 0 0 NS NS NS NS 0 NPDES 0.1250 2 2 NS NS NS NS 4 AST 0.2500 0 3 2 NS NS NS 5 CLEANERS 0.2500 0 0 1 NS NS NS 1 HISTCLEANERS 0.2500 0 0 1 NS NS NS 1 UST 0.2500 1 3 0 NS NS NS 4 BF 0.5000 0 0 0 0 NS NS 0 BSRA 0.5000 0 0 0 0 NS NS 0 CLEANUPS 0.5000 0 0 1 1 NS NS 2 LVAST 0.5000 0 1 0 2 NS NS 3 SWF 0.5000 0 0 0 0 NS NS 0 VCS 0.5000 0 0 0 0 NS NS 0 SHWS 1.0000 0 0 0 0 0 NS 0 SUB -TOTAL 1 1 3 1 9 1 5 1 3 1 0 1 0 1 20 Ge Search www.geo-search.com 888-396-0042 Order# 128121 Job#299216 a�Pof • •ii a item ni. Database Radius Summary TRIBAL LISTING Standard environmental records are displayed in bold. Acronym Search TP/AP 118 Mile 114 Mile 112 Mile 1 Mile Total Radius (0 - 0.02) (> TP/AP) (> 118) (> 114) (> 112) > 1 Mile (miles) USTR04 0.2500 0 0 0 NS NS NS 0 L USTR04 0.5000 0 0 0 0 NS NS 0 ODINDIAN 0.5000 0 0 0 0 NS NS 0 INDIANRES 1.0000 0 0 0 0 0 NS 0 TOTAL 1 1 14 1 11 1 5 1 5 1 0 1 0 1 35 NOTES: NS = NOT SEARCHED TP/AP = TARGET PROPERTY/ADJACENT PROPERTY Ge Search www.geo-search.com 888-396-0042 Order# 128121 Job#299216 aggf 4 • •ii Age icia item vil. Radius Map 1 Loxahatchee Fiver ❑ FRSFL 0 AST ■ NPDES RCRANGR©4 LUAST UST ❑ RCRAGR04 Lj CLEANUPS i Mlle m u m � £ ¢ /2 M!!B 17- Jupiter Sound � 2 r � Ca /V'Y VV IIIyIfYYPr I fG4'lfPtillP, FUDS Florida 33469 734 US- 1 Tequesta, Florida 33469 5 Straits of Honda N W+E S 0' 1000' 2000' 3000' SCALE: 1 "= 2000' Click here to access Satellite view GegSearch www.geo-search.com 888-396-0042 Order# 128121 Job#299216 ajgPof Age I cla item 411. Radius Map 2 .. .... ...................... . ...................... .. ... ...................... ....................... ..................... .. .. ................ * ... —* ................... ... ................ .... .................... 112 Mile 17 m W s ± £ =:.14:. - Jupiter Sourrd ':. Mlle I `Mile � ,ur,ne�� a� M4 C$ ❑2 r_ N 4 m K <j3 ` j Target Property (TP) 734 US Highway 1 Tequesta, ❑ FRSFL FUDS Florida 33469 O AST 734 US-1 ■ NPDES Tequesta, Florida RCRANGR04 33469 LUAST UST ❑ RCRAGR04 Lj CLEANUPS 1 I i* Sh'alts of Florida #15 N W+ E S 0' 500' 1000, 1500, SCALE: 1'= 1000' Click here to access Satellite view GE'qSeareh www.,geo-search.com 888-396-0042 Order# 128121 Job#299216 agPof VI" a I "c2019 Microsoft Corporation O 2Oi9'j&gitaIGlobo`©CNES (2019) Distribution Air us DS Age a+ ru0urarjyivjsf. uup1tvi Source: USGS, 0711812012 734 US Highway 1 Tequesta, Florida 33469 734 US-1 Tequesta, Florida 33469 N W+ E s 0' 1000, 2000' 3000' SCALE ? " = 2000' Click here to access Satellite view GeQSearch wwwgeo-search.com 888-396-0042 Order# 128121 Job#299216 aggf Age icia item 411. Located Sites Summary NOTE: Standard environmental records are displayed in bold. Map Database Site ID# Relative Distance Site Name Address PAGE ID# Name Elevation From Site # 1 ECHOR04 110006154339 Equal TP TEQUESTA 746 N US HIGHWAY 1, TEQUESTA, 18 (25 ft.) MOTORCARS FL 33469 1 ECHOR04 110032756603 Equal TP ATLANTIS 734 US HWY 1, TEQUESTA, FL 19 (25 ft.) 33469 1 FRSFL 110006154339 Equal TP TEQUESTA 746 N US HIGHWAY 1, TEQUESTA, 20 (25 ft.) MOTORCARS FL 33469 1 FRSFL 110032756603 Equal TP ATLANTIS 734 US HWY 1, TEQUESTA, FL 21 (25 ft.) 33469 1 ICISNPDES FLR10DC01INP Equal TP ATLANTIS 734 US HWY 1, TEQUESTA, FL 22 DES (25 ft.) 33469 1 NPDES FLR10DC01 Equal TP ATLANTIS 734 US HWY 1, TEQUESTA, FL 24 (25 ft.) 33469 1 RCRANGR04 FLD984206367 Equal TP TEQUESTA 746 N US HIGHWAY 1, 25 (25 ft.) MOTORCARS TEQUESTA, FL 33469 1 UST 9816491UST Equal TP ROYAL TEQUESTA 746 N US HWY 1, TEQUESTA, FL 27 (25 ft.) LLC 33469 2 ECHOR04 110020546863 Equal 0.019 mi. N CASA DEL SOL 3714 COUNTY LINE RD, 28 (25 ft.) (100 ft.) TEQUESTA, FL 33469 2 FRSFL 110020546863 Equal 0.019 mi. N CASA DEL SOL 3714 COUNTY LINE RD, 29 (25 ft.) (100 ft.) TEQUESTA, FL 33469 2 ICISNPDES FLRlOR606INP Equal 0.019 mi. N CASA DEL SOL 3714 COUNTY LINE RD, 30 DES (25 ft.) (100 ft.) TEQUESTA, FL 33469 2 NPDES FLRlOR606 Equal 0.019 mi. N CASA DEL SOL 3714 COUNTY LINE RD, 32 (25 ft.) (100 ft.) TEQUESTA, FL 33469 2 NPDESR04 FLRlOR606 Equal 0.019 mi. N CASA DEL SOL 3714 COUNTY LINE RD, FL 33469 33 (25 ft.) (100 ft.) 2 PCSR04 FLRlOR606 Equal 0.019 mi. N CASA DEL SOL 3714 COUNTY LINE RD, FL 34 (25 ft.) (100 ft.) 3 AST 9810706AST Lower 0.051 mi. S PUBLIX SUPER 500 N US HWY 1, TEQUESTA, FL 36 (21 ft.) (269 ft.) MARKET #1049 33469 4 NPDES FLR10QF68 Higher 0.063 mi. BELLA VILLAGIO 3764 COUNTY LINE RD, JUPITER, 37 (26 ft.) NNW FL (333 ft.) 5 RCRANGR04 FLR000166124 Lower 0.073 mi. N EXXONMOBIL OIL 764 N US HIGHWAY 1, 38 (19 ft.) (385 ft.) CORP #12347 TEQUESTA, FL 33469 5 UST 9700577UST Lower 0.073 mi. N 7 ELEVEN STORE 764 N US HWY 1, TEQUESTA, FL 40 (19 ft.) (385 ft.) #34829 33465 6 LUAST 9601196LUAST Lower 0.093 mi. BROADVIEW N 100 INTRACOASTAL PLACE, 43 (7 ft.) ENE CONDOMINIUM TEQUESTA, FL 33469 (491 ft.) 6 UST 9601196UST Lower 0.093 mi. BROADVIEW N 100 INTRACOASTAL PLACE, 45 (7 ft.) ENE CONDOMINIUM TEQUESTA, FL 33469 (491 ft.) 7 AST 9816567AST Lower 0.116 mi. BROOKDALE 211 VILLAGE BLVD, TEQUESTA, 46 (17 ft.) SSW TEQUESTA FL 33469 (612 ft.) 8 AST 9300158AST Lower 0.117 mi. W TEQUESTA VILLAGE- 901 N OLD DIXIE HWY, 47 (13 ft.) (618 ft.) WTP TEQUESTA, FL 33469 8 NPDES FLR10SK89 Lower 0.117 mi. W TEQUESTA WTP 901 OLD DIXIE HWY, TEQUESTA, 49 (13 ft.) (618 ft.) UPGRADES FL 8 UST 9300158UST Lower 0.117 mi. W TEQUESTA VILLAGE- 901 N OLD DIXIE HWY, 50 (13 ft.) (618 ft.) WTP TEQUESTA, FL 33469 GeQSearch www.geo-search.com 888-396-0042 Order# 128121 Job#299216 Pagpqof Age a item 411. Located Sites Summary NOTE: Standard environmental records are displayed in bold. Map Database Site ID# Relative Distance Site Name Address PAGE ID# Name Elevation From Site # 9 RCRAGR04 FLR000078592 Lower 0.122 mi. N INTERMARINE 19157 SE FEDERAL HWY, 52 (19 ft.) (644 ft.) JUPITER, FL 33469 10 CLEANERS 9500440 Lower 0.136 mi. S IVORY DRY 632 N US HWY 1, TEQUESTA, FL 54 (21 ft.) (718 ft.) CLEANERS 33469 10 CLEANUPS 000509500440 Lower 0.136 mi. S COUNTY LINE 632 N US HIGHWAY 1, TEQUESTA, 55 (21 ft.) (718 ft.) CLEANERS FL 10 HISTCLEANER 9500440HIST Lower 0.136 mi. S IVORY DRY 632 N US HWY 1, TEQUESTA, FL 56 S (21 ft.) (718 ft.) CLEANERS 33469 11 AST 9812058AST Lower 0.217 mi. W COMCAST 961 OLD DIXIE HWY, TEQUESTA, 57 (16 ft.) (1146 ft.) TEQUESTA HUBSITE FL 33469 12 AST 9804305AST Lower 0.24 mi. S TEQUESTA TERRACE 400 N US HWY 1, TEQUESTA, FL 58 (22 ft.) (1267 ft.) 33469 13 FUDS 104FL0086 Lower 0.258 mi. CAMP MURPHY HOBE SOUND, FL 33469 60 (7 ft.) WSW (1362 ft.) 14 FUDS 104FL0086 Lower 0.258 mi. CAMP MURPHY HOBE SOUND, FL 33455 61 (8 ft.) WSW (1362 ft.) 15 LUAST 9601251LUAST Lower 0.378 mi. E LANDFALL 19850 BEACH RD, JUPITER, FL 62 (8 ft.) (1996 ft.) CONDOMINIUM 33469 16 CLEANUPS 000509501228 Lower 0.49 mi. SSE PURITAN DRY 150 US 1 #20, TEQUESTA, FL 64 (21 ft.) (2587 ft.) CLEANERS 17 LUAST 8731703LUAST Lower 0.496 mi. N JUPITER POINTE 18701 SE FEDERAL HWY, 65 (8 ft.) (2619 ft.) MARINA TEQUESTA, FL 33469 GeQSearch www.geo-search.com 888-396-0042 Order# 128121 Job#299216 aPof Age a item 411. Elevation Summary Elevations are collected from the USGS 3D Elevation Program 113 arc -second (approximately 10 meters) layer hosted at the NGTOC. . Target Property Elevation: 25 ft. NOTE: Standard environmental records are displayed in bold EQUAL/HIGHER ELEVATION Map ID# Database Name Elevation Site Name Address Page # 1 ECHOR04 25 ft. TEQUESTA MOTORCARS 746 N US HIGHWAY 1, TEQUESTA, FL 18 33469 1 ECHOR04 25 ft. ATLANTIS 734 US HWY 1, TEQUESTA, FL 33469 19 1 FRSFL 25 ft. TEQUESTA MOTORCARS 746 N US HIGHWAY 1, TEQUESTA, FL 20 33469 1 FRSFL 25 ft. ATLANTIS 734 US HWY 1, TEQUESTA, FL 33469 21 1 ICISNPDES 25 ft. ATLANTIS 734 US HWY 1, TEQUESTA, FL 33469 22 1 NPDES 25 ft. ATLANTIS 734 US HWY 1, TEQUESTA, FL 33469 24 1 RCRANGR04 25 ft. TEQUESTA MOTORCARS 746 N US HIGHWAY 1, TEQUESTA, FL 25 33469 1 UST 25 ft. ROYAL TEQUESTA LLC 746 N US HWY 1, TEQUESTA, FL 33469 27 2 ECHOR04 25 ft. CASA DEL SOL 3714 COUNTY LINE RD, TEQUESTA, FL 28 33469 2 FRSFL 25 ft. CASA DEL SOL 3714 COUNTY LINE RD, TEQUESTA, FL 29 33469 2 ICISNPDES 25 ft. CASA DEL SOL 3714 COUNTY LINE RD, TEQUESTA, FL 30 33469 2 NPDES 25 ft. CASA DEL SOL 3714 COUNTY LINE RD, TEQUESTA, FL 32 33469 2 NPDESR04 25 ft. CASA DEL SOL 3714 COUNTY LINE RD, FL 33469 33 2 PCSR04 25 ft. CASA DEL SOL 3714 COUNTY LINE RD, FL 34 4 NPDES 26 ft. BELLA VILLAGIO 3764 COUNTY LINE RD, JUPITER, FL 37 LOWER ELEVATION Map Database Name Elevation Site Name Address ID# Page 3 AST 21 ft. PUBLIX SUPER MARKET #1049 500 N US HWY 1, TEQUESTA, FL 33469 36 5 RCRANGR04 19 ft. EXXONMOBIL OIL CORP #12347 764 N US HIGHWAY 1, TEQUESTA, FL 38 33469 5 UST 19 ft. 7 ELEVEN STORE #34829 764 N US HWY 1, TEQUESTA, FL 33465 40 6 LUAST 7 ft. BROADVIEW CONDOMINIUM N 100 INTRACOASTAL PLACE, 43 TEQUESTA, FL 33469 6 UST 7 ft. BROADVIEW CONDOMINIUM N 100 INTRACOASTAL PLACE, 45 TEQUESTA, FL 33469 7 AST 17 ft. BROOKDALE TEQUESTA 211 VILLAGE BLVD, TEQUESTA, FL 46 33469 8 AST 13 ft. TEQUESTA VILLAGE-WTP 901 N OLD DIXIE HWY, TEQUESTA, FL 47 33469 8 NPDES 13 ft. TEQUESTA WTP UPGRADES 901 OLD DIXIE HWY, TEQUESTA, FL 49 8 UST 13 ft. TEQUESTA VILLAGE-WTP 901 N OLD DIXIE HWY, TEQUESTA, FL 50 33469 GeQSearch www.geo-search.com 888-396-0042 )rder# 128121 Job#299216 Fjagqf1j7 Age icia item . Elevation Summary Map ID# Database Name Elevation Site Name Address Page # 9 RCRAGR04 19 ft. INTERMARINE 19157 SE FEDERAL HWY, JUPITER, FL 33469 52 10 10 10 CLEANERS CLEANUPS HISTCLEANERS 21 ft. 21 ft. 21 ft. IVORY DRY CLEANERS COUNTY LINE CLEANERS IVORY DRY CLEANERS 632 N US HWY 1, TEQUESTA, FL 33469 632 N US HIGHWAY 1, TEQUESTA, FL 632 N US HWY 1, TEQUESTA, FL 33469 54 55 56 11 AST 16 ft. COMCAST TEQUESTA HUBSITE 961 OLD DIXIE HWY, TEQUESTA, FL 33469 57 12 AST 22 ft. TEQUESTA TERRACE 400 N US HWY 1, TEQUESTA, FL 33469 58 13 FUDS 7 ft. CAMP MURPHY HOBE SOUND, FL 33469 60 14 FUDS 8 ft. CAMP MURPHY HOBE SOUND, FL 33455 61 15 LUAST 8 ft. LANDFALL CONDOMINIUM 19850 BEACH RD, JUPITER, FL 33469 62 16 CLEANUPS 21 ft. PURITAN DRY CLEANERS 150 US 1 #20, TEQUESTA, FL 64 17 LUAST 8 ft. JUPITER POINTE MARINA 18701 SE FEDERAL HWY, TEQUESTA, FL 33469 65 GeQSearch www.geo-search.com 888-396-0042 Order# 128121 Job#299216 Pagqf of 686 a item ni. Enforcement and Compliance History Information (ECHOR04) MAP ID# 1 Distance from Property: 0 mi. (0 ft.) X Elevation: 25 ft. (Equal to TP) FACILITY INFORMATION UNIQUE ID: 110006154339 REGISTRY ID: 110006154339 NAME: TEQUESTA MOTORCARS ADDRESS: 746 N US HIGHWAY 1 TEQUESTA, FL 33469 COUNTY: PALM BEACH FACILITY LINK: Facility Detail Report Back to Report Summary GeQSearch www.geo-search.com 888-396-0042 Order# 128121 Job#299216 aggf a item ni. Enforcement and Compliance History Information (ECHOR04) MAP ID# 1 Distance from Property: 0 mi. (0 ft.) X Elevation: 25 ft. (Equal to TP) FACILITY INFORMATION UNIQUE ID: 110032756603 REGISTRY ID: 110032756603 NAME: ATLANTIS ADDRESS: 734 US HWY 1 TEQUESTA, FL 33469 COUNTY: PALM BEACH FACILITY LINK: Facility Detail Report Back to Report Summary GeQSearch www.geo-search.com 888-396-0042 Order# 128121 Job#299216 agptf w a item ni. Facility Registry System (FRSFL) MAP ID# 1 Distance from Property: 0 mi. (0 ft.) X Elevation: 25 ft. (Equal to TP) FACILITY INFORMATION REGISTRY ID: 110006154339 NAME: TEQUESTA MOTORCARS LOCATION ADDRESS: 746 N US HIGHWAY 1 TEQUESTA, FL 33469-2339 COUNTY: PALM BEACH EPA REGION: 04 FEDERAL FACILITY: NOT REPORTED TRIBAL LAND: NOT REPORTED ALTERNATIVE NAME/S: TEQUESTA MOTORCARS PROGRAM/S LISTED FOR THIS FACILITY RCRAINFO - RESOURCE CONSERVATION AND RECOVERY ACT INFORMATION SYSTEM FDM - FDM STANDARD INDUSTRIAL CLASSIFICATION/S (SIC) NO SIC DATA REPORTED NORTH AMERICAN INDUSTRY CLASSIFICATION/S (NAICS) NO NAICS DATA REPORTED Back to Report Summary Ge0earch www.geo-search.com 888-396-0042 Order# 128121 Job#299216 E-GPof w a item ni. Facility Registry System (FRSFL) MAP ID# 1 Distance from Property: 0 mi. (0 ft.) X Elevation: 25 ft. (Equal to TP) FACILITY INFORMATION REGISTRY ID: 110032756603 NAME: ATLANTIS LOCATION ADDRESS: 734 US HWY 1 TEQUESTA, FL 33469 COUNTY: PALM BEACH EPA REGION: 04 FEDERAL FACILITY: NOT REPORTED TRIBAL LAND: NOT REPORTED ALTERNATIVE NAME/S: ATLANTIS PROGRAM/S LISTED FOR THIS FACILITY NPDES - NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM FDM - FDM STANDARD INDUSTRIAL CLASSIFICATION/S (SIC) NO SIC DATA REPORTED NORTH AMERICAN INDUSTRY CLASSIFICATION/S (NAICS) NO NAICS DATA REPORTED Back to Report Summary Ge0earch www.geo-search.com 888-396-0042 Order# 128121 Job#299216Pof '%*LWfflt@&1Comp1iance Information System National Pollutant Discharge Elimination System (ICISNPDES) Distance from Property: 0 mi. (0 ft.) X MAP ID# 1 Elevation: 25 ft. (Equal to TP) FACILITY INFORMATION GEOSEARCH ID: FLR10DC01INPDES NPDES ID: FLR10DC01 FACILITY #: 110032756603 NAME: ATLANTIS PHYSICAL ADDRESS: 734 US HWY 1 TEQUESTA FL 33469 COUNTY: PALM BEACH FACILITY TYPE: PRIVATELY OWNED FACILITY IMPAIRED WATERS: NOT REPORTED STANDARD INDUSTRIAL CLASSIFICATION - NOT REPORTED - PERMITS FACILITY TYPE INDICATOR: NON -POTABLE WATER PERMIT TYPE: GENERAL PERMIT COVERED FACILITY MAJOR MINOR FACILITY: MINOR DISCHARGER PERMIT STATUS: TERMINATED WATER BODY: NOT REPORTED PERMIT NAME: ATLANTIS AGENCY TYPE: STATE ORIGINAL ISSUE DATE: 6/1/2006 ISSUE DATE: 6/1/2006 ISSUING AGENCY: NOT REPORTED EFFECTIVE DATE: 6/1/2006 EXPIRATION DATE: 5/31/2011 RETIREMENT DATE: NOT REPORTED TERMINATION DATE: 5/22/2012 PERMIT COMPLIANCE STATUS: YES PERMIT SUBJECT TO DMR RUN: NOT REPORTED REPORTABLE NONCOMPLIANCE TRACKING IS ON: YES INSPECTIONS - NO INSPECTIONS REPORTED - HISTORIC COMPLIANCE HISTORIC NON-COMPLIANCE QUARTER (YYYYQ): 20124 HISTORIC NON-COMPLIANCE: UNDETERMINED QNCR STATUS -INSUFFICIENT DATA, OR PERMITEE IS A MINOR DISCHARGER NOT SUBJECT TO MANDATORY REPORTING NUMBER OF E90 VIOLATIONS: 0 NUMBER OF COMPLIANCE SCHEDULE VIOLATIONS: 0 NUMBER OF SINGLE EVENT VIOLATIONS: 0 NUMBER OF PERMIT SCHEDULE VIOLATIONS: 0 HISTORIC NON-COMPLIANCE QUARTER (YYYYQ): 20123 HISTORIC NON-COMPLIANCE: UNDETERMINED QNCR STATUS - INSUFFICIENT DATA, OR PERMITEE IS A MINOR DISCHARGER NOT SUBJECT TO MANDATORY REPORTING Ge Search www.geo-search.com 888-396-0042 Order# 128121 Job#299216 -`9Pof • •ii '%WLWfflt@&1Comp1iance Information System National Pollutant Discharge Elimination System (ICISNPDES) NUMBER OF E90 VIOLATIONS: 0 NUMBER OF COMPLIANCE SCHEDULE VIOLATIONS: 0 NUMBER OF SINGLE EVENT VIOLATIONS: 0 NUMBER OF PERMIT SCHEDULE VIOLATIONS: 0 SINGLE EVENT VIOLATIONS - NO SINGLE EVENT VIOLATIONS REPORTED - FORMAL ENFORCEMENT ACTIONS - NO FORMAL ENFORCEMENT ACTIONS REPORTED - EFFLUENT VIOLATIONS - NOT REPORTED - EFFLUENT VIOLATIONS contd.. - NOT REPORTED - EFFLUENT VIOLATIONS contd.. - NOT REPORTED - Back to Report Summary Ge Search www.geo-search.com 888-396-0042 Order# 128121 Job#299216 E-9Pof • •ii w a item 411. National Pollutant Discharge Elimination System Facilities (NPDES) MAP ID# 1 Distance from Property: 0 mi. (0 ft.) X Elevation: 25 ft. (Equal to TP) FACILITY INFORMATION FACILITY ID: FLR10DC01 FACILITY NAME: ATLANTIS ADDRESS: 734 US HWY 1 TEQUESTA , FL 33469 COUNTY: PALM BEACH FACILITY DETAILS FACILITY TYPE: CONSTRUCTION STORMWATER GP STATUS: ACTIVE OWNERSHIP: PRIVATE COMPANY NAME: ROYAL TEQUESTA RELATED PARTY NAME: NICK MASTRIANI, MANAGING MEMBER RELATED PARTY ADDRESS: 3300 PGA BLVD SUITE 330 SUITE 330 PALM BEACH GARDENS FL 33410 RELATED PARTY PHONE: 5617990050 RELATED PARTY EMAIL: NOT REPORTED PERMIT TYPE: GENERIC PERMIT DATE OF ISSUE: 6/1/2006 DATE OF EXPIRATION: 5/31/2011 NATURE OF BUSINESS: N/A TREATMENT: N/A CAPACITY: N/A DOMESTIC WASTEWATER FACILITY CLASS: N/A OFFICE: TALLAHASSEE NPDES STORMWATER Back to Report Summary Ge Search www.geo-search.com 888-396-0042 Order# 128121 Job#299216 E-GPof • •ii w a item Resource Conservation & Recovery Act - Non -Generator (RCRANGR04) MAP ID# 1 Distance from Property: 0 mi. (0 ft.) X Elevation: 25 ft. (Equal to TP) FACILITY INFORMATION EPA ID#: FLD984206367 OWNER TYPE: PRIVATE NAME: TEQUESTA MOTORCARS OWNER NAME: ROBERT WALSH ADDRESS: 746 N US HIGHWAY 1 OPERATOR TYPE: NOT REPORTED TEQUESTA, FL 33469-2339 OPERATOR NAME: NOT REPORTED CONTACT NAME: ROBERT WALSH CONTACT ADDRESS: 746 N US HIGHWAY 1 TEQUESTA FL 33469-2339 CONTACT PHONE: 407-575-9902 NON-NOTIFIER: NOT A NON-NOTIFIER DATE RECEIVED BY AGENCY: 03/24/2011 CERTIFICATION - NO CERTIFICATION REPORTED - INDUSTRY CLASSIFICATION (NAILS) - NO NAICS INFORMATION REPORTED - CURRENT ACTIVITY INFORMATION GENERATOR STATUS: NON -GENERATOR LAST UPDATED DATE: 08/24/2011 SUBJECT TO CORRECTIVE ACTION UNIVERSE: NO TDSFs POTENTIALLY SUBJECT TO CORRECTIVE ACTION UNDER 3004 (u)/(v) UNIVERSE: NO TDSFs ONLY SUBJECT TO CORRECTIVE ACTION UNDER DISCRETIONARY AUTHORITIES UNIVERSE: NO NON TSDFs WHERE RCRA CORRECTIVE ACTION HAS BEEN IMPOSED UNIVERSE: NO CORRECTIVE ACTION WORKLOAD UNIVERSE: NO IMPORTER: NO UNDERGROUND INJECTION: NO MIXED WASTE GENERATOR: NO UNIVERSAL WASTE DESTINATION FACILITY: NO RECYCLER: NO TRANSFER FACILITY: NO TRANSPORTER: NO USED OIL FUEL BURNER: NO ONSITE BURNER EXEMPTION: NO USED OIL PROCESSOR: NO FURNACE EXEMPTION: NO USED OIL FUEL MARKETER TO BURNER: NO USED OIL REFINER: NO SPECIFICATION USED OIL MARKETER: NO USED OIL TRANSFER FACILITY: NO USED OIL TRANSPORTER: NO COMPLIANCE, MONITORING AND ENFORCEMENT INFORMATION EVALUATIONS 03/24/2011 CEI COMPLIANCE EVALUATION INSPECTION ON -SITE VIOLATIONS - NO VIOLATIONS REPORTED - ENFORCEMENTS -NO ENFORCEMENTS REPORTED - HAZARDOUS WASTE D001 IGNITABLE WASTE D018 BENZENE D039 TETRACHLOROETHYLENE Ge Search www.geo-search.com 888-396-0042 Order# 128121 Job#299216Pof • •ii a item Resource Conservation & Recovery Act - Non -Generator (RCRANGR04) F002 THE FOLLOWING SPENT HALOGENATED SOLVENTS: TETRACHLOROETHYLENE, METHYLENE CHLORIDE,TRICHLOROETHYLENE, 1,1,1-TRICHLOROETHANE,CHLOROBENZENE, 1,1,2-TRICHLORO-1,2,2- TRIFLUOROETHANE, ORTHO-DICHLOROBENZENE, TRICHLOROFLUOROMETHANE, AND 1,1,2, TRICHLOROETHANE; ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING, BEFORE USE, A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF ONE OR MORE OF THE ABOVE HALOGENATED SOLVENTS OR THOSE SOLVENTS LISTED IN F001,F004, AND F005; AND STILL BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT MIXTURES. F004 THE FOLLOWING SPENT NONHALOGENATED SOLVENTS: CRESOLS, CRESYLIC ACID, AND NITROBENZENE; AND THE STILL BOTTOMS FROM THE RECOVERY OF THESE SOLVENTS; ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING, BEFORE USE, A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF ONE OR MORE OF THE ABOVE NONHALOGENATED SOLVENTS OR THOSE SOLVENTS LISTED IN F001,F002, AND F005; AND STILL BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT MIXTURES. UNIVERSAL WASTE - NO UNIVERSAL WASTE REPORTED - CORRECTIVE ACTION AREA - NO CORRECTIVE ACTION AREA INFORMATION REPORTED - CORRECTIVE ACTION EVENT NO CORRECTIVE ACTION EVENT(S) REPORTED Back to Report Summary Ge Sear..rh www.geo-search.com 888-396-0042 Order# 128121 Job#299216 -`9Pof • •ii w a item ni. Underground Storage Tanks (UST) MAP ID# 1 Distance from Property: 0 mi. (0 ft.) X Elevation: 25 ft. (Equal to TP) FACILITY INFORMATION FACILITY ID: 9816491 FACILITY NAME: ROYAL TEQUESTA LLC ADDRESS: 746 N US HWY 1 TEQUESTA , FL 33469 COUNTY: PALM BEACH TYPE: A -RETAIL STATION STATUS:CLOSED CONTACT: NOT REPORTED PHONE: NOT REPORTED Florida Oculus Some records may not have additional documentation available from the Oculus Website TAN K IN FORMATION (NOTE: CONSTRUCTION. PIPING, AND MONITORING INFO NOT SHOWN FOR CLOSED TANKS) TANK#: SIZE: CONTENT: INSTALLED: PLACEMENT: STATUS/DATE: 1 5000 MISC PETROL -BASED NOT REPORTED UNDERGROUND REMOVED FROM SITE/1-AUG-18 PRODUCT TANK CONSTRUCTION INFORMATION - NO CONSTRUCTION INFORMATION REPORTED TANK PIPING INFORMATION - NO PIPING INFORMATION REPORTED III_ inrm m Lei zIkmelvIiz [ell lizmel iir_iI[di� - NO MONITORING INFORMATION REPORTED OWNER INFORMATION OWNER NAME: NOT REPORTED OWNER ADDRESS: REGULATED MINERAL ACID TANKS INFORMATION - NO MINERAL ACID TANKS INFORMATION REPORTED DISCHARGE INFORMATION - NO DISCHARGE INFORMATION REPORTED Back to Report Summary Ge Search www.geo-search.com 888-396-0042 Order# 128121 Job#299216Pof a item ni. Enforcement and Compliance History Information (ECHOR04) MAP ID# 2 Distance from Property: 0.019 mi. (100 ft.) N Elevation: 25 ft. (Equal to TP) FACILITY INFORMATION UNIQUE ID: 110020546863 REGISTRY ID: 110020546863 NAME: CASA DEL SOL ADDRESS: 3714 COUNTY LINE RD TEQUESTA, FL 33469 COUNTY: PALM BEACH FACILITY LINK: Facility Detail Report Back to Report Summary GeQSearch www.geo-search.com 888-396-0042 Order# 128121 Job#299216Pof w a item ni. Facility Registry System (FRSFL) MAP ID# 2 Distance from Property: 0.019 mi. (100 ft.) N Elevation: 25 ft. (Equal to TP) FACILITY INFORMATION REGISTRY ID: 110020546863 NAME: CASA DEL SOL LOCATION ADDRESS: 3714 COUNTY LINE RD TEQUESTA, FL 33469 COUNTY: PALM BEACH EPA REGION: 04 FEDERAL FACILITY: NOT REPORTED TRIBAL LAND: NOT REPORTED ALTERNATIVE NAME/S: CASA DEL SOL PROGRAM/S LISTED FOR THIS FACILITY FDM - FDM NPDES - NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM STANDARD INDUSTRIAL CLASSIFICATION/S (SIC) NO SIC DATA REPORTED NORTH AMERICAN INDUSTRY CLASSIFICATION/S (NAICS) NO NAICS DATA REPORTED Back to Report Summary Ge0earch www.geo-search.com 888-396-0042 Order# 128121 Job#299216 --9Pof '%*LWfflt@&1Comp1iance Information System National Pollutant Discharge Elimination System (ICISNPDES) MAP ID# Distance from Property: 0.019 mi. (100 ft.) IN2 Elevation: 25 ft. (Equal to TP) FACILITY INFORMATION GEOSEARCH ID: FLR10R606INPDES NPDES ID: FLR10R606 FACILITY #: 110020546863 NAME: CASA DEL SOL PHYSICAL ADDRESS: 3714 COUNTY LINE RD TEQUESTA FL 33469 COUNTY: PALM BEACH FACILITY TYPE: PRIVATELY OWNED FACILITY IMPAIRED WATERS: NOT REPORTED STANDARD INDUSTRIAL CLASSIFICATION - NOT REPORTED - PERMITS FACILITY TYPE INDICATOR: NON -POTABLE WATER PERMIT TYPE: GENERAL PERMIT COVERED FACILITY MAJOR MINOR FACILITY: MINOR DISCHARGER PERMIT STATUS: TERMINATED WATER BODY: NOT REPORTED PERMIT NAME: CASA DEL SOL AGENCY TYPE: STATE ORIGINAL ISSUE DATE: 5/27/2004 ISSUE DATE: 5/27/2004 ISSUING AGENCY: NOT REPORTED EFFECTIVE DATE: 5/27/2004 EXPIRATION DATE: 5/26/2009 RETIREMENT DATE: NOT REPORTED TERMINATION DATE: 4/27/2012 PERMIT COMPLIANCE STATUS: YES PERMIT SUBJECT TO DMR RUN: NOT REPORTED REPORTABLE NONCOMPLIANCE TRACKING IS ON: YES INSPECTIONS - NO INSPECTIONS REPORTED - HISTORIC COMPLIANCE HISTORIC NON-COMPLIANCE QUARTER (YYYYQ): 20123 HISTORIC NON-COMPLIANCE: UNDETERMINED QNCR STATUS -INSUFFICIENT DATA, OR PERMITEE IS A MINOR DISCHARGER NOT SUBJECT TO MANDATORY REPORTING NUMBER OF E90 VIOLATIONS: 0 NUMBER OF COMPLIANCE SCHEDULE VIOLATIONS: 0 NUMBER OF SINGLE EVENT VIOLATIONS: 0 NUMBER OF PERMIT SCHEDULE VIOLATIONS: 0 SINGLE EVENT VIOLATIONS - NO SINGLE EVENT VIOLATIONS REPORTED - FORMAL ENFORCEMENT ACTIONS Ge Search www.geo-search.com 888-396-0042 Order# 128121 Job#299216 -`QPof • •ii %WLWfflt@&1Comp1iance Information System National Pollutant Discharge Elimination System ICISNPDES - NO FORMAL ENFORCEMENT ACTIONS REPORTED - EFFLUENT VIOLATIONS - NOT REPORTED - EFFLUENT VIOLATIONS contd.. - NOT REPORTED - EFFLUENT VIOLATIONS contd.. - NOT REPORTED - Back to Report Summary Ge Sear..rh www.geo-search.com 888-396-0042 Order# 128121 Job#299216 -P9Pof • •ii w a item 411. National Pollutant Discharge Elimination System Facilities (NPDES) MAP ID# 2 Distance from Property: 0.019 mi. (100 ft.) N Elevation: 25 ft. (Equal to TP) FACILITY INFORMATION FACILITY ID: FLR10R606 FACILITY NAME: CASA DEL SOL ADDRESS: 3714 COUNTY LINE RD TEQUESTA , FL 33469 COUNTY: PALM BEACH FACILITY DETAILS FACILITY TYPE: CONSTRUCTION STORMWATER GP STATUS: ACTIVE OWNERSHIP: PRIVATE COMPANY NAME: SUNDOWN DEVELOPMENT RELATED PARTY NAME: JAMES HELM, PMTE RELATED PARTY ADDRESS: 658 W INDIANTOWN RD JUPITER FL 33458-7535 RELATED PARTY PHONE: 5617434420 RELATED PARTY EMAIL: NOT REPORTED PERMIT TYPE: GENERIC PERMIT DATE OF ISSUE: 5/27/2004 DATE OF EXPIRATION: 5/26/2009 NATURE OF BUSINESS: N/A TREATMENT: N/A CAPACITY: N/A DOMESTIC WASTEWATER FACILITY CLASS: N/A OFFICE: TALLAHASSEE NPDES STORMWATER Back to Report Summary Ge Search www.geo-search.com 888-396-0042 Order# 128121 Job#299216 E-IfiPof • •ii a item ni. National Pollutant Discharge Elimination System (NPDESR04) MAP ID# 2 Distance from Property: 0.019 mi. (100 ft.) N Elevation: 25 ft. (Equal to TP) FACILITY INFORMATION NPDES ID#: FLR10R606 NAME: CASA DEL SOL PHYSICAL ADDRESS: 3714 COUNTY LINE RD FL 33469 PERMITTYPE / ISSUE DATE: STORM WATER GENERAL / NOT REPORTED FACILITY TYPE: OTHER STANDARD INDUSTRIAL CLASSIFICATION: NOT REPORTED RECEIVING WATER: NOT REPORTED Back to Report Summary Ge Sear..rh www.geo-search.com 888-396-0042 Order# 128121 Job#299216 --9Pof • •ii w a item ni. Permit Compliance System (PCSR04) MAP ID# 2 Distance from Property: 0.019 mi. (100 ft.) N Elevation: 25 ft. (Equal to TP) FACILITY INFORMATION PERMIT #: FLR10R606 NAME: CASA DEL SOL PHYSICAL ADDRESS: 3714 COUNTY LINE RD NOT REPORTED, FL NOT REPORT FACILITY TYPE: OTHER PERMIT TYPE: STORM WATER GENERAL PERMIT EXPIRED: 05/26/2009 RECEIVING WATERS: NOT REPORTED STANDARD INDUSTRIAL CODE: NOT REPORTED INSPECTIONS INSPECTION DATE: INSPECTION CODE NOT REPORT NOT REPORTED HISTORIC COMPLIANCE HISTORIC LAST REPORTED NON-COMPLIANCE NOT REPORTED NOT REPORTED NOT REPORTED NOT REPORTED NOT REPORTED EFFLUENT VIOLATIONS INSPECTION TYPE: NOT REPORTED HISTORIC NON-COMPLIANCE QUARTER (YYYYQ): 20091 20092 20093 20094 20101 MONITORING DATE: NOT REPORTED EFFLUENT VIOLATION: NOT REPORTED QNCR MEASUREMENT/VIOLATION DETECTION: NOT REPORTED QNCR MEASUREMENT/VIOLATION DATE: NOT REPORTED QNCR RESOLUTION DATE: NOT REPORTED PARAMETER DESCRIPTION: NOT REPORTED SINGLE EVENT VIOLATIONS SINGLE EVENT VIOLATION: NOT REPORTED SINGLE EVENT DATE: NOT REPORTED RNC DETECTION CODE: NOT REPORTED RNC DETECTION DATE: NOT REPORTED RNC RESOLUTION CODE: NOT REPORTED RNC RESOLUTION DATE: NOT REPORTED COMPLIANCE SCHEDULE VIOLATIONS VIOLATION CODE: NOT REPORTED VIOLATION DATE (YEAR/MONTH): NOT REPORTED DATE OF RNC (YEAR/MONTH): NOT REPORTED RESOLUTION OF RNC: NOT REPORTED RESOLUTION DATE (YEAR/MONTH): NOT REPORTED GeSearch www.geo-search.com 888-396-0042 Order# 128121 Job#299216 --QPof w a item ni. Permit Compliance System (PCSR04) QNCR COMPLIANCE SCHEDULE VIOLATION: NOT REPORTED ENFORCEMENT ACTIONS AND PENALTIES ENFORCEMENT ACTION FILE NUMBER: NOT REPORTED ENFORCEMENT ACTION: NOT REPORTED ENFORCEMENT ACTION TYPE ORDER ISSUED: NOT REPORTED ENFORCEMENT ACTION DATE: NOT REPORTED ENFORCEMENT ACTION STATUS: NOT REPORTED PENALTY AMOUNT ASSESSED: NOT REPORTED PENALTY ASSESSED BY JUDICIAL DECREE: NOT REPORTED Back to Report Summary Ge Search www.geo-search.com 888-396-0042 Order# 128121 Job#299216Pof • •ii ma item ni. Aboveground Storage Tanks (AST) MAP ID# 3 Distance from Property: 0.051 mi. (269 ft.) S Elevation: 21 ft. (Lower than TP) FACILITY INFORMATION FACILITY ID: 9810706 FACILITY NAME: PUBLIX SUPERMARKET #1049 ADDRESS: 500 N US HWY 1 TEQUESTA , FL 33469 COUNTY: PALM BEACH TYPE: C-FUEL USER/NON-RETAIL STATUS: OPEN CONTACT: MICHAEL HEWETT/BRENDA WILLIAMS PHONE: 5617418147 Florida Oculus Some records may not have additional documentation available from the Oculus Website TAN K IN FORMATION (NOTE: CONSTRUCTION. PIPING, AND MONITORING INFO NOT SHOWN FOR CLOSED TANKS) TANK#: SIZE: CONTENT: INSTALLED: PLACEMENT: STATUS/DATE: 1 1000 EMERG GENERATOR DIESEL 1-AUG-08 ABOVEGROUND IN SERVICE/1-AUG-08 TANK CONSTRUCTION INFORMATION TANK#: CONSTRUCTION: 1 C - STEEL 1 1 - DOUBLE WALL 1 M - SPILL CONTAINMENT BUCKET 1 P - LEVEL GAUGES/ALARMS TANK PIPING INFORMATION TANK#: PIPING: 1 A - ABV, NO SOIL CONTACT 1 1 - SUCTION PIPING SYSTEM TANK MONITORING INFORMATION TANK#: MONITORING: 1 Q - VISUAL INSPECTION OF ASTS 1 F - MONITOR DBL WALL TANK SPACE 1 1 - CONTINUOUS ELECTRONIC SENSING OWNER INFORMATION OWNER NAME: PUBLIX SUPERMARKETS INC -ENVIRONMENTAL OWNER ADDRESS: ATTN: STORAGE TANK REGIS LAKELAND FL 33802 REGULATED MINERAL ACID TANKS INFORMATION - NO MINERAL ACID TANKS INFORMATION REPORTED DISCHARGE INFORMATION - NO DISCHARGE INFORMATION REPORTED Back to Report Summary Ge Search www.geo-search.com 888-396-0042 Order# 128121 Job#299216Pof w a item 411. National Pollutant Discharge Elimination System Facilities (NPDES) MAP ID# 4 Distance from Property: 0.063 mi. (333 ft.) NNW Elevation: 26 ft. (Higher than TP) FACILITY INFORMATION FACILITY ID: FLR10QF68 FACILITY NAME: BELLA VILLAGIO ADDRESS: 3764 COUNTY LINE RD JUPITER , FL COUNTY: PALM BEACH FACILITY DETAILS FACILITY TYPE: CONSTRUCTION STORMWATER GP STATUS: ACTIVE OWNERSHIP: PRIVATE COMPANY NAME: PALM BEACH GRADING INC RELATED PARTY NAME: AUSTIN JAMES PEREZ, PROJECT MANAGER RELATED PARTY ADDRESS: 8451 SW OLD KANSAS AVE STUART FL 34997-7220 RELATED PARTY PHONE: 7726784029 RELATED PARTY EMAIL: APEREZ@PBGRADING.NET PERMIT TYPE: GENERIC PERMIT DATE OF ISSUE: 6/20/2016 DATE OF EXPIRATION: 6/19/2021 NATURE OF BUSINESS: NOT REPORTED TREATMENT: NOT REPORTED CAPACITY: NOT REPORTED DOMESTIC WASTEWATER FACILITY CLASS: NOT REPORTED OFFICE: TALLAHASSEE NPDES STORMWATER Back to Report Summary Ge Search www.geo-search.com 888-396-0042 Order# 128121 Job#299216Pof • •ii a item Resource Conservation & Recovery Act - Non -Generator (RCRANGR04) MAP ID# 5 Distance from Property: 0.073 mi. (385 ft.) N Elevation: 19 ft. (Lower than TP) FACILITY INFORMATION EPA ID#: FLR000166124 NAME: EXXONMOBIL OIL CORP #12347 ADDRESS: 764 N US HIGHWAY 1 TEQUESTA, FL 33469-2339 CONTACT NAME: DONNA HYMES CONTACT ADDRESS: 764 N US HIGHWAY 1 TEQUESTA FL 33469-2339 CONTACT PHONE: 610-430-8151 NON-NOTIFIER: NOT A NON-NOTIFIER DATE RECEIVED BY AGENCY: 10/12/2011 CERTIFICATION CERTIFICATION NAME: CERTIFICATION TITLE: DONNA HYMES EXXONMOBIL HAZARDOUS WASTE COORDINATOR DONNA HYMES EXXONMOBIL HAZARDOUS WASTE COORDINATOR OWNER TYPE: PRIVATE OWNER NAME: EXXONMOBIL OIL CORP OPERATOR TYPE: PRIVATE OPERATOR NAME: EXXONMOBIL OIL CORP CERTIFICATION SIGNED DATE: 10/12/2011 08/03/2010 INDUSTRY CLASSIFICATION (NAILS) 44711 - GASOLINE STATIONS WITH CONVENIENCE STORES CURRENT ACTIVITY INFORMATION GENERATOR STATUS: NON -GENERATOR LAST UPDATED DATE: 03/09/2012 SUBJECT TO CORRECTIVE ACTION UNIVERSE: NO TDSFs POTENTIALLY SUBJECT TO CORRECTIVE ACTION UNDER 3004 (u)/(v) UNIVERSE: NO TDSFs ONLY SUBJECT TO CORRECTIVE ACTION UNDER DISCRETIONARY AUTHORITIES UNIVERSE: NO NON TSDFs WHERE RCRA CORRECTIVE ACTION HAS BEEN IMPOSED UNIVERSE: NO CORRECTIVE ACTION WORKLOAD UNIVERSE: NO IMPORTER: NO MIXED WASTE GENERATOR: NO RECYCLER: NO TRANSPORTER: NO ONSITE BURNER EXEMPTION: NO FURNACE EXEMPTION: NO USED OIL REFINER: NO USED OIL TRANSFER FACILITY: NO UNDERGROUND INJECTION: NO UNIVERSAL WASTE DESTINATION FACILITY: NO TRANSFER FACILITY: NO USED OIL FUEL BURNER: NO USED OIL PROCESSOR: NO USED OIL FUEL MARKETER TO BURNER: NO SPECIFICATION USED OIL MARKETER: NO USED OIL TRANSPORTER: NO COMPLIANCE, MONITORING AND ENFORCEMENT INFORMATION EVALUATIONS - NO EVALUATIONS REPORTED - VIOLATIONS - NO VIOLATIONS REPORTED - ENFORCEMENTS -NO ENFORCEMENTS REPORTED - HAZARDOUS WASTE D001 IGNITABLE WASTE D018 BENZENE Ge Search www.geo-search.com 888-396-0042 Order# 128121 Job#299216 E-gPof • •ii a item Resource Conservation & Recovery Act - Non -Generator (RCRANGR04) UNIVERSAL WASTE - NO UNIVERSAL WASTE REPORTED - CORRECTIVE ACTION AREA - NO CORRECTIVE ACTION AREA INFORMATION REPORTED - CORRECTIVE ACTION EVENT NO CORRECTIVE ACTION EVENT(S) REPORTED Back to Report Summary Ge Search www.geo-search.com 888-396-0042 Order# 128121 Job#299216 --9Pof q • •ii ma item ni. Underground Storage Tanks (UST) MAP ID# 5 Distance from Property: 0.073 mi. (385 ft.) N Elevation: 19 ft. (Lower than TP) FACILITY INFORMATION FACILITY ID: 9700577 FACILITY NAME: 7 ELEVEN STORE #34829 ADDRESS: 764 N US HWY 1 TEQUESTA , FL 33465 COUNTY: PALM BEACH TYPE: A -RETAIL STATION STATUS: OPEN CONTACT: MILEI AVILES /DAVID PETERSEN PHONE: 4072476750 Florida Oculus Some records may not have additional documentation available from the Oculus Website TAN K IN FORMATION (NOTE: CONSTRUCTION. PIPING, AND MONITORING INFO NOT SHOWN FOR CLOSED TANKS) TANK#: SIZE: CONTENT: INSTALLED: PLACEMENT: STATUS/DATE: 1 12000 UNLEADED GAS 1-FEB-97 UNDERGROUND IN SERVICE/1-FEB-97 2 12000 UNLEADED GAS 1-FEB-97 UNDERGROUND IN SERVICE/1-FEB-97 3 10000 VEHICULAR DIESEL 1-FEB-97 UNDERGROUND IN SERVICE/1-FEB-97 TANK CONSTRUCTION INFORMATION 1 A - BALL CHECK VALVE 1 E - FIBERGLASS 1 1 - DOUBLE WALL 1 M - SPILL CONTAINMENT BUCKET 1 N - FLOW SHUT-OFF 1 O -TIGHT FILL 1 P - LEVEL GAUGES/ALARMS 2 A - BALL CHECK VALVE 2 E - FIBERGLASS 2 1 - DOUBLE WALL 2 M - SPILL CONTAINMENT BUCKET 2 N - FLOW SHUT-OFF 2 O -TIGHT FILL 2 P - LEVEL GAUGES/ALARMS 3 A - BALL CHECK VALVE 3 E - FIBERGLASS 3 1 - DOUBLE WALL 3 M - SPILL CONTAINMENT BUCKET 3 N - FLOW SHUT-OFF 3 O -TIGHT FILL 3 P - LEVEL GAUGES/ALARMS TANK PIPING INFORMATION TANK#: PIPING: 1 C - FIBERGLASS Ge Search www.geo-search.com 888-396-0042 Order# 128121 Job#299216Pof w a item ni. Underground Storage Tanks (UST) 1 F - DOUBLE WALL 1 J - PRESSURIZED PIPING SYSTEM 1 K - DISPENSER LINERS 2 C - FIBERGLASS 2 F - DOUBLE WALL 2 J - PRESSURIZED PIPING SYSTEM 2 K - DISPENSER LINERS 3 C - FIBERGLASS 3 F - DOUBLE WALL 3 J - PRESSURIZED PIPING SYSTEM 3 K - DISPENSER LINERS TANK MONITORING INFORMATION TANK#: MONITORING: 1 F - MONITOR DBL WALL TANK SPACE 1 K - MONITOR DBL WALL PIPE SPACE 1 G - ELECTRONIC LINE LEAK DETECTOR 1 L - AUTOMATIC TANK GAUGING - USTS 1 1 - CONTINUOUS ELECTRONIC SENSING 1 2 - VISUAL INSPECT PIPE SUMPS 1 3 - ELECTRONIC MONITOR PIPE SUMPS 1 5 - ELECTRONIC MONITOR DISPENSER LINERS 2 F - MONITOR DBL WALL TANK SPACE 2 K - MONITOR DBL WALL PIPE SPACE 2 G - ELECTRONIC LINE LEAK DETECTOR 2 L - AUTOMATIC TANK GAUGING - USTS 2 1 - CONTINUOUS ELECTRONIC SENSING 2 2 - VISUAL INSPECT PIPE SUMPS 2 3 - ELECTRONIC MONITOR PIPE SUMPS 2 5 - ELECTRONIC MONITOR DISPENSER LINERS 3 F - MONITOR DBL WALL TANK SPACE 3 K - MONITOR DBL WALL PIPE SPACE 3 G - ELECTRONIC LINE LEAK DETECTOR 3 L - AUTOMATIC TANK GAUGING - USTS 3 1 - CONTINUOUS ELECTRONIC SENSING 3 2 - VISUAL INSPECT PIPE SUMPS 3 3 - ELECTRONIC MONITOR PIPE SUMPS 3 5 - ELECTRONIC MONITOR DISPENSER LINERS OWNER INFORMATION OWNER NAME: 7-ELEVEN INC -GASOLINE COMP DEPT 0148 OWNER ADDRESS: PO BOX 711 DALLAS TX 75221 REGULATED MINERAL ACID TANKS INFORMATION - NO MINERAL ACID TANKS INFORMATION REPORTED DISCHARGE INFORMATION - NO DISCHARGE INFORMATION REPORTED Ge Search www.geo-search.com 888-396-0042 Order# 128121 Job#299216Pof • •ii a item ni. Underground Storage Tanks (UST) Back to Report Summary Ge Search www.geo-search.com 888-396-0042 Order# 128121 Job#299216 --QPof ma item ni. Registered Leaking Storage Tanks (LUAST) MAP ID# 6 Distance from Property: 0.093 mi. (491 ft.) ENE Elevation: 7 ft. (Lower than TP) FACILITY INFORMATION GEOSEARCH ID: 9601196LUAST FACILITY ID: 9601196 FACILITY NAME: BROADVIEW CONDOMINIUM ADDRESS: N 100 INTRACOASTAL PLACE TEQUESTA , FL 33469-2305 PALM BEACH COUNTY FACILITY STATUS: CLOSED FACILITY TYPE: C - FUEL USER/NON-RETAIL FACILITY PHONE: (561)744-3950 FACILITY CLEANUP RANK: NOT REPORTED DISTRICT: SOUTHEAST DISTRICT SCORE: 60 SCORE EFFECTIVE DATE: 2/26/1999 SCORE WHEN RANKED: NOT REPORTED OPERATOR: TONY ARCURI NAME CHANGED: NOT REPORTED ADDRESS CHANGED: NOT REPORTED Florida Oculus Some records may not have additional documentation available from the Oculus Website RESPONSIBLE PARTY NAME: BROADVIEW CONDOMINIUM ASSOCIATION INC ADDRESS: PO BOX 3132 TEQUESTA , FL 33469 CONTACT: HELEN DRUCE PHONE: (407)746-5573 CONTAMINATED MEDIA INFORMATION DISCHARGE DATE: 9/22/1998 CLEANUP REQUIRED: R -CLEANUP REQUIRED CLEANUP WORK STATUS: COMPLETED INFORMATION SOURCE: D - DISCHARGE NOTIFICATION SITE MANAGER: JOHNSON Z SCORE: 60 RANK: NOT REPORTED CONTAMINATED DRINKING WELLS: NOT REPORTED CONTAMINATED MONITORING WELLS: YES CONTAMINATED SOIL: YES CONTAMINATED SURFACE WATER: NOT REPORTED CONTAMINATED GROUNDWATER: YES POLLUTANT: G - EMERG GENERATOR DIESEL OTHER DESCRIPTION: NOT REPORTED GALLONS DISCHARGED: NOT REPORTED TASK INFORMATION CLEANUP STATUS: NFA - NFA COMPLETE CLEANUP STATUS DATE: 12/12/2001 TANK OFFICE: PCTM2 -PETROLEUM CLEANUP TEAM 2 OTHER SOURCE: NOT REPORTED SITE MANAGER END DATE: 5/9/2002 SCORE EFFECTIVE DATE: 2/26/1999 Ge Search www.geo-search.com 888-396-0042 Order# 128121 Job#299216Pof • •ii w a item ni. Registered Leaking Storage Tanks (LUAST) SOURCE REMOVAL (SR) TASK ID: NOT REPORTED SR COMPLETION DATE: NOT REPORTED SR CLEANUP RESPONSIBLE: - SR SOIL REMOVAL: NOT REPORTED SR FREE PRODUCT REMOVAL: NOT REPORTED SR SOIL TREATMENT: NOT REPORTED SR SOIL TONNAGE REMOVED: NOT REPORTED SR SOIL TREATMENT: NOT REPORTED SR OTHER TREATMENT: NOT REPORTED SITE ASSESSMENT (SA) TASK ID: 69449 SA COMPLETION DATE: NOT REPORTED SA CLEANUP RESPONSIBLE: - SA FUNDING ELIGIBILITY TYPE: - SA ACTUAL COST: NOT REPORTED SA PAYMENT DATE: NOT REPORTED SITE REHABILITATION COMPLETION (SRC) ACTION TYPE: NFA-REMEDIATION ACTION PLAN (RAP) TASK ID: NOT REPORTED NO FURTHER ACTION SRC SUBMIT DATE: 12-21-2000 RAP COMPLETION DATE: NOT REPORTED SRC REVIEW DATE: 02-19-2001 RAP CLEANUP RESPONSIBLE: - SRC ISSUE DATE: 12-12-2001 SRC COMPLETION STATUS: A - APPROVED REMEDIATION ACTION (RA) TASK ID: 63412 SRC COMPLETION STATUS DATE: 12-04-2001 RA CLEANUP RESPONSIBLE: - SRC COMMENTS: NOT REPORTED DISCHARGE CLEANUP SUMMARY DISCHARGE DATE: 9/22/1998 CLEANUP REQUIRED: R - CLEANUP REQUIRED DISCHARGE CLEANUP STATUS: NFA - NFA COMPLETE DISCHARGE CLEANUP DATE: 12/12/2001 CLEANUP WORK STATUS: COMPLETED INFORMATION SOURCE: D - DISCHARGE NOTIFICATION OTHER SOURCE: NOT REPORTED SCORE: 60 SCORE EFFECTIVE DATE: 2/26/1999 RANK: NOT REPORTED TANK OFFICE: PCTM2 - PETROLEUM CLEANUP TEAM 2 Back to Report Summary Ge Search www.geo-search.com 888-396-0042 Order# 128121 Job#299216Pof • •ii ma item ni. Underground Storage Tanks (UST) MAP ID# 6 Distance from Property: 0.093 mi. (491 ft.) ENE Elevation: 7 ft. (Lower than TP) FACILITY INFORMATION FACILITY ID: 9601196 FACILITY NAME: BROADVIEW CONDOMINIUM ADDRESS: N 100 INTRACOASTAL PLACE TEQUESTA , FL 33469 COUNTY: PALM BEACH TYPE: C-FUEL USER/NON-RETAIL STATUS:CLOSED CONTACT: HELEN DRUCE PHONE: 5617443950 Florida Oculus Some records may not have additional documentation available from the Oculus Website TAN K IN FORMATION (NOTE: CONSTRUCTION. PIPING, AND MONITORING INFO NOT SHOWN FOR CLOSED TANKS) TANK#: SIZE: CONTENT: INSTALLED: PLACEMENT: STATUS/DATE: 1 1000 EMERG GENERATOR DIESEL 1-JAN-77 UNDERGROUND REMOVED FROM SITE/1-SEP-98 TANK CONSTRUCTION INFORMATION - NO CONSTRUCTION INFORMATION REPORTED TANK PIPING INFORMATION - NO PIPING INFORMATION REPORTED TANK MONITORING INFORMATION - NO MONITORING INFORMATION REPORTED OWNER INFORMATION OWNER NAME: BROADVIEW CONDOMINIUM ASSOCIATION INC OWNER ADDRESS: PO BOX 3132 TEQUESTA FL 33469 REGULATED MINERAL ACID TANKS INFORMATION - NO MINERAL ACID TANKS INFORMATION REPORTED DISCHARGE INFORMATION DATE: DESCRIPTION: SCORE: SCORE DATE 9/22/1998 CLEANUP REQUIRED 60 2/26/1999 Back to Report Summary STATUS DESCRIPTION: STATUS DATE: NFA COMPLETE 12/12/2001 Ge Search www.geo-search.com 888-396-0042 Order# 128121 Job#299216Pof ma item ni. Aboveground Storage Tanks (AST) MAP ID# 7 Distance from Property: 0.116 mi. (612 ft.) SSW Elevation: 17 ft. (Lower than TP) FACILITY INFORMATION FACILITY ID: 9816567 FACILITY NAME: BROOKDALE TEQUESTA ADDRESS: 211 VILLAGE BLVD TEQUESTA , FL 33469 COUNTY: PALM BEACH TYPE: C-FUEL USER/NON-RETAIL STATUS: OPEN CONTACT: MICHAEL KOEPKE PHONE: NOT REPORTED Florida Oculus Some records may not have additional documentation available from the Oculus Website TAN K IN FORMATION (NOTE: CONSTRUCTION. PIPING, AND MONITORING INFO NOT SHOWN FOR CLOSED TANKS) TANK#: SIZE: CONTENT: INSTALLED: PLACEMENT: STATUS/DATE: 58678 1065 EMERG GENERATOR DIESEL 1-SEP-18 ABOVEGROUND IN SERVICE/28-SEP-18 TANK CONSTRUCTION INFORMATION TANK#: CONSTRUCTION: 58678 C - STEEL 58678 1 - DOUBLE WALL 58678 M - SPILL CONTAINMENT BUCKET 58678 N - FLOW SHUT-OFF 58678 O -TIGHT FILL 58678 P - LEVEL GAUGES/ALARMS TANK PIPING INFORMATION TANK#: PIPING: 58678 Y - UNKNOWN TANK MONITORING INFORMATION TANK#: MONITORING: 58678 Q - VISUAL INSPECTION OF ASTS 58678 F - MONITOR DBL WALL TANK SPACE OWNER INFORMATION OWNER NAME: BROOKDALE SENIOR LIVING OWNER ADDRESS: SUITE 2300 MILWAUKEE WI 53214 REGULATED MINERAL ACID TANKS INFORMATION - NO MINERAL ACID TANKS INFORMATION REPORTED DISCHARGE INFORMATION - NO DISCHARGE INFORMATION REPORTED Back to Report Summary Ge Search www.geo-search.com 888-396-0042 Order# 128121 Job#299216Pof ma item ni. Aboveground Storage Tanks (AST) MAP ID# 8 Distance from Property: 0.117 mi. (618 ft.) W Elevation: 13 ft. (Lower than TP) FACILITY INFORMATION FACILITY ID: 9300158 FACILITY NAME: TEQUESTA VILLAGE-WTP ADDRESS: 901 N OLD DIXIE HWY TEQUESTA , FL 33469 COUNTY: PALM BEACH TYPE: H-LOCAL GOVERNMENT STATUS: OPEN CONTACT: SAM HEADY PHONE: 5617680490 Florida Oculus Some records may not have additional documentation available from the Oculus Website TAN K IN FORMATION (NOTE: CONSTRUCTION. PIPING, AND MONITORING INFO NOT SHOWN FOR CLOSED TANKS) TANK#: SIZE: CONTENT: INSTALLED: PLACEMENT: STATUS/DATE: 1 1000 AMMONIA COMPOUND 1-AUG-90 ABOVEGROUND IN SERVICE/NR 3 1000 EMERG GENERATOR DIESEL 1-MAR-93 ABOVEGROUND IN SERVICE/NR 4 8000 EMERG GENERATOR DIESEL 1-JUN-00 ABOVEGROUND IN SERVICE/1-JUN-00 5 4300 MINERAL ACID 1-JUN-99 ABOVEGROUND IN SERVICE/1-JUN-99 6 220 MINERAL ACID 1-JUN-99 ABOVEGROUND IN SERVICE/1-JUN-99 TANK CONSTRUCTION INFORMATION I1/\►I:E'�Giel►611d•1•0rIM01 3 M - SPILL CONTAINMENT BUCKET 3 P - LEVEL GAUGES/ALARMS 3 R - DOUBLE WALL - TANK JACKET 4 C - STEEL 4 1 - DOUBLE WALL 4 M - SPILL CONTAINMENT BUCKET 4 P - LEVEL GAUGES/ALARMS 5 1 - DOUBLE WALL 5 K -AST CONTAINMENT 5 Q - DEP APPROVED PROTECTION 5 Y- POLYETHYLENE 6 1 - DOUBLE WALL 6 K -AST CONTAINMENT 6 Q - DEP APPROVED PROTECTION 6 Y- POLYETHYLENE TANK PIPING INFORMATION TANK#: PIPING: 3 M - DOUBLE WALL - PIPE JACKET 3 Z - DEP APPROVED PIPING 4 A - ABV, NO SOIL CONTACT 4 Z - DEP APPROVED PIPING 5 A - ABV, NO SOIL CONTACT Ge Search www.geo-search.com 888-396-0042 Order# 128121 Job#299216Pof w a item ni. Aboveground Storage Tanks (AST) 5 G - PIPE TRENCH LINER 5 J - PRESSURIZED PIPING SYSTEM 5 Z - DEP APPROVED PIPING 6 A - ABV, NO SOIL CONTACT 6 G - PIPE TRENCH LINER 6 J - PRESSURIZED PIPING SYSTEM 6 Z - DEP APPROVED PIPING TANK MONITORING INFORMATION TANK#: MONITORING: 3 F - MONITOR DBL WALL TANK SPACE 3 Q - VISUAL INSPECTION OF ASTS 4 F - MONITOR DBL WALL TANK SPACE 4 Q - VISUAL INSPECTION OF ASTS 5 Q - VISUAL INSPECTION OF ASTS 5 F - MONITOR DBL WALL TANK SPACE 5 2 - VISUAL INSPECT PIPE SUMPS 5 6 - EXTERNAL PIPING MONITORING 6 Q - VISUAL INSPECTION OF ASTS 6 F - MONITOR DBL WALL TANK SPACE 6 2 - VISUAL INSPECT PIPE SUMPS 6 6 - EXTERNAL PIPING MONITORING OWNER INFORMATION OWNER NAME: TEQUESTA VILLAGE WTR DEPT OWNER ADDRESS: NOT REPORTED JUPITER FL 33469 REGULATED MINERAL ACID TANKS INFORMATION TANK #: MINERAL ACID: 6 YES 6 YES 5 YES 6 YES 5 YES 6 YES 5 YES 5 YES DISCHARGE INFORMATION - NO DISCHARGE INFORMATION REPORTED Back to Report Summary Ge Search www.geo-search.com 888-396-0042 Order# 128121 Job#299216Pof • •ii ma item 411. National Pollutant Discharge Elimination System Facilities (NPDES) MAP ID# 8 Distance from Property: 0.117 mi. (618 ft.) W Elevation: 13 ft. (Lower than TP) FACILITY INFORMATION FACILITY ID: FLR10SK89 FACILITY NAME: TEQUESTA WTP UPGRADES ADDRESS: 901 OLD DIXIE HWY TEQUESTA,FL COUNTY: PALM BEACH FACILITY DETAILS FACILITY TYPE: CONSTRUCTION STORMWATER GP STATUS: ACTIVE OWNERSHIP: PRIVATE COMPANY NAME: FLORIDA DESIGN CONTRACTORS RELATED PARTY NAME: RALPH COSME, PMTE RELATED PARTY ADDRESS: 1326 S KILLIAN DR LAKE PARK FL 33403-1919 RELATED PARTY PHONE: 5612752283 RELATED PARTY EMAIL: RCOSME@FLORIDADESIGNCONTRACTORS.COM PERMIT TYPE: GENERIC PERMIT DATE OF ISSUE: 1/27/2019 DATE OF EXPIRATION: 1/26/2024 NATURE OF BUSINESS: NOT REPORTED TREATMENT: NOT REPORTED CAPACITY: NOT REPORTED DOMESTIC WASTEWATER FACILITY CLASS: NOT REPORTED OFFICE: NOT REPORTED Back to Report Summary Ge Search www.geo-search.com 888-396-0042 Order# 128121 Job#299216 --QPof • •ii ma item ni. Underground Storage Tanks (UST) MAP ID# 8 Distance from Property: 0.117 mi. (618 ft.) W Elevation: 13 ft. (Lower than TP) FACILITY INFORMATION FACILITY ID: 9300158 FACILITY NAME: TEQUESTA VILLAGE-WTP ADDRESS: 901 N OLD DIXIE HWY TEQUESTA , FL 33469 COUNTY: PALM BEACH TYPE: H-LOCAL GOVERNMENT STATUS: OPEN CONTACT: SAM HEADY PHONE: 5617680490 Florida Oculus Some records may not have additional documentation available from the Oculus Website TAN K IN FORMATION (NOTE: CONSTRUCTION. PIPING, AND MONITORING INFO NOT SHOWN FOR CLOSED TANKS) TANK#: SIZE: CONTENT: INSTALLED: PLACEMENT: STATUS/DATE: 2 550 EMERG GENERATOR DIESEL NOT REPORTED UNDERGROUND REMOVED FROM SITE/31-MAR-93 TANK CONSTRUCTION INFORMATION TANK#: CONSTRUCTION: 3 M - SPILL CONTAINMENT BUCKET 3 P - LEVEL GAUGES/ALARMS 3 R - DOUBLE WALL - TANK JACKET 4 C - STEEL 4 1 - DOUBLE WALL 4 M - SPILL CONTAINMENT BUCKET 4 P - LEVEL GAUGES/ALARMS 5 1 - DOUBLE WALL 5 K -AST CONTAINMENT 5 Q - DEP APPROVED PROTECTION 5 Y- POLYETHYLENE 6 1 - DOUBLE WALL 6 K -AST CONTAINMENT 6 Q - DEP APPROVED PROTECTION 6 Y- POLYETHYLENE TANK PIPING INFORMATION TANK#: PIPING: 3 M - DOUBLE WALL - PIPE JACKET 3 Z - DEP APPROVED PIPING 4 A - ABV, NO SOIL CONTACT 4 Z - DEP APPROVED PIPING 5 A - ABV, NO SOIL CONTACT 5 G - PIPE TRENCH LINER 5 J - PRESSURIZED PIPING SYSTEM 5 Z - DEP APPROVED PIPING 6 A - ABV, NO SOIL CONTACT Ge Search www.geo-search.com 888-396-0042 Order# 128121 Job#299216 -Pof w a item ni. Underground Storage Tanks (UST) 6 G - PIPE TRENCH LINER 6 J - PRESSURIZED PIPING SYSTEM 6 Z - DEP APPROVED PIPING TANK MONITORING INFORMATION TANK#: MONITORING: 3 F - MONITOR DBL WALL TANK SPACE 3 Q - VISUAL INSPECTION OF ASTS 4 F - MONITOR DBL WALL TANK SPACE 4 Q - VISUAL INSPECTION OF ASTS 5 Q - VISUAL INSPECTION OF ASTS 5 F - MONITOR DBL WALL TANK SPACE 5 2 - VISUAL INSPECT PIPE SUMPS 5 6 - EXTERNAL PIPING MONITORING 6 Q - VISUAL INSPECTION OF ASTS 6 F - MONITOR DBL WALL TANK SPACE 6 2 - VISUAL INSPECT PIPE SUMPS 6 6 - EXTERNAL PIPING MONITORING OWNER INFORMATION OWNER NAME: TEQUESTA VILLAGE WTR DEPT OWNER ADDRESS: 345 TEQUESTA DR JUPITER FL 33469 REGULATED MINERAL ACID TANKS INFORMATION TANK #: MINERAL ACID: 6 YES 6 YES 5 YES 6 YES 5 YES 6 YES 5 YES 5 YES DISCHARGE INFORMATION - NO DISCHARGE INFORMATION REPORTED Back to Report Summary Ge Search www.geo-search.com 888-396-0042 Order# 128121 Job#299216Pof • •ii ma item ni. Resource Conservation & Recovery Act - Generator (RCRAGR04) MAP ID# 9 Distance from Property: 0.122 mi. (644 ft.) N Elevation: 19 ft. (Lower than TP) FACILITY INFORMATION EPA ID#: FLR000078592 OWNER TYPE: PRIVATE NAME: INTERMARINE OWNER NAME: NON NOTIFIER ADDRESS: 19157 SE FEDERAL HWY OPERATOR TYPE: NOT REPORTED JUPITER, FL 33469-1711 OPERATOR NAME: NOT REPORTED CONTACT NAME: MARC THIBAULT CONTACT ADDRESS: 19157 SE FEDERAL HWY JUPITER FL 33469-1711 CONTACT PHONE: 561-747-0005 NON-NOTIFIER: NON-NOTIFIER DATE RECEIVED BY AGENCY: 07/19/2001 CERTIFICATION - NO CERTIFICATION REPORTED - INDUSTRY CLASSIFICATION (NAILS) - NO NAICS INFORMATION REPORTED - CURRENT ACTIVITY INFORMATION GENERATOR STATUS: CONDITIONALLY EXEMPT SMALL QUANTITY GENERATOR LAST UPDATED DATE: 06/23/2011 SUBJECT TO CORRECTIVE ACTION UNIVERSE: NO TDSFs POTENTIALLY SUBJECT TO CORRECTIVE ACTION UNDER 3004 (u)/(v) UNIVERSE: NO TDSFs ONLY SUBJECT TO CORRECTIVE ACTION UNDER DISCRETIONARY AUTHORITIES UNIVERSE: NO NON TSDFs WHERE RCRA CORRECTIVE ACTION HAS BEEN IMPOSED UNIVERSE: NO CORRECTIVE ACTION WORKLOAD UNIVERSE: NO IMPORTER: NO MIXED WASTE GENERATOR: NO RECYCLER: NO TRANSPORTER: NO ONSITE BURNER EXEMPTION: NO FURNACE EXEMPTION: NO USED OIL REFINER: NO USED OIL TRANSFER FACILITY: NO UNDERGROUND INJECTION: NO UNIVERSAL WASTE DESTINATION FACILITY: NO TRANSFER FACILITY: NO USED OIL FUEL BURNER: NO USED OIL PROCESSOR: NO USED OIL FUEL MARKETER TO BURNER: NO SPECIFICATION USED OIL MARKETER: NO USED OIL TRANSPORTER: NO COMPLIANCE, MONITORING AND ENFORCEMENT INFORMATION EVALUATIONS 07/19/2001 CEI COMPLIANCE EVALUATION INSPECTION ON -SITE VIOLATIONS 07/19/2001 261.A LISTING -GENERAL 07/19/2001 279.0 USED OIL - GENERATORS ENFORCEMENTS 07/19/2001 105 NOT REPORTED HAZARDOUS WASTE - NO HAZARDOUS WASTE INFORMATION REPORTED - UNIVERSAL WASTE - NO UNIVERSAL WASTE REPORTED - CORRECTIVE ACTION AREA - NO CORRECTIVE ACTION AREA INFORMATION REPORTED - Ge Search www.geo-search.com 888-396-0042 Order# 128121 Job#299216 40f • •ii a item ni. Resource Conservation & Recovery Act - Generator (RCRAGR04) CORRECTIVE ACTION EVENT NO CORRECTIVE ACTION EVENT(S) REPORTED Back to Report Summary Ge Search www.,geo-search.com 888-396-0042 Order# 128121 Job#299216 -, 1,9Pof ma item ni. Dry Cleaners (CLEANERS) MAP ID# 10 Distance from Property: 0.136 mi. (718 ft.) S Elevation: 21 ft. (Lower than TP) FACILITY INFORMATION FACILITY ID: 9500440 FACILITY NAME: IVORY DRY CLEANERS ADDRESS: 632 N US HWY 1 TEQUESTA , FL 33469 COUNTY: NOT REPORTED CONTACT NAME: SID VORA CONTACT PHONE: (561)746-7966 FACILITY STATUS: OPEN RELATED PARTY RELATED PARTY ID: 59817 PRIMARY RELATED PARTY ROLE: TANK OPERATOR RELATED PARTY NAME: VORA, SID RELATED PARTY ADDRESS: 182 S HAMPTON DR, JUPITER , FL 33458 RELATED PHONE: (561)575-7817 START DATE: 5/22/2006 RELATED PARTY ID: 59817 PRIMARY RELATED PARTY ROLE: ACCOUNT OWNER RELATED PARTY NAME: VORA, SID RELATED PARTY ADDRESS: 182 S HAMPTON DR, JUPITER , FL 33458 RELATED PHONE: (561)575-7817 START DATE: 5/22/2006 RELATED PARTY ID: 59818 PRIMARY RELATED PARTY ROLE: PROPERTY OWNER RELATED PARTY NAME: TAM WEST REALTY CO RELATED PARTY ADDRESS: 564 US HIGHWAY 1 NORTH, JUPITER , FL 33458 RELATED PHONE: (561)747-7033 START DATE: 5/22/2006 RELATED PARTY ID: 59817 PRIMARY RELATED PARTY ROLE: FACILITY OWNER RELATED PARTY NAME: VORA, SID RELATED PARTY ADDRESS: 182 S HAMPTON DR, JUPITER , FL 33458 RELATED PHONE: (561)575-7817 START DATE: 1/30/2007 Back to Report Summary Ge Search www.geo-search.com 888-396-0042 Order# 128121 Job#299216 E'�gPof ma item ni. Drycleaning Solvent Program Cleanup Sites (CLEANUPS) MAP ID# 10 Distance from Property: 0.136 mi. (718 ft.) S Elevation: 21 ft. (Lower than TP) FACILITY INFORMATION SITE ID: 000509500440 EPA ID: NOT REPORTED ERIC ID: ERIC 5095 FACILITY NAME: COUNTY LINE CLEANERS ADDRESS: 632 N US HIGHWAY 1 TEQUESTA,FL COUNTY: PALM BEACH DISTRICT: SOUTHEAST PROGRAM: DRYCLEANING STATUS: ONHOLD MANAGER: NOT REPORTED OPERATION: DRYCLEANER CLEANUP SITE DEP Facility/Site Details and Associated Documents Back to Report Summary Ge Search www.geo-search.com 888-396-0042 Order# 128121 Job#299216 -49Pof • •ii ma item ni. Historical Dry Cleaners (HISTCLEANERS) MAP ID# 10 Distance from Property: 0.136 mi. (718 ft.) S Elevation: 21 ft. (Lower than TP) FACILITY INFORMATION GS ID: 9500440HIST FACILITY ID: 9500440 FACILITY NAME: IVORY DRY CLEANERS ADDRESS: 632 N US HWY 1 TEQUESTA , FL 33469 TANK VESSEL INDICATOR: DRUM FACILITY DETAILS PLACEMENT: ABOVEGROUND TANK STATUS: IN SERVICE SUBSTANCES: TETRACHLOROETHYLENE QUANTITY (GALLONS): NOT REPORTED Back to Report Summary Ge Search www.geo-search.com 888-396-0042 Order# 128121 Job#299216Pof • •ii ma item ni. Aboveground Storage Tanks (AST) MAP ID# 11 Distance from Property: 0.217 mi. (1,146 ft.) W Elevation: 16 ft. (Lower than TP) FACILITY INFORMATION FACILITY ID: 9812058 FACILITY NAME: COMCAST TEQUESTA HUBSITE ADDRESS: 961 OLD DIXIE HWY TEQUESTA , FL 33469 COUNTY: PALM BEACH TYPE: C-FUEL USER/NON-RETAIL STATUS: OPEN CONTACT: GREG GOODE PHONE: 9548686341 Florida Oculus Some records may not have additional documentation available from the Oculus Website TAN K IN FORMATION (NOTE: CONSTRUCTION. PIPING, AND MONITORING INFO NOT SHOWN FOR CLOSED TANKS) TANK#: SIZE: CONTENT: INSTALLED: PLACEMENT: STATUS/DATE: 1 570 EMERG GENERATOR DIESEL 1-OCT-08 ABOVEGROUND IN SERVICE/1-OCT-08 TANK CONSTRUCTION INFORMATION TANK#: CONSTRUCTION: 1 C - STEEL 1 1 - DOUBLE WALL 1 M - SPILL CONTAINMENT BUCKET 1 P - LEVEL GAUGES/ALARMS TANK PIPING INFORMATION TANK#: PIPING: 1 A - ABV, NO SOIL CONTACT TANK MONITORING INFORMATION TANK#: MONITORING: 1 F - MONITOR DBL WALL TANK SPACE 1 Q - VISUAL INSPECTION OF ASTS OWNER INFORMATION OWNER NAME: COMCAST OWNER ADDRESS: ATTN: FACILITIES FORT LAUDERDALE FL 33325 REGULATED MINERAL ACID TANKS INFORMATION - NO MINERAL ACID TANKS INFORMATION REPORTED DISCHARGE INFORMATION - NO DISCHARGE INFORMATION REPORTED Back to Report Summary Ge Search www.geo-search.com 888-396-0042 Order# 128121 Job#299216 qgPof ma item ni. Aboveground Storage Tanks (AST) MAP ID# 12 Distance from Property: 0.24 mi. (1,267 ft.) S Elevation: 22 ft. (Lower than TP) FACILITY INFORMATION FACILITY ID: 9804305 FACILITY NAME: TEQUESTA TERRACE ADDRESS: 400 N US HWY 1 TEQUESTA , FL 33469 COUNTY: PALM BEACH TYPE: C-FUEL USER/NON-RETAIL STATUS: OPEN CONTACT: SHAWN GIBBONS PHONE: 5612076500 Florida Oculus Some records may not have additional documentation available from the Oculus Website TAN K IN FORMATION (NOTE: CONSTRUCTION. PIPING, AND MONITORING INFO NOT SHOWN FOR CLOSED TANKS) TANK#: SIZE: CONTENT: INSTALLED: PLACEMENT: STATUS/DATE: 1 600 EMERG GENERATOR DIESEL 1-OCT-01 ABOVEGROUND IN SERVICE/1-AUG-04 2 3533 EMERG GENERATOR DIESEL 1-FEB-19 ABOVEGROUND IN SERVICE/1-FEB-19 TANK CONSTRUCTION INFORMATION 11/\01114E�6161►611:111419I ]► 1 C - STEEL 1 1 - DOUBLE WALL 1 M - SPILL CONTAINMENT BUCKET 1 P - LEVEL GAUGES/ALARMS 2 C - STEEL 2 1 - DOUBLE WALL 2 M - SPILL CONTAINMENT BUCKET 2 P - LEVEL GAUGES/ALARMS TANK PIPING INFORMATION TANK#: PIPING: 1 A - ABV, NO SOIL CONTACT 2 A - ABV, NO SOIL CONTACT 2 B - STEEL/GALVANIZED METAL 2 D - EXTERNAL PROTECTIVE COATING 2 F - DOUBLE WALL TANK MONITORING INFORMATION TANK#: MONITORING: 1 F - MONITOR DBL WALL TANK SPACE 1 Q - VISUAL INSPECTION OF ASTS 2 1 - CONTINUOUS ELECTRONIC SENSING 2 Z - DEP APPROVED MONITORING 2 F - MONITOR DBL WALL TANK SPACE 2 6 - EXTERNAL PIPING MONITORING 2 Q - VISUAL INSPECTION OF ASTS 2 R - MONITOR TANK BOTTOM SPACE Ge Search www.geo-search.com 888-396-0042 Order# 128121 Job#299216 Pof a item ni. Aboveground Storage Tanks (AST) OWNER INFORMATION OWNER NAME: TERRACE COMMUNITIES OF TEQUESTA LLC OWNER ADDRESS: NOT REPORTED TEQUESTA FL 33469 REGULATED MINERAL ACID TANKS INFORMATION - NO MINERAL ACID TANKS INFORMATION REPORTED DISCHARGE INFORMATION - NO DISCHARGE INFORMATION REPORTED Back to Report Summary Ge Sear..rh www.geo-search.com 888-396-0042 Order# 128121 Job#299216 qgPof q • •ii a item ni. Formerly Used Defense Sites (FUDS) MAP ID# 13 Distance from Property: 0.258 mi. (1,362 ft.) WSW Elevation: 7 ft. (Lower than TP) FUDS #: 104FL0086 FFID: FL9799F4369 NAME: CAMP MURPHY CITY: HOBE SOUND STATE: FL ZI PCODE: 33455 DISTRICT RESPONSIBLE FOR THE FUDS PROPERTY: JACKSONVILLE DISTRICT (SAJ) IS THE PROPERTY HAS ANY CLEANUP UNDER THE MILITARY MUNITIONS RESPONSE PROGRAM (MMRP): NO DESCRIPTION: THE SITE COMPRISED 11,303.81 ACRES LOCATED WEST OF U.S. ROUTE 1, BETWEEN HOBE SOUND AND JUPITER, FLORIDA, AT THE MARTIN AND PALM BEACH COUNTIES LINE. HISTORY: BETWEEN 1942 AND 1943, THE U.S. ACQUIRED THE PROPERTY FOR AN ARMY MILITARY RESERVATION AND TRAINING FACILITY NAMED CAMP MURPHY. THE ARMY CONSTRUCTED A COMPLETE MILITARY RESERVATION, CONSISTING OF APPROXIMATELY 540 BUILDINGS AND STRUCTURES ALONG WITH OTHER MISCELLANEOUS IMPROVEMENTS, SUCH AS ROADS, ELECTRICAL SYSTEMS, WATER AND SEWER SYSTEMS. IN JULY 1942, THE ARMY FOURTH SERVICE COMMAND OPENED THE SOUTHERN SIGNAL CORPS TECHNICAL SCHOOL AND UTILIZED THE SITE TO TEACH RADAR OPERATION AND MAINTENANCE TO SIGNAL CORPS AND COASTAL ARTILLERY PERSONNEL. CAMP MURPHY REMAINED ACTIVE UNTIL 20 NOVEMBER 1944 WHEN ITS FUNCTIONS WERE RELOCATED ELSEWHERE IN THE U.S. BETWEEN APRIL 1945 AND JUNE 1947, THE ARMY DECLARED THE PROPERTY SURPLUS AND CONVEYED THE PROPERTY TO THE FEDERAL FARM MORTGAGE CORPORATION (FFMC) WHO, IN TURN, CONVEYED PORTION OF THE LAND TO THE FLORIDA BOARD OF FORESTRY AND PARKS, STATE OF FLORIDA, AND A PORTION TO PRIVATE OWNERS. THE STATE OF FLORIDA ESTABLISHED THE JONATHAN DICKINSON STATE PARK ON THE MAJORITY OF THE SITE. THE REMAINING AREA HAS BEEN PRIVATELY DEVELOPED. THE PROPERTY CONSISTS OF A BD/DR) PROJECT THAT WAS NOT APPROVED (CONCRETE SLABS, FOUNDATION PIERS, CONCRETE TANK CRADLES, ABANDONED CONCRETE STRUCTURES, VAULTS, WATER TREATMENT PLANT AND WATER WELL) AND A HTRW PROJECT (SOIL CONTAMINATION AT THE FORMER RIFLE SHOOTING RANGE). Back to Report Summary Ge Sear..rh www.geo-search.com 888-396-0042 11 Order# 128121 Job#299216 -'�gPof • •ii a item ni. Formerly Used Defense Sites (FUDS) MAP ID# 14 Distance from Property: 0.258 mi. (1,362 ft.) WSW Elevation: 8 ft. (Lower than TP) FUDS #: 104FL0086 FFID: FL9799F4369 NAME: CAMP MURPHY CITY: HOBE SOUND STATE: FL ZI PCODE: 33455 DISTRICT RESPONSIBLE FOR THE FUDS PROPERTY: JACKSONVILLE DISTRICT (SAJ) IS THE PROPERTY HAS ANY CLEANUP UNDER THE MILITARY MUNITIONS RESPONSE PROGRAM (MMRP): NO DESCRIPTION: THE SITE COMPRISED 11,303.81 ACRES LOCATED WEST OF U.S. ROUTE 1, BETWEEN HOBE SOUND AND JUPITER, FLORIDA, AT THE MARTIN AND PALM BEACH COUNTIES LINE. HISTORY: BETWEEN 1942 AND 1943, THE U.S. ACQUIRED THE PROPERTY FOR AN ARMY MILITARY RESERVATION AND TRAINING FACILITY NAMED CAMP MURPHY. THE ARMY CONSTRUCTED A COMPLETE MILITARY RESERVATION, CONSISTING OF APPROXIMATELY 540 BUILDINGS AND STRUCTURES ALONG WITH OTHER MISCELLANEOUS IMPROVEMENTS, SUCH AS ROADS, ELECTRICAL SYSTEMS, WATER AND SEWER SYSTEMS. IN JULY 1942, THE ARMY FOURTH SERVICE COMMAND OPENED THE SOUTHERN SIGNAL CORPS TECHNICAL SCHOOL AND UTILIZED THE SITE TO TEACH RADAR OPERATION AND MAINTENANCE TO SIGNAL CORPS AND COASTAL ARTILLERY PERSONNEL. CAMP MURPHY REMAINED ACTIVE UNTIL 20 NOVEMBER 1944 WHEN ITS FUNCTIONS WERE RELOCATED ELSEWHERE IN THE U.S. BETWEEN APRIL 1945 AND JUNE 1947, THE ARMY DECLARED THE PROPERTY SURPLUS AND CONVEYED THE PROPERTY TO THE FEDERAL FARM MORTGAGE CORPORATION (FFMC) WHO, IN TURN, CONVEYED PORTION OF THE LAND TO THE FLORIDA BOARD OF FORESTRY AND PARKS, STATE OF FLORIDA, AND A PORTION TO PRIVATE OWNERS. THE STATE OF FLORIDA ESTABLISHED THE JONATHAN DICKINSON STATE PARK ON THE MAJORITY OF THE SITE. THE REMAINING AREA HAS BEEN PRIVATELY DEVELOPED. THE PROPERTY CONSISTS OF A BD/DR) PROJECT THAT WAS NOT APPROVED (CONCRETE SLABS, FOUNDATION PIERS, CONCRETE TANK CRADLES, ABANDONED CONCRETE STRUCTURES, VAULTS, WATER TREATMENT PLANT AND WATER WELL) AND A HTRW PROJECT (SOIL CONTAMINATION AT THE FORMER RIFLE SHOOTING RANGE). Back to Report Summary Ge Search www.geo-search.com 888-396-0042 Order# 128121 Job#299216Pof • •ii ma item ni. Registered Leaking Storage Tanks (LUAST) MAP ID# 15 Distance from Property: 0.378 mi. (1,996 ft.) E Elevation: 8 ft. (Lower than TP) FACILITY INFORMATION GEOSEARCH ID: 9601251LUAST FACILITY ID: 9601251 FACILITY NAME: LANDFALL CONDOMINIUM ADDRESS: 19850 BEACH RD JUPITER , FL 33469 PALM BEACH COUNTY FACILITY STATUS: CLOSED FACILITY TYPE: C - FUEL USER/NON-RETAIL FACILITY PHONE: (561)746-2750 FACILITY CLEANUP RANK: 8060 DISTRICT: SOUTHEAST DISTRICT SCORE: 26 SCORE EFFECTIVE DATE: 10/24/2008 SCORE WHEN RANKED: 11 OPERATOR: WALLY BEGLEY NAME CHANGED: NOT REPORTED ADDRESS CHANGED: 6/6/1997 Florida Oculus Some records may not have additional documentation available from the Oculus Website RESPONSIBLE PARTY NAME: LANDFALL CONDOMINIUM ASSOC INC ADDRESS: 19850 BEACH RD TEQUESTA , FL 33469 CONTACT: WALLY BEGLEY PHONE: (407)746-2750 CONTAMINATED MEDIA INFORMATION DISCHARGE DATE: 5/21/1997 CLEANUP REQUIRED: R -CLEANUP REQUIRED CLEANUP WORK STATUS: COMPLETED INFORMATION SOURCE: D - DISCHARGE NOTIFICATION SITE MANAGER: TARVER D SCORE: 26 RANK: 8060 CONTAMINATED DRINKING WELLS: 0 CONTAMINATED MONITORING WELLS: YES CONTAMINATED SOIL: YES CONTAMINATED SURFACE WATER: NO CONTAMINATED GROUNDWATER: YES POLLUTANT: G - EMERG GENERATOR DIESEL OTHER DESCRIPTION: NOT REPORTED GALLONS DISCHARGED: NOT REPORTED TASK INFORMATION CLEANUP STATUS: NFA - NFA COMPLETE CLEANUP STATUS DATE: 2/13/2017 TANK OFFICE: PCTM5 -PETROLEUM CLEANUP TEAM 5 OTHER SOURCE: NOT REPORTED SITE MANAGER END DATE: 3/8/2017 SCORE EFFECTIVE DATE: 10/24/2008 Ge Search www.geo-search.com 888-396-0042 Order# 128121 Job#299216Pof • •ii w a item ni. Registered Leaking Storage Tanks (LUAST) SOURCE REMOVAL (SR) TASK ID: NOT REPORTED SR COMPLETION DATE: NOT REPORTED SR CLEANUP RESPONSIBLE: - SR SOIL REMOVAL: NOT REPORTED SR FREE PRODUCT REMOVAL: NOT REPORTED SR SOIL TREATMENT: NOT REPORTED SR SOIL TONNAGE REMOVED: NOT REPORTED SR SOIL TREATMENT: NOT REPORTED SR OTHER TREATMENT: NOT REPORTED SITE ASSESSMENT (SA) TASK ID: 93157 SA COMPLETION DATE: NOT REPORTED SA CLEANUP RESPONSIBLE: - SA FUNDING ELIGIBILITY TYPE: - SA ACTUAL COST: NOT REPORTED SA PAYMENT DATE: NOT REPORTED SITE REHABILITATION COMPLETION (SRC) ACTION TYPE: NFA-REMEDIATION ACTION PLAN (RAP) TASK ID: NOT REPORTED NO FURTHER ACTION SRC SUBMIT DATE: 08-31-2016 RAP COMPLETION DATE: NOT REPORTED SRC REVIEW DATE: 10-04-2016 RAP CLEANUP RESPONSIBLE: - SRC ISSUE DATE: 02-13-2017 SRC COMPLETION STATUS: A - APPROVED REMEDIATION ACTION (RA) TASK ID: 94116 SRC COMPLETION STATUS DATE: 02-14-2017 RA CLEANUP RESPONSIBLE: - SRC COMMENTS: NOT REPORTED DISCHARGE CLEANUP SUMMARY DISCHARGE DATE: 5/21/1997 CLEANUP REQUIRED: R - CLEANUP REQUIRED DISCHARGE CLEANUP STATUS: NFA - NFA COMPLETE DISCHARGE CLEANUP DATE: 2/13/2017 CLEANUP WORK STATUS: COMPLETED INFORMATION SOURCE: D - DISCHARGE NOTIFICATION OTHER SOURCE: NOT REPORTED SCORE: 26 SCORE EFFECTIVE DATE: 10/24/2008 RANK: 8060 TANK OFFICE: PCTM5 - PETROLEUM CLEANUP TEAM 5 Back to Report Summary Ge Search www.geo-search.com 888-396-0042 Order# 128121 Job#299216Pof • •ii ma item ni. Drycleaning Solvent Program Cleanup Sites (CLEANUPS) MAP ID# 16 Distance from Property: 0.49 mi. (2,587 ft.) SSE Elevation: 21 ft. (Lower than TP) FACILITY INFORMATION SITE ID: 000509501228 EPA ID: NOT REPORTED ERIC ID: ERIC 5137 FACILITY NAME: PURITAN DRY CLEANERS ADDRESS: 150 US 1 #20 TEQUESTA,FL COUNTY: PALM BEACH DISTRICT: SOUTHEAST PROGRAM: DRYCLEANING STATUS: ONHOLD MANAGER: NOT REPORTED OPERATION: DRYCLEANER CLEANUP SITE DEP Facility/Site Details and Associated Documents Back to Report Summary Ge Search www.geo-search.com 888-396-0042 Order# 128121 Job#299216 --QPof • •ii ma item ni. Registered Leaking Storage Tanks (LUAST) MAP ID# 17 Distance from Property: 0.496 mi. (2,619 ft.) N Elevation: 8 ft. (Lower than TP) FACILITY INFORMATION GEOSEARCH ID: 8731703LUAST FACILITY ID: 8731703 FACILITY NAME: JUPITER POINTE MARINA ADDRESS: 18701 SE FEDERAL HWY TEQUESTA , FL 33469-1765 MARTIN COUNTY FACILITY STATUS: OPEN FACILITY TYPE: A - RETAIL STATION FACILITY PHONE: (561)746-2600 FACILITY CLEANUP RANK: NOT REPORTED DISTRICT: SOUTHEAST DISTRICT SCORE: 27 SCORE EFFECTIVE DATE: 2/6/2009 SCORE WHEN RANKED: NOT REPORTED OPERATOR: ANNA BENNETT NAME CHANGED: 9/1/2009 ADDRESS CHANGED: NOT REPORTED Florida Oculus Some records may not have additional documentation available from the Oculus Website RESPONSIBLE PARTY NAME: JUPITER POINTE MARINA ADDRESS: 416 CLEMATIS ST WEST PALM BEACH, FL 33401 CONTACT: ROBERT MILLER OR ANNA BENNETT PHONE: (561)746-2600 CONTAMINATED MEDIA INFORMATION DISCHARGE DATE: 9/11/2007 CLEANUP REQUIRED: R -CLEANUP REQUIRED CLEANUP WORK STATUS: COMPLETED INFORMATION SOURCE: D - DISCHARGE NOTIFICATION SITE MANAGER: SUAREZ J SCORE: 27 RANK: NOT REPORTED CONTAMINATED DRINKING WELLS: NOT REPORTED CONTAMINATED MONITORING WELLS: YES CONTAMINATED SOIL: YES CONTAMINATED SURFACE WATER: NO CONTAMINATED GROUNDWATER: YES POLLUTANT: B - UNLEADED GAS OTHER DESCRIPTION: NOT REPORTED GALLONS DISCHARGED: NOT REPORTED CLEANUP STATUS: SRCR - SRCR COMPLETE CLEANUP STATUS DATE: 3/29/2010 TANK OFFICE: PCSED - SED CLEANUP & COMPLIANCE ASSURANCE PROGRAM OTHER SOURCE: NOT REPORTED SITE MANAGER END DATE: 3/29/2010 SCORE EFFECTIVE DATE: 2/6/2009 Ge Search www.geo-search.com 888-396-0042 Order# 128121 Job#299216Pof • •ii w a item ni. Registered Leaking Storage Tanks (LUAST) TASK INFORMATION SOURCE REMOVAL (SR) TASK ID: NOT REPORTED SR COMPLETION DATE: NOT REPORTED SR CLEANUP RESPONSIBLE: - SR SOIL REMOVAL: NOT REPORTED SR FREE PRODUCT REMOVAL: NOT REPORTED SR SOIL TREATMENT: NOT REPORTED SR SOIL TONNAGE REMOVED: NOT REPORTED SR SOIL TREATMENT: NOT REPORTED SR OTHER TREATMENT: NOT REPORTED SITE REHABILITATION COMPLETION (SRC) ACTION TYPE SRCR - SITE REHABILITATION COMPLETION REPORT SRC SUBMIT DATE: 01-22-2010 SRC REVIEW DATE: 01-25-2010 SRC ISSUE DATE: 03-29-2010 SRC COMPLETION STATUS: A -APPROVED SRC COMPLETION STATUS DATE: 03-29-2010 SRC COMMENTS: NOT REPORTED DISCHARGE CLEANUP SUMMARY SITE ASSESSMENT (SA) TASK ID: 83794 SA COMPLETION DATE: NOT REPORTED SA CLEANUP RESPONSIBLE: RP - RESPONSIBLE PARTY SA FUNDING ELIGIBILITY TYPE: - SA ACTUAL COST: NOT REPORTED SA PAYMENT DATE: NOT REPORTED REMEDIATION ACTION PLAN (RAP) TASK ID: NOT REPORTED RAP COMPLETION DATE: NOT REPORTED RAP CLEANUP RESPONSIBLE: - REMEDIATION ACTION (RA) TASK ID: 84544 RA CLEANUP RESPONSIBLE: RP - RESPONSIBLE PARTY DISCHARGE DATE: 9/11/2007 CLEANUP REQUIRED: R - CLEANUP REQUIRED DISCHARGE CLEANUP STATUS: SRCR - SRCR COMPLETE DISCHARGE CLEANUP DATE: 3/29/2010 CLEANUP WORK STATUS: COMPLETED INFORMATION SOURCE: D - DISCHARGE NOTIFICATION OTHER SOURCE: NOT REPORTED SCORE: 27 SCORE EFFECTIVE DATE: 2/6/2009 RANK: NOT REPORTED TANK OFFICE: PCSED - SED CLEANUP & COMPLIANCE ASSURANCE PROGRAM Back to Report Summary Ge Search www.geo-search.com 888-396-0042 Order# 128121 Job#299216Pof • •ii a item ni. Unlocated Sites Summary This list contains sites that could not be mapped due to limited or incomplete address information. No Records Found Ge Search www.geo-search.com 888-396-0042 Order# 128121 Job#299216 -vPof • •ii Age a item . Environmental Records Definitions - FEDERAL AIRSAFS Aerometric Information Retrieval System / Air Facility Subsystem VERSION DATE: 10/20/14 The United States Environmental Protection Agency (EPA) modified the Aerometric Information Retrieval System (AIRS) to a database that exclusively tracks the compliance of stationary sources of air pollution with EPA regulations: the Air Facility Subsystem (AFS). Since this change in 2001, the management of the AIRS/AFS database was assigned to EPA's Office of Enforcement and Compliance Assurance. BRS Biennial Reporting System VERSION DATE: 12/31/15 The United States Environmental Protection Agency (EPA), in cooperation with the States, biennially collects information regarding the generation, management, and final disposition of hazardous wastes regulated under the Resource Conservation and Recovery Act of 1976 (RCRA), as amended. The Biennial Report captures detailed data on the generation of hazardous waste from large quantity generators and data on waste management practices from treatment, storage and disposal facilities. Currently, the EPA states that data collected between 1991 and 1997 was originally a part of the defunct Biennial Reporting System and is now incorporated into the RCRAInfo data system. CDL Clandestine Drug Laboratory Locations VERSION DATE: 10/05/17 The U.S. Department of Justice ("the Department") provides this information as a public service. It contains addresses of some locations where law enforcement agencies reported they found chemicals or other items that indicated the presence of either clandestine drug laboratories or dumpsites. In most cases, the source of the entries is not the Department, and the Department has not verified the entry and does not guarantee its accuracy. Members of the public must verify the accuracy of all entries by, for example, contacting local law enforcement and local health departments. The Department does not establish, implement, enforce, or certify compliance with clean-up or remediation standards for contaminated sites; the public should contact a state or local health department or environmental protection agency for that information. DOCKETS EPA Docket Data VERSION DATE: 12/22/05 The United States Environmental Protection Agency Docket data lists Civil Case Defendants, filing dates as far back as 1971, laws broken including section, violations that occurred, pollutants involved, penalties assessed and superfund awards by facility and location. Please refer to ICIS database as source of current data. EC Federal Engineering Institutional Control Sites VERSION DATE: 08/03/15 This database includes site locations where Engineering and/or Institutional Controls have been identified as part GeQSearch www.geo-search.com 888-396-0042 Order# 128121 Job#299216 --QPof Age a item . Environmental Records Definitions - FEDERAL of a selected remedy for the site as defined by United States Environmental Protection Agency official remedy decision documents. A site listing does not indicate that the institutional and engineering controls are currently in place nor will be in place once the remedy is complete; it only indicates that the decision to include either of them in the remedy is documented as of the completed date of the document. Institutional controls are actions, such as legal controls, that help minimize the potential for human exposure to contamination by ensuring appropriate land or resource use. Engineering controls include caps, barriers, or other device engineering to prevent access, exposure, or continued migration of contamination. The data included in this report was extracted from the final CERCLIS dataset (CERCLIS was a Superfund data system that EPA decommissioned in 2014 following its deployment of the Superfund Enterprise Management System), which represents program progress as of the end of fiscal year 2013. ECHOR04 Enforcement and Compliance History Information VERSION DATE: 03/09/19 The U.S. Environmental Protection Agency's Enforcement and Compliance History Online (ECHO) database, provides compliance and enforcement information for facilities nationwide. This database includes facilities regulated as Clean Air Act stationary sources, Clean Water Act direct dischargers, Resource Conservation and Recovery Act hazardous waste handlers, Safe Drinking Water Act public water systems along with other data, such as Toxics Release Inventory releases. ERNSFL Emergency Response Notification System VERSION DATE: 04/07/19 This National Response Center database contains data on reported releases of oil, chemical, radiological, biological, and/or etiological discharges into the environment anywhere in the United States and its territories. The data comes from spill reports made to the U.S. Environmental Protection Agency, U.S. Coast Guard, the National Response Center and/or the U.S. Department of Transportation. FRSFL Facility Registry System VERSION DATE: 04/05/19 The United States Environmental Protection Agency's Office of Environmental Information (OEI) developed the Facility Registry System (FRS) as the centrally managed database that identifies facilities, sites or places subject to environmental regulations or of environmental interest. The Facility Registry System replaced the Facility Index System or FINDS database. HMIRSR04 Hazardous Materials Incident Reporting System VERSION DATE: 04/14/19 The HMIRS database contains unintentional hazardous materials release information reported to the U.S. Department of Transportation located in EPA Region 4. This region includes the following states: Alabama, Florida, Georgia, Kentucky, Mississippi, North Carolina, South Carolina, and Tennessee. GeQSearch www.geo-search.com 888-396-0042 Order# 128121 Job#299216 --QPof q Age a item 411. Environmental Records Definitions - FEDERAL ICIS Integrated Compliance Information System (formerly DOCKETS) VERSION DATE: 03/09/19 ICIS is a case activity tracking and management system for civil, judicial, and administrative federal Environmental Protection Agency enforcement cases. ICIS contains information on federal administrative and federal judicial cases under the following environmental statutes: the Clean Air Act, the Clean Water Act, the Resource Conservation and Recovery Act, the Emergency Planning and Community Right -to -Know Act - Section 313, the Toxic Substances Control Act, the Federal Insecticide, Fungicide, and Rodenticide Act, the Comprehensive Environmental Response, Compensation, and Liability Act, the Safe Drinking Water Act, and the Marine Protection, Research, and Sanctuaries Act. ICISNPDES Integrated Compliance Information System National Pollutant Discharge Elimination System VERSION DATE: 07/09/17 Authorized by the Clean Water Act, the National Pollutant Discharge Elimination System (NPDES) permit program controls water pollution by regulating point sources that discharge pollutants into waters of the United States. This database is provided by the U.S. Environmental Protection Agency. LUCIS Land Use Control Information System VERSION DATE: 09/01/06 The LUCIS database is maintained by the U.S. Department of the Navy and contains information for former Base Realignment and Closure (BRAC) properties across the United States. MLTS Material Licensing Tracking System VERSION DATE: 06/29/17 MLTS is a list of approximately 8,100 sites which have or use radioactive materials subject to the United States Nuclear Regulatory Commission (NRC) licensing requirements. Disclaimer: Due to agency regulations and policies, this database contains applicant/licensee location information which may or may not be related to the physical location per MLTS site. NPDESR04 National Pollutant Discharge Elimination System VERSION DATE: 04/01/07 Authorized by the Clean Water Act, the National Pollutant Discharge Elimination System (NPDES) permit program controls water pollution by regulating point sources that discharge pollutants into waters of the United States. The NPDES database was collected from the U.S. Environmental Protection Agency (EPA) from December 2002 through April 2007. Refer to the PCS and/or ICIS-NPDES database as source of current data. This database includes permitted facilities located in EPA Region 4. This region includes the following states: Alabama, Florida, Georgia, Kentucky, Mississippi, North Carolina, South Carolina, and Tennessee. GeQSearch www.,geo-search.com 888-396-0042 11 Order# 128121 Job#299216 --0Pof Age a item 411. Environmental Records Definitions - FEDERAL PADS PCB Activity Database System VERSION DATE: 09/14/18 PADS Identifies generators, transporters, commercial storers and/or brokers and disposers of PCB's who are required to notify the U.S. Environmental Protection Agency of such activities. PCSR04 Permit Compliance System VERSION DATE: 08/01/12 The Permit Compliance System is used in tracking enforcement status and permit compliance of facilities controlled by the National Pollutant Discharge Elimination System (NPDES) under the Clean Water Act and is maintained by the United States Environmental Protection Agency's Office of Compliance. PCS is designed to support the NPDES program at the state, regional, and national levels. This database includes permitted facilities located in EPA Region 4. This region includes the following states: Alabama, Florida, Georgia, Kentucky, Mississippi, North Carolina, South Carolina, and Tennessee. PCS has been modernized, and no longer exists. National Pollutant Discharge Elimination System (ICIS-NPDES) data can now be found in Integrated Compliance Information System (ICIS). RCRASC RCRA Sites with Controls VERSION DATE: 04/24/19 The Resource Conservation and Recovery Act (RCRA) gives the U.S. Environmental Protection Agency (EPA) the authority to control hazardous waste from the "cradle -to -grave." This includes the generation, transportation, treatment, storage, and disposal of hazardous waste. RCRA also set forth a framework for the management of non -hazardous solid wastes. The 1986 amendments to RCRA enabled EPA to address environmental problems that could result from underground tanks storing petroleum and other hazardous substances. This listing refers to facilities with institutional controls in place. SEMSLIENS SEMS Lien on Property VERSION DATE: 08/13/18 The U.S. Environmental Protection Agency's (EPA) Office of Solid Waste and Emergency Response, Office of Superfund Remediation and Technology Innovation (OSRTI), has implemented The Superfund Enterprise Management System (SEMS), formerly known as CERCLIS (Comprehensive Environmental Response, Compensation and Liability Information System) to track and report on clean-up and enforcement activities taking place at Superfund sites. SEMS represents a joint development and ongoing collaboration between Superfund's Remedial, Removal, Federal Facilities, Enforcement and Emergency Response programs. This is a listing of SEMS sites with a lien on the property. SFLIENS CERCLIS Liens VERSION DATE: 06/08/12 GeQSearch www.geo-search.com 888-396-0042 Order# 128121 Job#299216Pof Age icia item . Environmental Records Definitions - FEDERAL A Federal CERCLA ("Superfund") lien can exist by operation of law at any site or property at which United States Environmental Protection Agency has spent Superfund monies. These monies are spent to investigate and address releases and threatened releases of contamination. CERCLIS provides information as to the identity of these sites and properties. This database contains those CERCLIS sites where the Lien on Property action is complete. Please refer to the SEMSLIENS database as source of current data. SSTS Section Seven Tracking System VERSION DATE: 02/01/17 The United States Environmental Protection Agency tracks information on pesticide establishments through the Section Seven Tracking System (SSTS). SSTS records the registration of new establishments and records pesticide production at each establishment. The Federal Insecticide, Fungicide and Rodenticide Act (FIFRA) requires that production of pesticides or devices be conducted in a registered pesticide -producing or device - producing establishment. ("Production" includes formulation, packaging, repackaging, and relabeling.) TRI Toxics Release Inventory VERSION DATE: 12/31/16 The Toxics Release Inventory, provided by the United States Environmental Protection Agency, includes data on toxic chemical releases and waste management activities from certain industries as well as federal and tribal facilities. This inventory contains information about the types and amounts of toxic chemicals that are released each year to the air, water, and land as well as information on the quantities of toxic chemicals sent to other facilities for further waste management. TSCA Toxic Substance Control Act Inventory VERSION DATE: 12/31/12 The Toxic Substances Control Act (TSCA) was enacted in 1976 to ensure that chemicals manufactured, imported, processed, or distributed in commerce, or used or disposed of in the United States do not pose any unreasonable risks to human health or the environment. TSCA section 8(b) provides the United States Environmental Protection Agency authority to "compile, keep current, and publish a list of each chemical substance that is manufactured or processed in the United States." This TSCA Chemical Substance Inventory contains non -confidential information on the production amount of toxic chemicals from each manufacturer and importer site. RCRAGR04 Resource Conservation & Recovery Act - Generator VERSION DATE: 04/01/19 The Resource Conservation and Recovery Act (RCRA) gives the U.S. Environmental Protection Agency (EPA) the authority to control hazardous waste from the "cradle -to -grave." This includes the generation, transportation, treatment, storage, and disposal of hazardous waste. RCRA also set forth a framework for the management of non -hazardous solid wastes. The 1986 amendments to RCRA enabled EPA to address environmental problems that could result from underground tanks storing petroleum and other hazardous substances. This listing refers GeQSearch www.geo-search.com 888-396-0042 Order# 128121 Job#299216Pof Age icia item . Environmental Records Definitions - FEDERAL to facilities currently generating hazardous waste. EPA Region 4 includes the following states: Alabama, Florida, Georgia, Kentucky, Mississippi, North Carolina, South Carolina, and Tennessee. RCRANGR04 Resource Conservation & Recovery Act - Non -Generator VERSION DATE: 04/01/19 The Resource Conservation and Recovery Act (RCRA) gives the U.S. Environmental Protection Agency (EPA) the authority to control hazardous waste from the "cradle -to -grave." This includes the generation, transportation, treatment, storage, and disposal of hazardous waste. RCRA also set forth a framework for the management of non -hazardous solid wastes. The 1986 amendments to RCRA enabled EPA to address environmental problems that could result from underground tanks storing petroleum and other hazardous substances. This listing refers to facilities classified as non -generators. Non -Generators do not presently generate hazardous waste. EPA Region 4 includes the following states: Alabama, Florida, Georgia, Kentucky, Mississippi, North Carolina, South Carolina, and Tennessee. ALTFUELS Alternative Fueling Stations VERSION DATE: 03/01/19 Nationwide list of alternative fueling stations made available by the U.S. Department of Energy's Office of Energy Efficiency & Renewable Energy. Includes Bio-diesel stations, Ethanol (E85) stations, Liquefied Petroleum Gas (Propane) stations, Ethanol (E85) stations, Natural Gas stations, Hydrogen stations, and Electric Vehicle Supply Equipment (EVSE). FEMAUST FEMA Owned Storage Tanks VERSION DATE: 12/01/16 This is a listing of FEMA owned underground and aboveground storage tank sites. For security reasons, address information is not released to the public according to the U.S. Department of Homeland Security. HISTPST Historical Gas Stations VERSION DATE: NR This historic directory of service stations is provided by the Cities Service Company. The directory includes Cities Service filling stations that were located throughout the United States in 1930. ICISCLEANERS Integrated Compliance Information System Drycleaners VERSION DATE: 03/09/19 This is a listing of drycleaner facilities from the Integrated Compliance Information System (ICIS). The U.S. Environmental Protection Agency (EPA) tracks facilities that possess NAIC and SIC codes that classify businesses as drycleaner establishments. GeQSearch www.geo-search.com 888-396-0042 Order# 128121 Job#299216Pof Age icia item 411. Environmental Records Definitions - FEDERAL MRDS Mineral Resource Data System VERSION DATE: 03/15/16 MRDS (Mineral Resource Data System) is a collection of reports describing metallic and nonmetallic mineral resources throughout the world. Included are deposit name, location, commodity, deposit description, geologic characteristics, production, reserves, resources, and references. This database contains the records previously provided in the Mineral Resource Data System (MRDS) of USGS and the Mineral Availability System/Mineral Industry Locator System (MAS/MILS) originated in the U.S. Bureau of Mines, which is now part of USGS. MSHA Mine Safety and Health Administration Master Index File VERSION DATE: 03/15/19 The Mine dataset lists all Coal and Metal/Non-Metal mines under MSHA's jurisdiction since 1/1/1970. It includes such information as the current status of each mine (Active, Abandoned, NonProducing, etc.), the current owner and operating company, commodity codes and physical attributes of the mine. Mine ID is the unique key for this data. This information is provided by the United States Department of Labor - Mine Safety and Health Administration (MSHA). BF Brownfields Management System VERSION DATE: 03/31/19 Brownfields are real property, the expansion, redevelopment, or reuse of which may be complicated by the presence or potential presence of a hazardous substance, pollutant, or contaminant. Cleaning up and reinvesting in these properties takes development pressures off of undeveloped, open land, and both improves and protects the environment. The United States Environmental Protection Agency maintains this database to track activities in the various brown field grant programs including grantee assessment, site cleanup and site redevelopment. This database included tribal brownfield sites. DNPL Delisted National Priorities List VERSION DATE: 04/09/19 This database includes sites from the United States Environmental Protection Agency's Final National Priorities List (NPL) where remedies have proven to be satisfactory or sites where the original analyses were inaccurate, and the site is no longer appropriate for inclusion on the NPL, and final publication in the Federal Register has occurred. NLRRCRAT No Longer Regulated RCRA Non-CORRACTS TSD Facilities VERSION DATE: 04/01/19 This database includes RCRA Non -Corrective Action TSD facilities that are no longer regulated by the United States Environmental Protection Agency or do not meet other RCRA reporting requirements. This listing includes facilities that formerly treated, stored or disposed of hazardous waste. GeQSearch www.geo-search.com 888-396-0042 Order# 128121 Job#299216 --QPof Age a item 411. Environmental Records Definitions - FEDERAL ODI Open Dump Inventory VERSION DATE: 06/01/85 The open dump inventory was published by the United States Environmental Protection Agency. An "open dump" is defined as a facility or site where solid waste is disposed of which is not a sanitary landfill which meets the criteria promulgated under section 4004 of the Solid Waste Disposal Act (42 U.S.C. 6944) and which is not a facility for disposal of hazardous waste. This inventory has not been updated since June 1985. RCRAT Resource Conservation & Recovery Act - Non-CORRACTS Treatment, Storage & Disposal Facilities VERSION DATE: 04/01/19 The Resource Conservation and Recovery Act (RCRA) gives the U.S. Environmental Protection Agency (EPA) the authority to control hazardous waste from the "cradle -to -grave." This includes the generation, transportation, treatment, storage, and disposal of hazardous waste. RCRA also set forth a framework for the management of non -hazardous solid wastes. The 1986 amendments to RCRA enabled EPA to address environmental problems that could result from underground tanks storing petroleum and other hazardous substances. This listing refers to facilities recognized as hazardous waste treatment, storage, and disposal sites (TSD). SEMS Superfund Enterprise Management System VERSION DATE: 03/11/19 The U.S. Environmental Protection Agency's (EPA) Office of Solid Waste and Emergency Response, Office of Superfund Remediation and Technology Innovation (OSRTI), has implemented The Superfund Enterprise Management System (SEMS), formerly known as CERCLIS (Comprehensive Environmental Response, Compensation and Liability Information System) to track and report on clean-up and enforcement activities taking place at Superfund sites. SEMS represents a joint development and ongoing collaboration between Superfund's Remedial, Removal, Federal Facilities, Enforcement and Emergency Response programs. SEMSARCH Superfund Enterprise Management System Archived Site Inventory VERSION DATE: 03/11/19 The U.S. Environmental Protection Agency's (EPA) Superfund Enterprise Management System Archived Site Inventory (List 8R Archived) replaced the CERCLIS NFRAP reporting system in 2015. This listing reflects sites at which the EPA has determined that assessment has been completed and no further remedial action is planned under the Superfund program. SMCRA Surface Mining Control and Reclamation Act Sites VERSION DATE: 03/19/19 An inventory of land and water impacted by past mining (primarily coal mining) is maintained by the Office of Surface Mining Reclamation and Enforcement (OSMRE) to provide information needed to implement the Surface Mining Control and Reclamation Act of 1977 (SMCRA). The inventory contains information on the location, type, GeQSearch www.geo-search.com 888-396-0042 Order# 128121 Job#299216Pof Age a item . Environmental Records Definitions - FEDERAL and extent of AML impacts, as well as, information on the cost associated with the reclamation of those problems. The inventory is based upon field surveys by State, Tribal, and OSMRE program officials. It is dynamic to the extent that it is modified as new problems are identified and existing problems are reclaimed. USUMTRCA Uranium Mill Tailings Radiation Control Act Sites VERSION DATE: 03/04/17 The Legacy Management Office of the Department of Energy (DOE) manages radioactive and chemical waste, environmental contamination, and hazardous material at over 100 sites across the U.S. The L.M. Office manages this database of sites registered under the Uranium Mill Tailings Control Act (UMTRCA). DOD Department of Defense Sites VERSION DATE: 12/01/14 This information originates from the National Atlas of the United States Federal Lands data, which includes lands owned or administered by the Federal government. Army DOD, Army Corps of Engineers DOD, Air Force DOD, Navy DOD and Marine DOD areas of 640 acres or more are included. FUDS Formerly Used Defense Sites VERSION DATE: 06/01/15 The Formerly Used Defense Sites (FUDS) inventory includes properties previously owned by or leased to the United States and under Secretary of Defense Jurisdiction, as well as Munitions Response Areas (MRAs). The remediation of these properties is the responsibility of the Department of Defense. This data is provided by the U.S. Army Corps of Engineers (USACE), the boundaries/polygon data are based on preliminary findings and not all properties currently have polygon data available. DISCLAIMER: This data represents the results of data collection/processing for a specific USACE activity and is in no way to be considered comprehensive or to be used in any legal or official capacity as presented on this site. While the USACE has made a reasonable effort to insure the accuracy of the maps and associated data, it should be explicitly noted that USACE makes no warranty, representation or guaranty, either expressed or implied, as to the content, sequence, accuracy, timeliness or completeness of any of the data provided herein. For additional information on Formerly Used Defense Sites please contact the USACE Public Affairs Office at (202) 528-4285. FUSRAP Formerly Utilized Sites Remedial Action Program VERSION DATE: 03/04/17 The U.S. Department of Energy (DOE) established the Formerly Utilized Sites Remedial Action Program (FUSRAP) in 1974 to remediate sites where radioactive contamination remained from the Manhattan Project and early U.S. Atomic Energy Commission (AEC) operations. The DOE Office of Legacy Management (LM) established long-term surveillance and maintenance (LTS&M) requirements for remediated FUSRAP sites. DOE evaluates the final site conditions of a remediated site on the basis of risk for different future uses. DOE then confirms that LTS&M requirements will maintain protectiveness. GeQSearch www.,geo-search.com 888-396-0042 Order# 128121 Job#299216 --IfiPof Age icia item . Environmental Records Definitions - FEDERAL NLRRCRAC No Longer Regulated RCRA Corrective Action Facilities VERSION DATE: 04/01/19 This database includes RCRA Corrective Action facilities that are no longer regulated by the United States Environmental Protection Agency or do not meet other RCRA reporting requirements. NMS Former Military Nike Missile Sites VERSION DATE: 12/01/84 This information was taken from report DRXTH-AS-IA-83A016 (Historical Overview of the Nike Missile System, 12/1984) which was performed by Environmental Science and Engineering, Inc. for the U.S. Army Toxic and Hazardous Materials Agency Assessment Division. The Nike system was deployed between 1954 and the mid- 1970's. Among the substances used or stored on Nike sites were liquid missile fuel (JP-4); starter fluids (UDKH, aniline, and furfuryl alcohol); oxidizer (IRFNA); hydrocarbons (motor oil, hydraulic fluid, diesel fuel, gasoline, heating oil); solvents (carbon tetrachloride, trichloroethylene, trichloroethane, stoddard solvent); and battery electrolyte. The quantities of material a disposed of and procedures for disposal are not documented in published reports. Virtually all information concerning the potential for contamination at Nike sites is confined to personnel who were assigned to Nike sites. During deactivation most hardware was shipped to depot -level supply points. There were reportedly instances where excess materials were disposed of on or near the site itself at closure. There was reportedly no routine site decontamination. NPL National Priorities List VERSION DATE: 04/09/19 This database includes United States Environmental Protection Agency (EPA) National Priorities List sites that fall under the EPA's Superfund program, established to fund the cleanup of the most serious uncontrolled or abandoned hazardous waste sites identified for possible long-term remedial action. PNPL Proposed National Priorities List VERSION DATE: 04/09/19 This database contains sites proposed to be included on the National Priorities List (NPL) in the Federal Register. The United States Environmental Protection Agency investigates these sites to determine if they may present long-term threats to public health or the environment. RCRAC Resource Conservation & Recovery Act - Corrective Action Facilities VERSION DATE: 04/01/19 The Resource Conservation and Recovery Act (RCRA) gives the U.S. Environmental Protection Agency (EPA) the authority to control hazardous waste from the "cradle -to -grave." This includes the generation, transportation, treatment, storage, and disposal of hazardous waste. RCRA also set forth a framework for the management of non -hazardous solid wastes. The 1986 amendments to RCRA enabled EPA to address environmental problems GeQSearch www.,geo-search.com 888-396-0042 11 Order# 128121 Job#299216 agPof14V � Age icia item . Environmental Records Definitions - FEDERAL that could result from underground tanks storing petroleum and other hazardous substances. This listing refers to facilities with corrective action activity. RCRASUBC Resource Conservation & Recovery Act - Subject to Corrective Action Facilities VERSION DATE: 04/01/19 The Resource Conservation and Recovery Act (RCRA) gives the U.S. Environmental Protection Agency (EPA) the authority to control hazardous waste from the "cradle -to -grave." This includes the generation, transportation, treatment, storage, and disposal of hazardous waste. RCRA also set forth a framework for the management of non -hazardous solid wastes. The 1986 amendments to RCRA enabled EPA to address environmental problems that could result from underground tanks storing petroleum and other hazardous substances. This listing refers to facilities subject to corrective actions. RODS Record of Decision System VERSION DATE: 02/06/19 These decision documents maintained by the United States Environmental Protection Agency describe the chosen remedy for NPL (Superfund) site remediation. They also include site history, site description, site characteristics, community participation, enforcement activities, past and present activities, contaminated media, the contaminants present, and scope and role of response action. GeQSearch www.geo-search.com 888-396-0042 Order# 128121 Job#299216Pof Age a item Environmental Records Definitions - STATE (FL) DEPCLEANUP Florida Department of Environmental Protection Cleanup Sites VERSION DATE: 05/07/19 The Cleanup Sites layer feeds the FDEP's Contamination Locator Map (CLM). It provides locations and document links for sites currently in the cleanup process and sites awaiting cleanup funding. Cleanup programs include: Brownfields, Petroleum, EPA Superfund (CERCLA), Drycleaning, Responsible Party Cleanup, State Funded Cleanup, State Owned Lands Cleanup and Hazardous Waste Cleanup. GWCA Ground Water Contamination Areas VERSION DATE: 10/15/10 This Ground Water Contamination Areas database is provided by the Florida Department of Environmental Protection, showing the boundaries of delineated areas of known groundwater contamination pursuant to Chapter 62-524, F.A.C., New Potable Water Well Permitting In Delineated Areas. 38 Florida counties have been delineated primarily for the agricultural pesticide ethylene dibromide (EDB), and to a much lesser extent, volatile organic and petroleum contaminants. This data is intended to be used by regulatory agencies issuing potable water well construction permits in areas of ground water contamination to protect public health and the ground water resource. This dataset only indicates the presence or absence of specific groundwater contaminants and does not represent all known sources of groundwater contamination in the state of Florida. ICEC Engineering and Institutional Control Sites VERSION DATE: 09/06/18 The Florida Department of Environmental Protection (FDEP) Division of Waste Management maintains this list of sites with institutional and engineering controls listed in the Institutional Controls Registry (ICR). The information in the ICR summarizes certain data about properties where institutional and engineering controls are used to control exposure and is, therefore, an incomplete analysis of the conditions on these properties. The ICR is periodically updated without notice. Additionally, due to data entry limitations, potential unauthorized access to the data or transmission errors, the ICR may contain errors and should not be exclusively relied upon. The department recommends that you contact the appropriate district or Tallahassee program office for more complete information regarding a property and the institutional control(s) that may be in place. SPILLS Spills Listing VERSION DATE: 06/01/17 This listing of hazardous material spills is provided by the Florida Department of Environmental Protection's Law Enforcement Division. Spills reported since 2008 are included in this listing. UIC Underground Injection Control Wells VERSION DATE: 02/06/19 This Class I Underground Injection Control (UIC) wells database is provided by the in Florida Department of GeQSearch www.geo-search.com 888-396-0042 Order# 128121 Job#299216 --6Pof q Age icia item Environmental Records Definitions - STATE (FL) Environmental Protection. These wells are currently or previously active. Class I UIC wells are used to inject nonhazardous waste, hazardous waste (new hazardous waste wells were banned in 1983), or municipal waste below the lowermost underground source of drinking water (USDW). A USDW is defined as an aquifer that contains a total dissolved solids concentration of less than 10,000 milligrams per liter. CDV Cattle Dip Vats VERSION DATE: NR This list of located Cattle Dipping Vats is provided by the Florida Department of Environmental Protection (FDEP), Bureau of Waste Cleanup. According to the FDEP, from the 1910's through the 1950's, these vats were filled with an arsenic solution for the control and eradication of the cattle fever tick. Other pesticides such as DDT where also widely used. By State law, all cattle, horses, mules, goats, and other susceptible animals were required to be dipped every 14 days. Under certain circumstances, the arsenic and other pesticides remaining at the site may present an environmental or public health hazard. Some of the sites have been located and are currently under investigation. However, most of the listings are from old records of the State Livestock Board, which listed each vat as it was put into operation. In addition, some privately operated vats may have existed which were not listed by the Livestock Board. Some county boundaries may have changed since the vats were first listed. NPDES National Pollutant Discharge Elimination System Facilities VERSION DATE: 03/01/19 This National Pollutant Discharge Elimination System database is provided by the Florida Department of Environmental Protection and includes permitted Domestic, Industrial and Stormwater Facilities. Authorized by the Clean Water Act, the National Pollutant Discharge Elimination System (NPDES) permit program controls water pollution by regulating point sources that discharge pollutants into waters of the United States. Individual homes that are connected to a municipal system, use a septic system, or do not have a surface discharge do not need an NPDES permit; however, industrial, municipal, and other facilities must obtain permits if their discharges go directly to surface waters. AST Aboveground Storage Tanks VERSION DATE: 05/29/19 The Storage Tank Regulation Section is part of the Bureau of Petroleum Storage Systems in the Florida Department of Environmental Protection's (FDEP) Division of Waste Management. This Section maintains all data for storage tank facilities registered with the Department and tracked for storage tanks, storage tank history, or petroleum cleanup activity. This listing only includes aboveground storage tank data. CLEANERS Dry Cleaners VERSION DATE: 05/20/19 The Florida Department of Environmental Protection (FDEP) maintains this database of dry cleaning facilities registered with the department. GeQSearch www.,geo-search.com 888-396-0042 Order# 128121 Job#299216 Pof VZ Age a item Environmental Records Definitions - STATE (FL) HISTCLEANERS Historical Dry Cleaners VERSION DATE: 08/02/13 The Florida Department of Environmental Protection (FDEP) provided this historical database of regulated and non -regulated dry cleaning facilities. These facilities were at one time tracked and registered by the FDEP OCULUS Electronic Document Management System as "drums" in the underground storage tank database. Please refer to the CLEANERS database as source of current data. UST Underground Storage Tanks VERSION DATE: 05/29/19 The Storage Tank Regulation Section is part of the Bureau of Petroleum Storage Systems in the Florida Department of Environmental Protection's (FDEP) Division of Waste Management. This Section maintains all data for storage tank facilities registered with the Department and tracked for storage tanks, storage tank history, or petroleum cleanup activity. This listing only includes underground storage tank data. BF Brownfield Areas VERSION DATE: 05/05/19 Brownfields are defined by the Florida Department of Environmental Protection (FDEP) as abandoned, idled, or underused industrial and commercial facilities where expansion or redevelopment is complicated by real or perceived environmental contamination. The primary goals of Florida's Brownfields Redevelopment Act (Ch. 97- 277, Laws of Florida, codified at ss. 376.77-.85, F.S.) are to reduce health and environmental hazards on existing commercial and industrial sites that are abandoned or underused due to these hazards and create financial and regulatory incentives to encourage redevelopment and voluntary cleanup of contaminated properties. A "brownfield area" means a contiguous area of one or more brownfield sites, some of which may not be contaminated, that has been designated as such by a local government resolution. This data is intended to be used for general locational representation and should not be considered appropriate for legal and/or cadastral purposes. BSRA Brownfields Site Rehabilitation Agreement Sites VERSION DATE: 04/16/19 Brownfields are defined by the Florida Department of Environmental Protection (FDEP) as abandoned, idled, or underused industrial and commercial facilities where expansion or redevelopment is complicated by real or perceived environmental contamination. The primary goals of Florida's Brownfields Redevelopment Act (Ch. 97- 277, Laws of Florida, codified at ss. 376.77-.85, F.S.) are to reduce health and environmental hazards on existing commercial and industrial sites that are abandoned or underused due to these hazards and create financial and regulatory incentives to encourage voluntary cleanup and redevelopment of sites. After a local municipality in Florida designates an area as a brownfield to encourage redevelopment and focus upon revitalization, a resolution is passed and property owners within that designated area optionally may remediate or redevelop their property. Executed Brownfield Site Rehabilitation Agreements (BSRAs) are voluntary cleanup GeQSearch www.geo-search.com 888-396-0042 Order# 128121 Job# 299216 P as Age a item Environmental Records Definitions - STATE (FL) agreements between a responsible party and FDEP or a delegated local pollution control program. This data is intended to be used for general locational representation and should not be considered appropriate for legal and/or cadastral purposes. CLEANUPS Drycleaning Solvent Program Cleanup Sites VERSION DATE: 05/12/19 The Florida Department of Environmental Protection (FDEP) provides this list of Drycleaning Solvent Program Cleanup Sites. These sites are eligible for state funding to cleanup contamination resulting from drycleaning facility operations or a wholesale supply company (Chapter 376, Florida Statutes). Drycleaners applied to participate in this program from 1995 to December 31, 1998. All sites have confirmed contamination above Contamination Target Levels and have complied with conditions set in the law. This data is intended to be used for general locational representation and should not be considered appropriate for legal and/or cadastral purposes. LUAST Registered Leaking Storage Tanks VERSION DATE: 05/29/19 The Petroleum Cleanup Program of the Florida Department of Environmental Protection encompasses the technical oversight, management, and administrative activities necessary to prioritize, assess, and cleanup sites contaminated by discharges of petroleum and petroleum products from stationary petroleum storage systems. These sites include those determined eligible for state funded cleanup using preapproval contractors designated by the property owner or responsible party and state lead contractors under direct contract with the Department, as well as non -program or voluntary cleanup sites that are funded by responsible parties. SWF Solid Waste Facilities VERSION DATE: 05/31/19 The Solid Waste Section of the Florida Department of Environmental Protection is responsible for rule development, solid waste policy, financial assurance compliance, and implementing Florida's solid waste management program. Technical assistance is provided to the district offices concerning the permitting, compliance, and enforcement activities associated with solid waste facilities. These facilities can include landfills, material recovery facilities, transfer stations, composting/processing facilities, and waste tire management sites. VCS Voluntary Cleanup Sites VERSION DATE: 04/12/19 The Florida Department of Environmental Protection's Waste Cleanup Program provides this list of voluntary cleanup sites. These sites are subject to the FDEP 62-780 Contaminated Site Cleanup Criteria regulations and may be included on this listing if a party wants to conduct voluntary cleanup for a site that is not already under enforcement; or if a property owner did not cause the contamination, but by ownership is still responsible for the contamination and/or enters the process voluntarily. GeQSearch www.geo-search.com 888-396-0042 Order# 128121 Job#299216Pof Age a item 411. Environmental Records Definitions - STATE (FL) SHWS State Hazardous Waste Sites VERSION DATE: 03/13/19 The Florida Department of Environmental Protection (FDEP), Division of Waste Management, Bureau of Waste Cleanup provides this listing of National Priorities List and State Funded Waste Cleanup Sites. The State - Funded cleanup program is designed to address sites where there are no viable responsible parties; the site poses an imminent hazard; and, the site does not qualify for Superfund or is a low priority for EPA. Remediation efforts are triggered when a FDEP District Office requests adoption of a site for state -funded cleanup. Funding for these remedial efforts comes from the Water Quality Assurance Trust Fund. Remedial activity may include contamination assessments, risk assessments, feasibility studies, design and construction of treatment systems, operation and maintenance of the installed treatment systems, and removal of contaminated media when necessary. GeQSearch www.geo-search.com 888-396-0042 Order# 128121 Job#299216Pof Age icia item . Environmental Records Definitions - TRIBAL USTR04 Underground Storage Tanks On Tribal Lands VERSION DATE: 09/24/18 This database, provided by the United States Environmental Protection Agency (EPA), contains underground storage tanks on Tribal lands located in EPA Region 4. Region 4 include the following states: Alabama, Florida, Georgia, Kentucky, Mississippi, North Carolina, South Carolina, and Tennessee. LUSTR04 Leaking Underground Storage Tanks On Tribal Lands VERSION DATE: 09/24/18 This database, provided by the United States Environmental Protection Agency (EPA), contains leaking underground storage tanks on Tribal lands located in EPA Region 4. Region 4 include the following states: Alabama, Florida, Georgia, Kentucky, Mississippi, North Carolina, South Carolina, and Tennessee. ODINDIAN Open Dump Inventory on Tribal Lands VERSION DATE: 11/08/06 This Indian Health Service database contains information about facilities and sites on tribal lands where solid waste is disposed of, which are not sanitary landfills or hazardous waste disposal facilities, and which meet the criteria promulgated under section 4004 of the Solid Waste Disposal Act (42 U.S.C. 6944). INDIANRES Indian Reservations VERSION DATE: 01/01/00 The Department of Interior and Bureau of Indian Affairs maintains this database that includes American Indian Reservations, off -reservation trust lands, public domain allotments, Alaska Native Regional Corporations and Recognized State Reservations. GeQSearch www.geo-search.com 888-396-0042 Order# 128121 Job#299216 --QPof Agenda Item #11. GeQSearch On time. On target. In touch"' Radius Report GeoLens by GeoSearch Target Property: 734 US Highway 1 Tequesta, Florida 33469 734 US-1 Tequesta, Palm Beach County, Florida 33469 Prepared For: Air, Water & Soil Engineering, Inc. Order #. 128121 Job A 299216 Date: 0611412019 GeQSearch www.,geo-search.com 888-396-0042 Order# 128121 Job#299216 age Agenda Item #11. Table of Contents Target Property Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 Database Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 Database Radius Summary . . . . . . . . . . . . . . . . . . . . . . . . . . 6 Radius Map . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10 Ortho Map . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12 Topographic Map . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13 Located Sites Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . 13 Elevation Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 17 Unlocated Sites Summary . . . . . . . . . . . . . . . . . . . . . . . . . . 66 Environmental Records Definitions . . . . . . . . . . . . . . . . . . . . . . 68 Unlocatable Report . . . . . . . . . . . . . . . . . . . . . . . See Attachment Zip Report . . . . . . . . . . . . . . . . . . . . . . . . . . . See Attachment Ge Search www.geo-search.com 888-396-0042 )rder# 128121 Job#299216 Page • •ii Agenda Item #11. Disclaimer This report was designed by GeoSearch to meet or exceed the records search requirements of the All Appropriate Inquiries Rule (40 CFR T,�%312.26) and the current version of the AS TM International E1527, Standard Practice for Environmental Site Assessments: Phase/ Environmental Site Assessment Process or, if applicable, the custom requirements requested by the entity that ordered this report. The records and databases of records used to compile this report were collected from various federal,state and local governmental entities. It is the goal of GeoSearch to meet or exceed the 40 CFR T,�%312.26 and E1527 requirements for updating records by using the best available technology. GeoSearch contacts the appropriate governmental entities on a recurring basis. Depending on the frequency with which a record source or database of records is updated by the governmental entity, the data used to prepare this report may be updated monthly, quarterly, semi-annually, or annually. The information provided in this report was obtained from a variety of public sources. GeoSearch cannot ensure and makes no warranty or representation as to the accuracy, reliability, quality, errors occurring from data conversion or the customer's interpretation of this report. This report was made by GeoSearch for exclusive use by its clients only. Therefore, this report may not contain sufficient information for other purposes or parties. GeoSearch and its partners, employees, officers And independent contractors cannot be held liable For actual, incidental, consequential, special or exemplary damages suffered by a customer resulting directly or indirectly from any information provided by GeoSearch. GeQSearch www.geo-search.com 888-396-0042 Order# 128121 Job#299216 Page 5M a item ni. Target Property Summary Target Property Information 734 US Highway 1 Tequesta, Florida 33469 734 US-1 Tequesta, Florida 33469 Coordinates Area centroid (-80.087997, 26.9686276) 25 feet above sea level USGS Quadrangle Jupiter, FL Geographic Coverage Information County/Parish: Palm Beach (FL) , Martin (FL) ZipCode(s): Hobe Sound FL: 33455 Jupiter FL: 33469 Ge Search www.geo-search.com 888-396-0042 Order# 128121 Job#299216 aggf • •ii a item ni. Database Summary FEDERAL LISTING Standard Environmental Records Database Acronym Locatable Unlocatable Search Radius (miles) EMERGENCY RESPONSE NOTIFICATION SYSTEM ERNSFL 0 0 TP/AP FEDERAL ENGINEERING INSTITUTIONAL CONTROL SITES EC 0 0 TP/AP LAND USE CONTROL INFORMATION SYSTEM LUCIS 0 0 TP/AP RCRA SITES WITH CONTROLS RCRASC 0 0 TP/AP RESOURCE CONSERVATION & RECOVERYACT - GENERATOR RCRAGR04 1 0 0.1250 RESOURCE CONSERVATION & RECOVERYACT - NON- RCRANGR04 2 0 0.1250 GENERATOR BROWNFIELDS MANAGEMENT SYSTEM BF 0 0 0.5000 DELISTED NATIONAL PRIORITIES LIST DNPL 0 0 0.5000 NO LONGER REGULATED RCRA NON-CORRACTS TSD FACILITIES NLRRCRAT 0 0 0.5000 RESOURCE CONSERVATION & RECOVERYACT - NON-CORRACTS RCRAT 0 0 0.5000 TREATMENT, STORAGE & DISPOSAL FACILITIES SUPERFUND ENTERPRISE MANAGEMENT SYSTEM SEMS 0 0 0.5000 SUPERFUND ENTERPRISE MANAGEMENT SYSTEM ARCHIVED SEMSARCH 0 0 0.5000 SITE INVENTORY NATIONAL PRIORITIES LIST NPL 0 0 1.0000 NO LONGER REGULATED RCRA CORRECTIVE ACTION FACILITIES NLRRCRAC 0 0 1.0000 PROPOSED NATIONAL PRIORITIES LIST PNPL 0 0 1.0000 RESOURCE CONSERVATION & RECOVERYACT - CORRECTIVE RCRAC 0 0 1.0000 ACTION FACILITIES RESOURCE CONSERVATION & RECOVERYACT - SUBJECT TO RCRASUBC 0 0 1.0000 CORRECTIVE ACTION FACILITIES SUB -TOTAL 1 1 3 1 0 Additional Environmental Records Database Acronym Locatable Unlocatable Search Radius (miles) AEROMETRIC INFORMATION RETRIEVAL SYSTEM/AIR FACILITY AIRSAFS 0 0 TP/AP SUBSYSTEM BIENNIAL REPORTING SYSTEM BRS 0 0 TP/AP CERCLIS LIENS SFLIENS 0 0 TP/AP CLANDESTINE DRUG LABORATORY LOCATIONS CDL 0 0 TP/AP EPA DOCKET DATA DOCKETS 0 0 TP/AP ENFORCEMENT AND COMPLIANCE HISTORY INFORMATION ECHOR04 3 0 TP/AP FACILITY REGISTRY SYSTEM FRSFL 3 0 TP/AP Ge Search www.geo-search.com 888-396-0042 Order# 128121 Job#299216 Fagqf4 • •ii a item ni. Database Summary Database Acronym Locatable Unlocatable Search Radius (miles) HAZARDOUS MATERIALS INCIDENT REPORTING SYSTEM HMIRSR04 0 0 TP/AP INTEGRATED COMPLIANCE INFORMATION SYSTEM (FORMERLY /CIS 0 0 TP/AP DOCKETS) INTEGRATED COMPLIANCE INFORMATION SYSTEM NATIONAL ICISNPDES 2 0 TP/AP POLLUTANT DISCHARGE ELIMINATION SYSTEM MATERIAL LICENSING TRACKING SYSTEM MLTS 0 0 TP/AP NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM NPDESR04 1 0 TP/AP PCB ACTIVITY DATABASE SYSTEM PADS 0 0 TP/AP PERMIT COMPLIANCE SYSTEM PCSR04 1 0 TP/AP SEMS LIEN ON PROPERTY SEMSLIENS 0 0 TP/AP SECTION SEVEN TRACKING SYSTEM SSTS 0 0 TP/AP TOXIC SUBSTANCE CONTROL ACT INVENTORY TSCA 0 0 TP/AP TOXICS RELEASE INVENTORY TRI 0 0 TP/AP ALTERNATIVE FUELING STATIONS ALTFUELS 0 0 0.2500 FEMA OWNED STORAGE TANKS FEMAUST 0 0 0.2500 HISTORICAL GAS STATIONS HISTPST 0 0 0.2500 INTEGRATED COMPLIANCE INFORMATION SYSTEM ICISCLEANERS 0 0 0.2500 DRYCLEANERS MINE SAFETY AND HEA L TH A DMINIS TRA TION MASTER INDEX FILE MSHA 0 0 0.2500 MINERAL RESOURCE DATA SYSTEM MRDS 0 0 0.2500 OPEN DUMP INVENTORY ODI 0 0 0.5000 SURFACE MINING CONTROL AND RECLAMATIONACT SITES SMCRA 0 0 0.5000 URANIUM MILL TAILINGS RADIATION CONTROL ACT SITES USUMTRCA 0 0 0.5000 DEPARTMENT OF DEFENSE SITES DOD 0 0 1.0000 FORMER MILITARY NIKE MISSILE SITES NMS 0 0 1.0000 FORMERLY USED DEFENSE SITES FUDS 2 0 1.0000 FORMERLY UTILIZED SITES REMEDIAL ACTION PROGRAM FUSRAP 0 0 1.0000 RECORD OF DECISION SYSTEM RODS 0 0 1.0000 SUB -TOTAL 12 0 Ge Search www.geo-search.com 888-396-0042 Order# 128121 Job#299216Fagqf�vl • •ii a item ni. Database Summary STATE (EL) LISTING Standard Environmental Records Database Acronym Locatable Unlocatable Search Radius (miles) ENGINEERING AND INSTITUTIONAL CONTROL SITES ICEC 0 0 TP/AP ABOVEGROUND STORAGE TANKS AST 5 0 0.2500 UNDERGROUND STORAGE TANKS UST 4 0 0.2500 BROWNFIELD AREAS BF 0 0 0.5000 BROWNFIELDS SITE REHABILITATION AGREEMENT SITES BSRA 0 0 0.5000 REGISTERED LEAKING STORAGE TANKS LUAST 3 0 0.5000 SOLID WASTE FACILITIES SWF 0 0 0.5000 VOLUNTARY CLEANUP SITES VCS 0 0 0.5000 STATE HAZARDOUS WASTE SITES SHWS 0 0 1.0000 SUB -TOTAL 12 0 Additional Environmental Records Database Acronym Locatable Unlocatable Search Radius (miles) FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION DEPCLEANUP 0 0 TP/AP CLEANUP SITES GROUND WATER CONTAMINATION AREAS GWCA 0 0 TP/AP SPILLS LISTING SPILLS 0 0 TP/AP UNDERGROUND INJECTION CONTROL WELLS UIC 0 0 TP/AP CATTLE DIP VATS CDV 0 0 0.1250 NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM NPDES 4 0 0.1250 FACILITIES DRY CLEANERS CLEANERS 1 0 0.2500 HISTORICAL DRY CLEANERS HISTCLEANERS 1 0 0.2500 CLEANUPS DRYCLEANING SOLVENT PROGRAM CLEANUP SITES 2 0 0.5000 SUB -TOTAL 1 1 8 1 0 Ge Search www.geo-search.com 888-396-0042 Order# 128121 Job#299216 aPof • •ii a item ni. Database Summary TRIBAL LISTING Standard Environmental Records Search Radius Database Acronym Locatable Unlocatable (miles) UNDERGROUND STORAGE TANKS ON TRIBAL LANDS USTR04 0 0 0.2500 LEAKING UNDERGROUND STORAGE TANKS ON TRIBAL LANDS LUSTR04 0 0 0.5000 OPEN DUMP INVENTORY ON TRIBAL LANDS ODINDIAN 0 0 1 0.5000 SUB -TOTAL 0 0 Additional Environmental Records Search Radius Database Acronym Locatable Unlocatable (miles) INDIAN RESERVATIONS INDIANRES 0 0 1.0000 SUB -TOTAL 0 0 TOTAL 35 0 Ge Search www.geo-search.com 888-396-0042 Order# 128121 Job#299216 aggf • •ii a item ni. Database Radius Summary FEDERAL LISTING Standard environmental records are displayed in bold. Acronym Search Radius (miles) TP/AP (0 - 0.02) 118 Mile (> TP/AP) 114 Mile (> 118) 112 Mile (> 114) 1 Mile (> 112) > 1 Mile Total AIRSAFS 0.0200 0 NS NS NS NS NS 0 BRS 0.0200 0 NS NS NS NS NS 0 CDL 0.0200 0 NS NS NS NS NS 0 DOCKETS 0.0200 0 NS NS NS NS NS 0 EC 0.0200 0 NS NS NS NS NS 0 ECHOR04 0.0200 3 NS NS NS NS NS 3 ERNSFL 0.0200 0 NS NS NS NS NS 0 FRSFL 0.0200 3 NS NS NS NS NS 3 HMIRSR04 0.0200 0 NS NS NS NS NS 0 /CIS 0.0200 0 NS NS NS NS NS 0 ICISNPDES 0.0200 2 NS NS NS NS NS 2 LUCIS 0.0200 0 NS NS NS NS NS 0 MLTS 0.0200 0 NS NS NS NS NS 0 NPDESR04 0.0200 1 NS NS NS NS NS 1 PADS 0.0200 0 NS NS NS NS NS 0 PCSR04 0.0200 1 NS NS NS NS NS 1 RCRASC 0.0200 0 NS NS NS NS NS 0 SEMSLIENS 0.0200 0 NS NS NS NS NS 0 SFLIENS 0.0200 0 NS NS NS NS NS 0 SSTS 0.0200 0 NS NS NS NS NS 0 TRI 0.0200 0 NS NS NS NS NS 0 TSCA 0.0200 0 NS NS NS NS NS 0 RCRAGR04 0.1250 0 1 NS NS NS NS 1 RCRANGR04 0.1250 1 1 NS NS NS NS 2 ALTFUELS 0.2500 0 0 0 NS NS NS 0 FEMAUST 0.2500 0 0 0 NS NS NS 0 HISTPST 0.2500 0 0 0 NS NS NS 0 ICISCLEANERS 0.2500 0 0 0 NS NS NS 0 MRDS 0.2500 0 0 0 NS NS NS 0 MSHA 0.2500 0 0 0 NS NS NS 0 BF 0.5000 0 0 0 0 NS NS 0 DNPL 0.5000 0 0 0 0 NS NS 0 NLRRCRAT 0.5000 0 0 0 0 NS NS 0 ODI 0.5000 0 0 0 0 NS NS 0 RCRAT 0.5000 0 0 0 0 NS NS 0 Ge Search www.geo-search.com 888-396-0042 Order# 128121 Job#299216 a�Pof • •ii a item ni. Database Radius Summary Acronym Search Radius (miles) TP/AP (0 - 0.02) 118 Mile (> TP/AP) 114 Mile (> 118) 112 Mile (> 114) 1 Mile (> 112) > 1 Mile Total SEMS 0.5000 0 0 0 0 NS NS 0 SEMSARCH 0.5000 0 0 0 0 NS NS 0 SMCRA 0.5000 0 0 0 0 NS NS 0 USUMTRCA 0.5000 0 0 0 0 NS NS 0 DOD 1.0000 0 0 0 0 0 NS 0 FUDS 1.0000 0 0 0 2 0 NS 2 FUSRAP 1.0000 0 0 0 0 0 NS 0 NLRRCRAC 1.0000 0 0 0 0 0 NS 0 NMS 1.0000 0 0 0 0 0 NS 0 NPL 1.0000 0 0 0 0 0 NS 0 PNPL 1.0000 0 0 0 0 0 NS 0 RCRAC 1.0000 0 0 0 0 0 NS 0 RCRASUBC 1.0000 0 0 0 0 0 NS 0 RODS 1.0000 0 0 0 0 0 NS 0 SUB -TOTAL I 1 11 1 2 1 0 1 2 1 0 1 0 1 15 Ge Search www.geo-search.com 888-396-0042 Order# 128121 Job#299216 a�Pof • •ii a item ni. Database Radius Summary STATE (FL) LISTING Standard environmental records are displayed in bold. Acronym Search Radius (miles) TP/AP (0 - 0.02) 118 Mile (> TP/AP) 114 Mile (> 118) 112 Mile (> 114) 1 Mile (> 112) > 1 Mile Total DEPCLEANUP 0.0200 0 NS NS NS NS NS 0 GWCA 0.0200 0 NS NS NS NS NS 0 ICEC 0.0200 0 NS NS NS NS NS 0 SPILLS 0.0200 0 NS NS NS NS NS 0 UIC 0.0200 0 NS NS NS NS NS 0 CDV 0.1250 0 0 NS NS NS NS 0 NPDES 0.1250 2 2 NS NS NS NS 4 AST 0.2500 0 3 2 NS NS NS 5 CLEANERS 0.2500 0 0 1 NS NS NS 1 HISTCLEANERS 0.2500 0 0 1 NS NS NS 1 UST 0.2500 1 3 0 NS NS NS 4 BF 0.5000 0 0 0 0 NS NS 0 BSRA 0.5000 0 0 0 0 NS NS 0 CLEANUPS 0.5000 0 0 1 1 NS NS 2 LVAST 0.5000 0 1 0 2 NS NS 3 SWF 0.5000 0 0 0 0 NS NS 0 VCS 0.5000 0 0 0 0 NS NS 0 SHWS 1.0000 0 0 0 0 0 NS 0 SUB -TOTAL 1 1 3 1 9 1 5 1 3 1 0 1 0 1 20 Ge Sear..rh www.geo-search.com 888-396-0042 Order# 128121 Job#299216 agPof 411, • •ii a item ni. Database Radius Summary TRIBAL LISTING Standard environmental records are displayed in bold. Acronym Search TP/AP 118 Mile 114 Mile 112 Mile 1 Mile Total Radius (0 - 0.02) (> TP/AP) (> 118) (> 114) (> 112) > 1 Mile (miles) USTR04 0.2500 0 0 0 NS NS NS 0 L USTR04 0.5000 0 0 0 0 NS NS 0 ODINDIAN 0.5000 0 0 0 0 NS NS 0 INDIANRES 1.0000 0 0 0 0 0 NS 0 TOTAL 1 1 14 1 11 1 5 1 5 1 0 1 0 1 35 NOTES: NS = NOT SEARCHED TP/AP = TARGET PROPERTY/ADJACENT PROPERTY Ge Sear..rh www.geo-search.com 888-396-0042 Order# 128121 Job#299216 agPef 4 • •ii Age icia item vil. Radius Map 1 Loxahatchee Fiver ❑ FRSFL 0 AST ■ NPDES RCRANGR©4 LUAST UST ❑ RCRAGR04 Lj CLEANUPS i Mlle m u m � £ ¢ /2 M!!e 17- Jupiter Sound .,.;.' Mile r � Ca /V'Y VV IIIyIfYYPr I fG4'lfPtillP, FUDS Florida 33469 734 US- 1 Tequesta, Florida 33469 5 Straits of Honda N W+E S 0' 1000' 2000' 3000' SCALE: 1 "= 2000' Click here to access Satellite view GegSearch www.geo-search.com 888-396-0042 Order# 128121 Job#299216 ajgPof 4 Age I cla item 411. Radius Map 2 .. .... ...................... . ...................... .. ... ...................... ....................... ..................... .. .. ................ * ... —* ................... ... ................ .... .................... 112 Mile 17 m W s ± £ =:.14:. - Jupiter Sourrd ':. Mlle I `Mile � ,ur,ne�� a� M4 C$ ❑2 r_ N 4 m K <j3 ` j Target Property (TP) 734 US Highway 1 Tequesta, ❑ FRSFL FUDS Florida 33469 O AST 734 US-1 ■ NPDES Tequesta, Florida RCRANGR04 33469 LUAST UST ❑ RCRAGR04 Lj CLEANUPS 1 I i* Sh'alts of Florida #15 N W+ E S 0' 500' 1000, 1500, SCALE: 1'= 1000' Click here to access Satellite view GegSeareh www.geo-search.com 888-396-0042 Order# 128121 Job#299216 Fjagqf4I VI" a I "c2019 Microsoft Corporation O 2Oi9'j&gitaIGlobo`©CNES (2019) Distribution Air us DS Age a+ ru0urarjyivjsf. uup1tvi Source: USGS, 0711812012 734 US Highway 1 Tequesta, Florida 33469 734 US-1 Tequesta, Florida 33469 N W+ E s 0' 1000, 2000' 3000' SCALE ? " = 2000' Click here to access Satellite view GE'QSearch www.,geo-search.com 888-396-0042 Order# 128121 Job#299216 agPof 4 Age icia item 411. Located Sites Summary NOTE: Standard environmental records are displayed in bold. Map Database Site ID# Relative Distance Site Name Address PAGE ID# Name Elevation From Site # 1 ECHOR04 110006154339 Equal TP TEQUESTA 746 N US HIGHWAY 1, TEQUESTA, 18 (25 ft.) MOTORCARS FL 33469 1 ECHOR04 110032756603 Equal TP ATLANTIS 734 US HWY 1, TEQUESTA, FL 19 (25 ft.) 33469 1 FRSFL 110006154339 Equal TP TEQUESTA 746 N US HIGHWAY 1, TEQUESTA, 20 (25 ft.) MOTORCARS FL 33469 1 FRSFL 110032756603 Equal TP ATLANTIS 734 US HWY 1, TEQUESTA, FL 21 (25 ft.) 33469 1 ICISNPDES FLR10DC01INP Equal TP ATLANTIS 734 US HWY 1, TEQUESTA, FL 22 DES (25 ft.) 33469 1 NPDES FLR10DC01 Equal TP ATLANTIS 734 US HWY 1, TEQUESTA, FL 24 (25 ft.) 33469 1 RCRANGR04 FLD984206367 Equal TP TEQUESTA 746 N US HIGHWAY 1, 25 (25 ft.) MOTORCARS TEQUESTA, FL 33469 1 UST 9816491UST Equal TP ROYAL TEQUESTA 746 N US HWY 1, TEQUESTA, FL 27 (25 ft.) LLC 33469 2 ECHOR04 110020546863 Equal 0.019 mi. N CASA DEL SOL 3714 COUNTY LINE RD, 28 (25 ft.) (100 ft.) TEQUESTA, FL 33469 2 FRSFL 110020546863 Equal 0.019 mi. N CASA DEL SOL 3714 COUNTY LINE RD, 29 (25 ft.) (100 ft.) TEQUESTA, FL 33469 2 ICISNPDES FLRlOR606INP Equal 0.019 mi. N CASA DEL SOL 3714 COUNTY LINE RD, 30 DES (25 ft.) (100 ft.) TEQUESTA, FL 33469 2 NPDES FLRlOR606 Equal 0.019 mi. N CASA DEL SOL 3714 COUNTY LINE RD, 32 (25 ft.) (100 ft.) TEQUESTA, FL 33469 2 NPDESR04 FLRlOR606 Equal 0.019 mi. N CASA DEL SOL 3714 COUNTY LINE RD, FL 33469 33 (25 ft.) (100 ft.) 2 PCSR04 FLRlOR606 Equal 0.019 mi. N CASA DEL SOL 3714 COUNTY LINE RD, FL 34 (25 ft.) (100 ft.) 3 AST 9810706AST Lower 0.051 mi. S PUBLIX SUPER 500 N US HWY 1, TEQUESTA, FL 36 (21 ft.) (269 ft.) MARKET #1049 33469 4 NPDES FLR10QF68 Higher 0.063 mi. BELLA VILLAGIO 3764 COUNTY LINE RD, JUPITER, 37 (26 ft.) NNW FL (333 ft.) 5 RCRANGR04 FLR000166124 Lower 0.073 mi. N EXXONMOBIL OIL 764 N US HIGHWAY 1, 38 (19 ft.) (385 ft.) CORP #12347 TEQUESTA, FL 33469 5 UST 9700577UST Lower 0.073 mi. N 7 ELEVEN STORE 764 N US HWY 1, TEQUESTA, FL 40 (19 ft.) (385 ft.) #34829 33465 6 LUAST 9601196LUAST Lower 0.093 mi. BROADVIEW N 100 INTRACOASTAL PLACE, 43 (7 ft.) ENE CONDOMINIUM TEQUESTA, FL 33469 (491 ft.) 6 UST 9601196UST Lower 0.093 mi. BROADVIEW N 100 INTRACOASTAL PLACE, 45 (7 ft.) ENE CONDOMINIUM TEQUESTA, FL 33469 (491 ft.) 7 AST 9816567AST Lower 0.116 mi. BROOKDALE 211 VILLAGE BLVD, TEQUESTA, 46 (17 ft.) SSW TEQUESTA FL 33469 (612 ft.) 8 AST 9300158AST Lower 0.117 mi. W TEQUESTA VILLAGE- 901 N OLD DIXIE HWY, 47 (13 ft.) (618 ft.) WTP TEQUESTA, FL 33469 8 NPDES FLR10SK89 Lower 0.117 mi. W TEQUESTA WTP 901 OLD DIXIE HWY, TEQUESTA, 49 (13 ft.) (618 ft.) UPGRADES FL 8 UST 9300158UST Lower 0.117 mi. W TEQUESTA VILLAGE- 901 N OLD DIXIE HWY, 50 (13 ft.) (618 ft.) WTP TEQUESTA, FL 33469 GeQSearch www.geo-search.com 888-396-0042 Order# 128121 Job#299216 a-aPof 4 Age a item 411. Located Sites Summary NOTE: Standard environmental records are displayed in bold. Map Database Site ID# Relative Distance Site Name Address PAGE ID# Name Elevation From Site # 9 RCRAGR04 FLR000078592 Lower 0.122 mi. N INTERMARINE 19157 SE FEDERAL HWY, 52 (19 ft.) (644 ft.) JUPITER, FL 33469 10 CLEANERS 9500440 Lower 0.136 mi. S IVORY DRY 632 N US HWY 1, TEQUESTA, FL 54 (21 ft.) (718 ft.) CLEANERS 33469 10 CLEANUPS 000509500440 Lower 0.136 mi. S COUNTY LINE 632 N US HIGHWAY 1, TEQUESTA, 55 (21 ft.) (718 ft.) CLEANERS FL 10 HISTCLEANER 9500440HIST Lower 0.136 mi. S IVORY DRY 632 N US HWY 1, TEQUESTA, FL 56 S (21 ft.) (718 ft.) CLEANERS 33469 11 AST 9812058AST Lower 0.217 mi. W COMCAST 961 OLD DIXIE HWY, TEQUESTA, 57 (16 ft.) (1146 ft.) TEQUESTA HUBSITE FL 33469 12 AST 9804305AST Lower 0.24 mi. S TEQUESTA TERRACE 400 N US HWY 1, TEQUESTA, FL 58 (22 ft.) (1267 ft.) 33469 13 FUDS 104FL0086 Lower 0.258 mi. CAMP MURPHY HOBE SOUND, FL 33469 60 (7 ft.) WSW (1362 ft.) 14 FUDS 104FL0086 Lower 0.258 mi. CAMP MURPHY HOBE SOUND, FL 33455 61 (8 ft.) WSW (1362 ft.) 15 LUAST 9601251LUAST Lower 0.378 mi. E LANDFALL 19850 BEACH RD, JUPITER, FL 62 (8 ft.) (1996 ft.) CONDOMINIUM 33469 16 CLEANUPS 000509501228 Lower 0.49 mi. SSE PURITAN DRY 150 US 1 #20, TEQUESTA, FL 64 (21 ft.) (2587 ft.) CLEANERS 17 LUAST 8731703LUAST Lower 0.496 mi. N JUPITER POINTE 18701 SE FEDERAL HWY, 65 (8 ft.) (2619 ft.) MARINA TEQUESTA, FL 33469 GeQSearch www.geo-search.com 888-396-0042 Order# 128121 Job#299216 Fagqtf4i Age a item 411. Elevation Summary Elevations are collected from the USGS 3D Elevation Program 113 arc -second (approximately 10 meters) layer hosted at the NGTOC. . Target Property Elevation: 25 ft. NOTE: Standard environmental records are displayed in bold EQUAL/HIGHER ELEVATION Map ID# Database Name Elevation Site Name Address Page # 1 ECHOR04 25 ft. TEQUESTA MOTORCARS 746 N US HIGHWAY 1, TEQUESTA, FL 18 33469 1 ECHOR04 25 ft. ATLANTIS 734 US HWY 1, TEQUESTA, FL 33469 19 1 FRSFL 25 ft. TEQUESTA MOTORCARS 746 N US HIGHWAY 1, TEQUESTA, FL 20 33469 1 FRSFL 25 ft. ATLANTIS 734 US HWY 1, TEQUESTA, FL 33469 21 1 ICISNPDES 25 ft. ATLANTIS 734 US HWY 1, TEQUESTA, FL 33469 22 1 NPDES 25 ft. ATLANTIS 734 US HWY 1, TEQUESTA, FL 33469 24 1 RCRANGR04 25 ft. TEQUESTA MOTORCARS 746 N US HIGHWAY 1, TEQUESTA, FL 25 33469 1 UST 25 ft. ROYAL TEQUESTA LLC 746 N US HWY 1, TEQUESTA, FL 33469 27 2 ECHOR04 25 ft. CASA DEL SOL 3714 COUNTY LINE RD, TEQUESTA, FL 28 33469 2 FRSFL 25 ft. CASA DEL SOL 3714 COUNTY LINE RD, TEQUESTA, FL 29 33469 2 ICISNPDES 25 ft. CASA DEL SOL 3714 COUNTY LINE RD, TEQUESTA, FL 30 33469 2 NPDES 25 ft. CASA DEL SOL 3714 COUNTY LINE RD, TEQUESTA, FL 32 33469 2 NPDESR04 25 ft. CASA DEL SOL 3714 COUNTY LINE RD, FL 33469 33 2 PCSR04 25 ft. CASA DEL SOL 3714 COUNTY LINE RD, FL 34 4 NPDES 26 ft. BELLA VILLAGIO 3764 COUNTY LINE RD, JUPITER, FL 37 LOWER ELEVATION Map Database Name Elevation Site Name Address ID# Page 3 AST 21 ft. PUBLIX SUPER MARKET #1049 500 N US HWY 1, TEQUESTA, FL 33469 36 5 RCRANGR04 19 ft. EXXONMOBIL OIL CORP #12347 764 N US HIGHWAY 1, TEQUESTA, FL 38 33469 5 UST 19 ft. 7 ELEVEN STORE #34829 764 N US HWY 1, TEQUESTA, FL 33465 40 6 LUAST 7 ft. BROADVIEW CONDOMINIUM N 100 INTRACOASTAL PLACE, 43 TEQUESTA, FL 33469 6 UST 7 ft. BROADVIEW CONDOMINIUM N 100 INTRACOASTAL PLACE, 45 TEQUESTA, FL 33469 7 AST 17 ft. BROOKDALE TEQUESTA 211 VILLAGE BLVD, TEQUESTA, FL 46 33469 8 AST 13 ft. TEQUESTA VILLAGE-WTP 901 N OLD DIXIE HWY, TEQUESTA, FL 47 33469 8 NPDES 13 ft. TEQUESTA WTP UPGRADES 901 OLD DIXIE HWY, TEQUESTA, FL 49 8 UST 13 ft. TEQUESTA VILLAGE-WTP 901 N OLD DIXIE HWY, TEQUESTA, FL 50 33469 GeQSearch www.geo-search.com 888-396-0042 )rder# 128121 Job#299216 Fagqtf4i Age icia item . Elevation Summary Map ID# Database Name Elevation Site Name Address Page # 9 RCRAGR04 19 ft. INTERMARINE 19157 SE FEDERAL HWY, JUPITER, FL 33469 52 10 10 10 CLEANERS CLEANUPS HISTCLEANERS 21 ft. 21 ft. 21 ft. IVORY DRY CLEANERS COUNTY LINE CLEANERS IVORY DRY CLEANERS 632 N US HWY 1, TEQUESTA, FL 33469 632 N US HIGHWAY 1, TEQUESTA, FL 632 N US HWY 1, TEQUESTA, FL 33469 54 55 56 11 AST 16 ft. COMCAST TEQUESTA HUBSITE 961 OLD DIXIE HWY, TEQUESTA, FL 33469 57 12 AST 22 ft. TEQUESTA TERRACE 400 N US HWY 1, TEQUESTA, FL 33469 58 13 FUDS 7 ft. CAMP MURPHY HOBE SOUND, FL 33469 60 14 FUDS 8 ft. CAMP MURPHY HOBE SOUND, FL 33455 61 15 LUAST 8 ft. LANDFALL CONDOMINIUM 19850 BEACH RD, JUPITER, FL 33469 62 16 CLEANUPS 21 ft. PURITAN DRY CLEANERS 150 US 1 #20, TEQUESTA, FL 64 17 LUAST 8 ft. JUPITER POINTE MARINA 18701 SE FEDERAL HWY, TEQUESTA, FL 33469 65 GeQSearch www.geo-search.com 888-396-0042 Order# 128121 Job#299216 aPof 4 of 686 a item ni. Enforcement and Compliance History Information (ECHOR04) MAP ID# 1 Distance from Property: 0 mi. (0 ft.) X Elevation: 25 ft. (Equal to TP) FACILITY INFORMATION UNIQUE ID: 110006154339 REGISTRY ID: 110006154339 NAME: TEQUESTA MOTORCARS ADDRESS: 746 N US HIGHWAY 1 TEQUESTA, FL 33469 COUNTY: PALM BEACH FACILITY LINK: Facility Detail Report Back to Report Summary GeQSearch www.,geo-search.com 888-396-0042 Order# 128121 Job#299216 agPof a item ni. Enforcement and Compliance History Information (ECHOR04) MAP ID# 1 Distance from Property: 0 mi. (0 ft.) X Elevation: 25 ft. (Equal to TP) FACILITY INFORMATION UNIQUE ID: 110032756603 REGISTRY ID: 110032756603 NAME: ATLANTIS ADDRESS: 734 US HWY 1 TEQUESTA, FL 33469 COUNTY: PALM BEACH FACILITY LINK: Facility Detail Report Back to Report Summary GeQSearch www.,geo-search.com 888-396-0042 Order# 128121 Job#299216 agPof w a item ni. Facility Registry System (FRSFL) MAP ID# 1 Distance from Property: 0 mi. (0 ft.) X Elevation: 25 ft. (Equal to TP) FACILITY INFORMATION REGISTRY ID: 110006154339 NAME: TEQUESTA MOTORCARS LOCATION ADDRESS: 746 N US HIGHWAY 1 TEQUESTA, FL 33469-2339 COUNTY: PALM BEACH EPA REGION: 04 FEDERAL FACILITY: NOT REPORTED TRIBAL LAND: NOT REPORTED ALTERNATIVE NAME/S: TEQUESTA MOTORCARS PROGRAM/S LISTED FOR THIS FACILITY RCRAINFO - RESOURCE CONSERVATION AND RECOVERY ACT INFORMATION SYSTEM FDM - FDM STANDARD INDUSTRIAL CLASSIFICATION/S (SIC) NO SIC DATA REPORTED NORTH AMERICAN INDUSTRY CLASSIFICATION/S (NAICS) NO NAICS DATA REPORTED Back to Report Summary Ge0earch www.geo-search.com 888-396-0042 Order# 128121 Job#299216 --getf w a item ni. Facility Registry System (FRSFL) MAP ID# 1 Distance from Property: 0 mi. (0 ft.) X Elevation: 25 ft. (Equal to TP) FACILITY INFORMATION REGISTRY ID: 110032756603 NAME: ATLANTIS LOCATION ADDRESS: 734 US HWY 1 TEQUESTA, FL 33469 COUNTY: PALM BEACH EPA REGION: 04 FEDERAL FACILITY: NOT REPORTED TRIBAL LAND: NOT REPORTED ALTERNATIVE NAME/S: ATLANTIS PROGRAM/S LISTED FOR THIS FACILITY NPDES - NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM FDM - FDM STANDARD INDUSTRIAL CLASSIFICATION/S (SIC) NO SIC DATA REPORTED NORTH AMERICAN INDUSTRY CLASSIFICATION/S (NAICS) NO NAICS DATA REPORTED Back to Report Summary Ge0earch www.geo-search.com 888-396-0042 Order# 128121 Job#299216Pof '%*LWfflt@&1Comp1iance Information System National Pollutant Discharge Elimination System (ICISNPDES) Distance from Property: 0 mi. (0 ft.) X MAP ID# 1 Elevation: 25 ft. (Equal to TP) FACILITY INFORMATION GEOSEARCH ID: FLR10DC01INPDES NPDES ID: FLR10DC01 FACILITY #: 110032756603 NAME: ATLANTIS PHYSICAL ADDRESS: 734 US HWY 1 TEQUESTA FL 33469 COUNTY: PALM BEACH FACILITY TYPE: PRIVATELY OWNED FACILITY IMPAIRED WATERS: NOT REPORTED STANDARD INDUSTRIAL CLASSIFICATION - NOT REPORTED - PERMITS FACILITY TYPE INDICATOR: NON -POTABLE WATER PERMIT TYPE: GENERAL PERMIT COVERED FACILITY MAJOR MINOR FACILITY: MINOR DISCHARGER PERMIT STATUS: TERMINATED WATER BODY: NOT REPORTED PERMIT NAME: ATLANTIS AGENCY TYPE: STATE ORIGINAL ISSUE DATE: 6/1/2006 ISSUE DATE: 6/1/2006 ISSUING AGENCY: NOT REPORTED EFFECTIVE DATE: 6/1/2006 EXPIRATION DATE: 5/31/2011 RETIREMENT DATE: NOT REPORTED TERMINATION DATE: 5/22/2012 PERMIT COMPLIANCE STATUS: YES PERMIT SUBJECT TO DMR RUN: NOT REPORTED REPORTABLE NONCOMPLIANCE TRACKING IS ON: YES INSPECTIONS - NO INSPECTIONS REPORTED - HISTORIC COMPLIANCE HISTORIC NON-COMPLIANCE QUARTER (YYYYQ): 20124 HISTORIC NON-COMPLIANCE: UNDETERMINED QNCR STATUS -INSUFFICIENT DATA, OR PERMITEE IS A MINOR DISCHARGER NOT SUBJECT TO MANDATORY REPORTING NUMBER OF E90 VIOLATIONS: 0 NUMBER OF COMPLIANCE SCHEDULE VIOLATIONS: 0 NUMBER OF SINGLE EVENT VIOLATIONS: 0 NUMBER OF PERMIT SCHEDULE VIOLATIONS: 0 HISTORIC NON-COMPLIANCE QUARTER (YYYYQ): 20123 HISTORIC NON-COMPLIANCE: UNDETERMINED QNCR STATUS - INSUFFICIENT DATA, OR PERMITEE IS A MINOR DISCHARGER NOT SUBJECT TO MANDATORY REPORTING Ge Search www.geo-search.com 888-396-0042 Order# 128121 Job#299216Pof • •ii '%WLWfflt@&1Comp1iance Information System National Pollutant Discharge Elimination System (ICISNPDES) NUMBER OF E90 VIOLATIONS: 0 NUMBER OF COMPLIANCE SCHEDULE VIOLATIONS: 0 NUMBER OF SINGLE EVENT VIOLATIONS: 0 NUMBER OF PERMIT SCHEDULE VIOLATIONS: 0 SINGLE EVENT VIOLATIONS - NO SINGLE EVENT VIOLATIONS REPORTED - FORMAL ENFORCEMENT ACTIONS - NO FORMAL ENFORCEMENT ACTIONS REPORTED - EFFLUENT VIOLATIONS - NOT REPORTED - EFFLUENT VIOLATIONS contd.. - NOT REPORTED - EFFLUENT VIOLATIONS contd.. - NOT REPORTED - Back to Report Summary Ge Search www.geo-search.com 888-396-0042 Order# 128121 Job#299216Pof • •ii w a item 411. National Pollutant Discharge Elimination System Facilities (NPDES) MAP ID# 1 Distance from Property: 0 mi. (0 ft.) X Elevation: 25 ft. (Equal to TP) FACILITY INFORMATION FACILITY ID: FLR10DC01 FACILITY NAME: ATLANTIS ADDRESS: 734 US HWY 1 TEQUESTA , FL 33469 COUNTY: PALM BEACH FACILITY DETAILS FACILITY TYPE: CONSTRUCTION STORMWATER GP STATUS: ACTIVE OWNERSHIP: PRIVATE COMPANY NAME: ROYAL TEQUESTA RELATED PARTY NAME: NICK MASTRIANI, MANAGING MEMBER RELATED PARTY ADDRESS: 3300 PGA BLVD SUITE 330 SUITE 330 PALM BEACH GARDENS FL 33410 RELATED PARTY PHONE: 5617990050 RELATED PARTY EMAIL: NOT REPORTED PERMIT TYPE: GENERIC PERMIT DATE OF ISSUE: 6/1/2006 DATE OF EXPIRATION: 5/31/2011 NATURE OF BUSINESS: N/A TREATMENT: N/A CAPACITY: N/A DOMESTIC WASTEWATER FACILITY CLASS: N/A OFFICE: TALLAHASSEE NPDES STORMWATER Back to Report Summary Ge Search www.geo-search.com 888-396-0042 Order# 128121 Job#299216 --getf • •ii w a item Resource Conservation & Recovery Act - Non -Generator (RCRANGR04) MAP ID# 1 Distance from Property: 0 mi. (0 ft.) X Elevation: 25 ft. (Equal to TP) FACILITY INFORMATION EPA ID#: FLD984206367 OWNER TYPE: PRIVATE NAME: TEQUESTA MOTORCARS OWNER NAME: ROBERT WALSH ADDRESS: 746 N US HIGHWAY 1 OPERATOR TYPE: NOT REPORTED TEQUESTA, FL 33469-2339 OPERATOR NAME: NOT REPORTED CONTACT NAME: ROBERT WALSH CONTACT ADDRESS: 746 N US HIGHWAY 1 TEQUESTA FL 33469-2339 CONTACT PHONE: 407-575-9902 NON-NOTIFIER: NOT A NON-NOTIFIER DATE RECEIVED BY AGENCY: 03/24/2011 CERTIFICATION - NO CERTIFICATION REPORTED - INDUSTRY CLASSIFICATION (NAILS) - NO NAICS INFORMATION REPORTED - CURRENT ACTIVITY INFORMATION GENERATOR STATUS: NON -GENERATOR LAST UPDATED DATE: 08/24/2011 SUBJECT TO CORRECTIVE ACTION UNIVERSE: NO TDSFs POTENTIALLY SUBJECT TO CORRECTIVE ACTION UNDER 3004 (u)/(v) UNIVERSE: NO TDSFs ONLY SUBJECT TO CORRECTIVE ACTION UNDER DISCRETIONARY AUTHORITIES UNIVERSE: NO NON TSDFs WHERE RCRA CORRECTIVE ACTION HAS BEEN IMPOSED UNIVERSE: NO CORRECTIVE ACTION WORKLOAD UNIVERSE: NO IMPORTER: NO UNDERGROUND INJECTION: NO MIXED WASTE GENERATOR: NO UNIVERSAL WASTE DESTINATION FACILITY: NO RECYCLER: NO TRANSFER FACILITY: NO TRANSPORTER: NO USED OIL FUEL BURNER: NO ONSITE BURNER EXEMPTION: NO USED OIL PROCESSOR: NO FURNACE EXEMPTION: NO USED OIL FUEL MARKETER TO BURNER: NO USED OIL REFINER: NO SPECIFICATION USED OIL MARKETER: NO USED OIL TRANSFER FACILITY: NO USED OIL TRANSPORTER: NO COMPLIANCE, MONITORING AND ENFORCEMENT INFORMATION EVALUATIONS 03/24/2011 CEI COMPLIANCE EVALUATION INSPECTION ON -SITE VIOLATIONS - NO VIOLATIONS REPORTED - ENFORCEMENTS -NO ENFORCEMENTS REPORTED - HAZARDOUS WASTE D001 IGNITABLE WASTE D018 BENZENE D039 TETRACHLOROETHYLENE Ge Search www.geo-search.com 888-396-0042 Order# 128121 Job#299216Pof • •ii a item Resource Conservation & Recovery Act - Non -Generator (RCRANGR04) F002 THE FOLLOWING SPENT HALOGENATED SOLVENTS: TETRACHLOROETHYLENE, METHYLENE CHLORIDE,TRICHLOROETHYLENE, 1,1,1-TRICHLOROETHANE,CHLOROBENZENE, 1,1,2-TRICHLORO-1,2,2- TRIFLUOROETHANE, ORTHO-DICHLOROBENZENE, TRICHLOROFLUOROMETHANE, AND 1,1,2, TRICHLOROETHANE; ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING, BEFORE USE, A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF ONE OR MORE OF THE ABOVE HALOGENATED SOLVENTS OR THOSE SOLVENTS LISTED IN F001,F004, AND F005; AND STILL BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT MIXTURES. F004 THE FOLLOWING SPENT NONHALOGENATED SOLVENTS: CRESOLS, CRESYLIC ACID, AND NITROBENZENE; AND THE STILL BOTTOMS FROM THE RECOVERY OF THESE SOLVENTS; ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING, BEFORE USE, A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF ONE OR MORE OF THE ABOVE NONHALOGENATED SOLVENTS OR THOSE SOLVENTS LISTED IN F001,F002, AND F005; AND STILL BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT MIXTURES. UNIVERSAL WASTE - NO UNIVERSAL WASTE REPORTED - CORRECTIVE ACTION AREA - NO CORRECTIVE ACTION AREA INFORMATION REPORTED - CORRECTIVE ACTION EVENT NO CORRECTIVE ACTION EVENT(S) REPORTED Back to Report Summary Ge Search www.geo-search.com 888-396-0042 Order# 128121 Job#299216Pof • •ii w a item ni. Underground Storage Tanks (UST) MAP ID# 1 Distance from Property: 0 mi. (0 ft.) X Elevation: 25 ft. (Equal to TP) FACILITY INFORMATION FACILITY ID: 9816491 FACILITY NAME: ROYAL TEQUESTA LLC ADDRESS: 746 N US HWY 1 TEQUESTA , FL 33469 COUNTY: PALM BEACH TYPE: A -RETAIL STATION STATUS:CLOSED CONTACT: NOT REPORTED PHONE: NOT REPORTED Florida Oculus Some records may not have additional documentation available from the Oculus Website TAN K IN FORMATION (NOTE: CONSTRUCTION. PIPING, AND MONITORING INFO NOT SHOWN FOR CLOSED TANKS) TANK#: SIZE: CONTENT: INSTALLED: PLACEMENT: STATUS/DATE: 1 5000 MISC PETROL -BASED NOT REPORTED UNDERGROUND REMOVED FROM SITE/1-AUG-18 PRODUCT TANK CONSTRUCTION INFORMATION - NO CONSTRUCTION INFORMATION REPORTED TANK PIPING INFORMATION - NO PIPING INFORMATION REPORTED III_ inrm m Lei zIkmelvIiz [ell lizmel iir_iI[di� - NO MONITORING INFORMATION REPORTED OWNER INFORMATION OWNER NAME: NOT REPORTED OWNER ADDRESS: REGULATED MINERAL ACID TANKS INFORMATION - NO MINERAL ACID TANKS INFORMATION REPORTED DISCHARGE INFORMATION - NO DISCHARGE INFORMATION REPORTED Back to Report Summary Ge Search www.geo-search.com 888-396-0042 Order# 128121 Job#299216 1, --ePof a item ni. Enforcement and Compliance History Information (ECHOR04) MAP ID# 2 Distance from Property: 0.019 mi. (100 ft.) N Elevation: 25 ft. (Equal to TP) FACILITY INFORMATION UNIQUE ID: 110020546863 REGISTRY ID: 110020546863 NAME: CASA DEL SOL ADDRESS: 3714 COUNTY LINE RD TEQUESTA, FL 33469 COUNTY: PALM BEACH FACILITY LINK: Facility Detail Report Back to Report Summary GeQSearch www.,geo-search.com 888-396-0042 Order# 128121 Job#299216 �Pof w a item ni. Facility Registry System (FRSFL) MAP ID# 2 Distance from Property: 0.019 mi. (100 ft.) N Elevation: 25 ft. (Equal to TP) FACILITY INFORMATION REGISTRY ID: 110020546863 NAME: CASA DEL SOL LOCATION ADDRESS: 3714 COUNTY LINE RD TEQUESTA, FL 33469 COUNTY: PALM BEACH EPA REGION: 04 FEDERAL FACILITY: NOT REPORTED TRIBAL LAND: NOT REPORTED ALTERNATIVE NAME/S: CASA DEL SOL PROGRAM/S LISTED FOR THIS FACILITY FDM - FDM NPDES - NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM STANDARD INDUSTRIAL CLASSIFICATION/S (SIC) NO SIC DATA REPORTED NORTH AMERICAN INDUSTRY CLASSIFICATION/S (NAICS) NO NAICS DATA REPORTED Back to Report Summary Ge0earch www.geo-search.com 888-396-0042 Order# 128121 Job#299216Pof '%*LWfflt@&1Comp1iance Information System National Pollutant Discharge Elimination System (ICISNPDES) MAP ID# Distance from Property: 0.019 mi. (100 ft.) IN2 Elevation: 25 ft. (Equal to TP) FACILITY INFORMATION GEOSEARCH ID: FLR10R606INPDES NPDES ID: FLR10R606 FACILITY #: 110020546863 NAME: CASA DEL SOL PHYSICAL ADDRESS: 3714 COUNTY LINE RD TEQUESTA FL 33469 COUNTY: PALM BEACH FACILITY TYPE: PRIVATELY OWNED FACILITY IMPAIRED WATERS: NOT REPORTED STANDARD INDUSTRIAL CLASSIFICATION - NOT REPORTED - PERMITS FACILITY TYPE INDICATOR: NON -POTABLE WATER PERMIT TYPE: GENERAL PERMIT COVERED FACILITY MAJOR MINOR FACILITY: MINOR DISCHARGER PERMIT STATUS: TERMINATED WATER BODY: NOT REPORTED PERMIT NAME: CASA DEL SOL AGENCY TYPE: STATE ORIGINAL ISSUE DATE: 5/27/2004 ISSUE DATE: 5/27/2004 ISSUING AGENCY: NOT REPORTED EFFECTIVE DATE: 5/27/2004 EXPIRATION DATE: 5/26/2009 RETIREMENT DATE: NOT REPORTED TERMINATION DATE: 4/27/2012 PERMIT COMPLIANCE STATUS: YES PERMIT SUBJECT TO DMR RUN: NOT REPORTED REPORTABLE NONCOMPLIANCE TRACKING IS ON: YES INSPECTIONS - NO INSPECTIONS REPORTED - HISTORIC COMPLIANCE HISTORIC NON-COMPLIANCE QUARTER (YYYYQ): 20123 HISTORIC NON-COMPLIANCE: UNDETERMINED QNCR STATUS -INSUFFICIENT DATA, OR PERMITEE IS A MINOR DISCHARGER NOT SUBJECT TO MANDATORY REPORTING NUMBER OF E90 VIOLATIONS: 0 NUMBER OF COMPLIANCE SCHEDULE VIOLATIONS: 0 NUMBER OF SINGLE EVENT VIOLATIONS: 0 NUMBER OF PERMIT SCHEDULE VIOLATIONS: 0 SINGLE EVENT VIOLATIONS - NO SINGLE EVENT VIOLATIONS REPORTED - FORMAL ENFORCEMENT ACTIONS Ge Search www.geo-search.com 888-396-0042 Order# 128121 Job#299216Pof • •ii %WLWfflt@&1Comp1iance Information System National Pollutant Discharge Elimination System ICISNPDES - NO FORMAL ENFORCEMENT ACTIONS REPORTED - EFFLUENT VIOLATIONS - NOT REPORTED - EFFLUENT VIOLATIONS contd.. - NOT REPORTED - EFFLUENT VIOLATIONS contd.. - NOT REPORTED - Back to Report Summary Ge Search www.geo-search.com 888-396-0042 Order# 128121 Job#299216 -P9Pof • •ii w a item 411. National Pollutant Discharge Elimination System Facilities (NPDES) MAP ID# 2 Distance from Property: 0.019 mi. (100 ft.) N Elevation: 25 ft. (Equal to TP) FACILITY INFORMATION FACILITY ID: FLR10R606 FACILITY NAME: CASA DEL SOL ADDRESS: 3714 COUNTY LINE RD TEQUESTA , FL 33469 COUNTY: PALM BEACH FACILITY DETAILS FACILITY TYPE: CONSTRUCTION STORMWATER GP STATUS: ACTIVE OWNERSHIP: PRIVATE COMPANY NAME: SUNDOWN DEVELOPMENT RELATED PARTY NAME: JAMES HELM, PMTE RELATED PARTY ADDRESS: 658 W INDIANTOWN RD JUPITER FL 33458-7535 RELATED PARTY PHONE: 5617434420 RELATED PARTY EMAIL: NOT REPORTED PERMIT TYPE: GENERIC PERMIT DATE OF ISSUE: 5/27/2004 DATE OF EXPIRATION: 5/26/2009 NATURE OF BUSINESS: N/A TREATMENT: N/A CAPACITY: N/A DOMESTIC WASTEWATER FACILITY CLASS: N/A OFFICE: TALLAHASSEE NPDES STORMWATER Back to Report Summary Ge Search www.geo-search.com 888-396-0042 Order# 128121 Job#299216 E-IfiPof • •ii a item ni. National Pollutant Discharge Elimination System (NPDESR04) MAP ID# 2 Distance from Property: 0.019 mi. (100 ft.) N Elevation: 25 ft. (Equal to TP) FACILITY INFORMATION NPDES ID#: FLR10R606 NAME: CASA DEL SOL PHYSICAL ADDRESS: 3714 COUNTY LINE RD FL 33469 PERMITTYPE / ISSUE DATE: STORM WATER GENERAL / NOT REPORTED FACILITY TYPE: OTHER STANDARD INDUSTRIAL CLASSIFICATION: NOT REPORTED RECEIVING WATER: NOT REPORTED Back to Report Summary Ge Search www.geo-search.com 888-396-0042 Order# 128121 Job#299216 Fagpt4 • •ii w a item ni. Permit Compliance System (PCSR04) MAP ID# 2 Distance from Property: 0.019 mi. (100 ft.) N Elevation: 25 ft. (Equal to TP) FACILITY INFORMATION PERMIT #: FLR10R606 NAME: CASA DEL SOL PHYSICAL ADDRESS: 3714 COUNTY LINE RD NOT REPORTED, FL NOT REPORT FACILITY TYPE: OTHER PERMIT TYPE: STORM WATER GENERAL PERMIT EXPIRED: 05/26/2009 RECEIVING WATERS: NOT REPORTED STANDARD INDUSTRIAL CODE: NOT REPORTED INSPECTIONS INSPECTION DATE: INSPECTION CODE NOT REPORT NOT REPORTED HISTORIC COMPLIANCE HISTORIC LAST REPORTED NON-COMPLIANCE NOT REPORTED NOT REPORTED NOT REPORTED NOT REPORTED NOT REPORTED EFFLUENT VIOLATIONS INSPECTION TYPE: NOT REPORTED HISTORIC NON-COMPLIANCE QUARTER (YYYYQ): 20091 20092 20093 20094 20101 MONITORING DATE: NOT REPORTED EFFLUENT VIOLATION: NOT REPORTED QNCR MEASUREMENT/VIOLATION DETECTION: NOT REPORTED QNCR MEASUREMENT/VIOLATION DATE: NOT REPORTED QNCR RESOLUTION DATE: NOT REPORTED PARAMETER DESCRIPTION: NOT REPORTED SINGLE EVENT VIOLATIONS SINGLE EVENT VIOLATION: NOT REPORTED SINGLE EVENT DATE: NOT REPORTED RNC DETECTION CODE: NOT REPORTED RNC DETECTION DATE: NOT REPORTED RNC RESOLUTION CODE: NOT REPORTED RNC RESOLUTION DATE: NOT REPORTED COMPLIANCE SCHEDULE VIOLATIONS VIOLATION CODE: NOT REPORTED VIOLATION DATE (YEAR/MONTH): NOT REPORTED DATE OF RNC (YEAR/MONTH): NOT REPORTED RESOLUTION OF RNC: NOT REPORTED RESOLUTION DATE (YEAR/MONTH): NOT REPORTED GeSearch www.geo-search.com 888-396-0042 Order# 128121 Job#299216 F, --getf w a item ni. Permit Compliance System (PCSR04) QNCR COMPLIANCE SCHEDULE VIOLATION: NOT REPORTED ENFORCEMENT ACTIONS AND PENALTIES ENFORCEMENT ACTION FILE NUMBER: NOT REPORTED ENFORCEMENT ACTION: NOT REPORTED ENFORCEMENT ACTION TYPE ORDER ISSUED: NOT REPORTED ENFORCEMENT ACTION DATE: NOT REPORTED ENFORCEMENT ACTION STATUS: NOT REPORTED PENALTY AMOUNT ASSESSED: NOT REPORTED PENALTY ASSESSED BY JUDICIAL DECREE: NOT REPORTED Back to Report Summary Ge Search www.geo-search.com 888-396-0042 Order# 128121 Job#299216 --9Pof • •ii ma item ni. Aboveground Storage Tanks (AST) MAP ID# 3 Distance from Property: 0.051 mi. (269 ft.) S Elevation: 21 ft. (Lower than TP) FACILITY INFORMATION FACILITY ID: 9810706 FACILITY NAME: PUBLIX SUPERMARKET #1049 ADDRESS: 500 N US HWY 1 TEQUESTA , FL 33469 COUNTY: PALM BEACH TYPE: C-FUEL USER/NON-RETAIL STATUS: OPEN CONTACT: MICHAEL HEWETT/BRENDA WILLIAMS PHONE: 5617418147 Florida Oculus Some records may not have additional documentation available from the Oculus Website TAN K IN FORMATION (NOTE: CONSTRUCTION. PIPING, AND MONITORING INFO NOT SHOWN FOR CLOSED TANKS) TANK#: SIZE: CONTENT: INSTALLED: PLACEMENT: STATUS/DATE: 1 1000 EMERG GENERATOR DIESEL 1-AUG-08 ABOVEGROUND IN SERVICE/1-AUG-08 TANK CONSTRUCTION INFORMATION TANK#: CONSTRUCTION: 1 C - STEEL 1 1 - DOUBLE WALL 1 M - SPILL CONTAINMENT BUCKET 1 P - LEVEL GAUGES/ALARMS TANK PIPING INFORMATION TANK#: PIPING: 1 A - ABV, NO SOIL CONTACT 1 1 - SUCTION PIPING SYSTEM TANK MONITORING INFORMATION TANK#: MONITORING: 1 Q - VISUAL INSPECTION OF ASTS 1 F - MONITOR DBL WALL TANK SPACE 1 1 - CONTINUOUS ELECTRONIC SENSING OWNER INFORMATION OWNER NAME: PUBLIX SUPERMARKETS INC -ENVIRONMENTAL OWNER ADDRESS: ATTN: STORAGE TANK REGIS LAKELAND FL 33802 REGULATED MINERAL ACID TANKS INFORMATION - NO MINERAL ACID TANKS INFORMATION REPORTED DISCHARGE INFORMATION - NO DISCHARGE INFORMATION REPORTED Back to Report Summary Ge Search www.geo-search.com 888-396-0042 Order# 128121 Job#299216Pof w a item 411. National Pollutant Discharge Elimination System Facilities (NPDES) MAP ID# 4 Distance from Property: 0.063 mi. (333 ft.) NNW Elevation: 26 ft. (Higher than TP) FACILITY INFORMATION FACILITY ID: FLR10QF68 FACILITY NAME: BELLA VILLAGIO ADDRESS: 3764 COUNTY LINE RD JUPITER , FL COUNTY: PALM BEACH FACILITY DETAILS FACILITY TYPE: CONSTRUCTION STORMWATER GP STATUS: ACTIVE OWNERSHIP: PRIVATE COMPANY NAME: PALM BEACH GRADING INC RELATED PARTY NAME: AUSTIN JAMES PEREZ, PROJECT MANAGER RELATED PARTY ADDRESS: 8451 SW OLD KANSAS AVE STUART FL 34997-7220 RELATED PARTY PHONE: 7726784029 RELATED PARTY EMAIL: APEREZ@PBGRADING.NET PERMIT TYPE: GENERIC PERMIT DATE OF ISSUE: 6/20/2016 DATE OF EXPIRATION: 6/19/2021 NATURE OF BUSINESS: NOT REPORTED TREATMENT: NOT REPORTED CAPACITY: NOT REPORTED DOMESTIC WASTEWATER FACILITY CLASS: NOT REPORTED OFFICE: TALLAHASSEE NPDES STORMWATER Back to Report Summary Ge Search www.geo-search.com 888-396-0042 Order# 128121 Job#299216 --getf • •ii a item Resource Conservation & Recovery Act - Non -Generator (RCRANGR04) MAP ID# 5 Distance from Property: 0.073 mi. (385 ft.) N Elevation: 19 ft. (Lower than TP) FACILITY INFORMATION EPA ID#: FLR000166124 NAME: EXXONMOBIL OIL CORP #12347 ADDRESS: 764 N US HIGHWAY 1 TEQUESTA, FL 33469-2339 CONTACT NAME: DONNA HYMES CONTACT ADDRESS: 764 N US HIGHWAY 1 TEQUESTA FL 33469-2339 CONTACT PHONE: 610-430-8151 NON-NOTIFIER: NOT A NON-NOTIFIER DATE RECEIVED BY AGENCY: 10/12/2011 CERTIFICATION CERTIFICATION NAME: CERTIFICATION TITLE: DONNA HYMES EXXONMOBIL HAZARDOUS WASTE COORDINATOR DONNA HYMES EXXONMOBIL HAZARDOUS WASTE COORDINATOR OWNER TYPE: PRIVATE OWNER NAME: EXXONMOBIL OIL CORP OPERATOR TYPE: PRIVATE OPERATOR NAME: EXXONMOBIL OIL CORP CERTIFICATION SIGNED DATE: 10/12/2011 08/03/2010 INDUSTRY CLASSIFICATION (NAILS) 44711 - GASOLINE STATIONS WITH CONVENIENCE STORES CURRENT ACTIVITY INFORMATION GENERATOR STATUS: NON -GENERATOR LAST UPDATED DATE: 03/09/2012 SUBJECT TO CORRECTIVE ACTION UNIVERSE: NO TDSFs POTENTIALLY SUBJECT TO CORRECTIVE ACTION UNDER 3004 (u)/(v) UNIVERSE: NO TDSFs ONLY SUBJECT TO CORRECTIVE ACTION UNDER DISCRETIONARY AUTHORITIES UNIVERSE: NO NON TSDFs WHERE RCRA CORRECTIVE ACTION HAS BEEN IMPOSED UNIVERSE: NO CORRECTIVE ACTION WORKLOAD UNIVERSE: NO IMPORTER: NO MIXED WASTE GENERATOR: NO RECYCLER: NO TRANSPORTER: NO ONSITE BURNER EXEMPTION: NO FURNACE EXEMPTION: NO USED OIL REFINER: NO USED OIL TRANSFER FACILITY: NO UNDERGROUND INJECTION: NO UNIVERSAL WASTE DESTINATION FACILITY: NO TRANSFER FACILITY: NO USED OIL FUEL BURNER: NO USED OIL PROCESSOR: NO USED OIL FUEL MARKETER TO BURNER: NO SPECIFICATION USED OIL MARKETER: NO USED OIL TRANSPORTER: NO COMPLIANCE, MONITORING AND ENFORCEMENT INFORMATION EVALUATIONS - NO EVALUATIONS REPORTED - VIOLATIONS - NO VIOLATIONS REPORTED - ENFORCEMENTS -NO ENFORCEMENTS REPORTED - HAZARDOUS WASTE D001 IGNITABLE WASTE D018 BENZENE Ge Search www.geo-search.com 888-396-0042 Order# 128121 Job#299216 F, --getf • •ii a item Resource Conservation & Recovery Act - Non -Generator (RCRANGR04) UNIVERSAL WASTE - NO UNIVERSAL WASTE REPORTED - CORRECTIVE ACTION AREA - NO CORRECTIVE ACTION AREA INFORMATION REPORTED - CORRECTIVE ACTION EVENT NO CORRECTIVE ACTION EVENT(S) REPORTED Back to Report Summary Ge Sear..rh www.geo-search.com 888-396-0042 Order# 128121 Job#299216 --9Pof • •ii ma item ni. Underground Storage Tanks (UST) MAP ID# 5 Distance from Property: 0.073 mi. (385 ft.) N Elevation: 19 ft. (Lower than TP) FACILITY INFORMATION FACILITY ID: 9700577 FACILITY NAME: 7 ELEVEN STORE #34829 ADDRESS: 764 N US HWY 1 TEQUESTA , FL 33465 COUNTY: PALM BEACH TYPE: A -RETAIL STATION STATUS: OPEN CONTACT: MILEI AVILES /DAVID PETERSEN PHONE: 4072476750 Florida Oculus Some records may not have additional documentation available from the Oculus Website TAN K IN FORMATION (NOTE: CONSTRUCTION. PIPING, AND MONITORING INFO NOT SHOWN FOR CLOSED TANKS) TANK#: SIZE: CONTENT: INSTALLED: PLACEMENT: STATUS/DATE: 1 12000 UNLEADED GAS 1-FEB-97 UNDERGROUND IN SERVICE/1-FEB-97 2 12000 UNLEADED GAS 1-FEB-97 UNDERGROUND IN SERVICE/1-FEB-97 3 10000 VEHICULAR DIESEL 1-FEB-97 UNDERGROUND IN SERVICE/1-FEB-97 TANK CONSTRUCTION INFORMATION 1 A - BALL CHECK VALVE 1 E - FIBERGLASS 1 1 - DOUBLE WALL 1 M - SPILL CONTAINMENT BUCKET 1 N - FLOW SHUT-OFF 1 O -TIGHT FILL 1 P - LEVEL GAUGES/ALARMS 2 A - BALL CHECK VALVE 2 E - FIBERGLASS 2 1 - DOUBLE WALL 2 M - SPILL CONTAINMENT BUCKET 2 N - FLOW SHUT-OFF 2 O -TIGHT FILL 2 P - LEVEL GAUGES/ALARMS 3 A - BALL CHECK VALVE 3 E - FIBERGLASS 3 1 - DOUBLE WALL 3 M - SPILL CONTAINMENT BUCKET 3 N - FLOW SHUT-OFF 3 O -TIGHT FILL 3 P - LEVEL GAUGES/ALARMS TANK PIPING INFORMATION TANK#: PIPING: 1 C - FIBERGLASS Ge Search www.geo-search.com 888-396-0042 Order# 128121 Job#299216Pof ' w a item ni. Underground Storage Tanks (UST) 1 F - DOUBLE WALL 1 J - PRESSURIZED PIPING SYSTEM 1 K - DISPENSER LINERS 2 C - FIBERGLASS 2 F - DOUBLE WALL 2 J - PRESSURIZED PIPING SYSTEM 2 K - DISPENSER LINERS 3 C - FIBERGLASS 3 F - DOUBLE WALL 3 J - PRESSURIZED PIPING SYSTEM 3 K - DISPENSER LINERS TANK MONITORING INFORMATION TANK#: MONITORING: 1 F - MONITOR DBL WALL TANK SPACE 1 K - MONITOR DBL WALL PIPE SPACE 1 G - ELECTRONIC LINE LEAK DETECTOR 1 L - AUTOMATIC TANK GAUGING - USTS 1 1 - CONTINUOUS ELECTRONIC SENSING 1 2 - VISUAL INSPECT PIPE SUMPS 1 3 - ELECTRONIC MONITOR PIPE SUMPS 1 5 - ELECTRONIC MONITOR DISPENSER LINERS 2 F - MONITOR DBL WALL TANK SPACE 2 K - MONITOR DBL WALL PIPE SPACE 2 G - ELECTRONIC LINE LEAK DETECTOR 2 L - AUTOMATIC TANK GAUGING - USTS 2 1 - CONTINUOUS ELECTRONIC SENSING 2 2 - VISUAL INSPECT PIPE SUMPS 2 3 - ELECTRONIC MONITOR PIPE SUMPS 2 5 - ELECTRONIC MONITOR DISPENSER LINERS 3 F - MONITOR DBL WALL TANK SPACE 3 K - MONITOR DBL WALL PIPE SPACE 3 G - ELECTRONIC LINE LEAK DETECTOR 3 L - AUTOMATIC TANK GAUGING - USTS 3 1 - CONTINUOUS ELECTRONIC SENSING 3 2 - VISUAL INSPECT PIPE SUMPS 3 3 - ELECTRONIC MONITOR PIPE SUMPS 3 5 - ELECTRONIC MONITOR DISPENSER LINERS OWNER INFORMATION OWNER NAME: 7-ELEVEN INC -GASOLINE COMP DEPT 0148 OWNER ADDRESS: PO BOX 711 DALLAS TX 75221 REGULATED MINERAL ACID TANKS INFORMATION - NO MINERAL ACID TANKS INFORMATION REPORTED DISCHARGE INFORMATION - NO DISCHARGE INFORMATION REPORTED Ge Search www.geo-search.com 888-396-0042 Order# 128121 Job#299216 EQPof • •ii a item ni. Underground Storage Tanks (UST) Back to Report Summary Ge Search www.,geo-search.com 888-396-0042 Order# 128121 Job#299216 agPof 4 ma item ni. Registered Leaking Storage Tanks (LUAST) MAP ID# 6 Distance from Property: 0.093 mi. (491 ft.) ENE Elevation: 7 ft. (Lower than TP) FACILITY INFORMATION GEOSEARCH ID: 9601196LUAST FACILITY ID: 9601196 FACILITY NAME: BROADVIEW CONDOMINIUM ADDRESS: N 100 INTRACOASTAL PLACE TEQUESTA , FL 33469-2305 PALM BEACH COUNTY FACILITY STATUS: CLOSED FACILITY TYPE: C - FUEL USER/NON-RETAIL FACILITY PHONE: (561)744-3950 FACILITY CLEANUP RANK: NOT REPORTED DISTRICT: SOUTHEAST DISTRICT SCORE: 60 SCORE EFFECTIVE DATE: 2/26/1999 SCORE WHEN RANKED: NOT REPORTED OPERATOR: TONY ARCURI NAME CHANGED: NOT REPORTED ADDRESS CHANGED: NOT REPORTED Florida Oculus Some records may not have additional documentation available from the Oculus Website RESPONSIBLE PARTY NAME: BROADVIEW CONDOMINIUM ASSOCIATION INC ADDRESS: PO BOX 3132 TEQUESTA , FL 33469 CONTACT: HELEN DRUCE PHONE: (407)746-5573 CONTAMINATED MEDIA INFORMATION DISCHARGE DATE: 9/22/1998 CLEANUP REQUIRED: R -CLEANUP REQUIRED CLEANUP WORK STATUS: COMPLETED INFORMATION SOURCE: D - DISCHARGE NOTIFICATION SITE MANAGER: JOHNSON Z SCORE: 60 RANK: NOT REPORTED CONTAMINATED DRINKING WELLS: NOT REPORTED CONTAMINATED MONITORING WELLS: YES CONTAMINATED SOIL: YES CONTAMINATED SURFACE WATER: NOT REPORTED CONTAMINATED GROUNDWATER: YES POLLUTANT: G - EMERG GENERATOR DIESEL OTHER DESCRIPTION: NOT REPORTED GALLONS DISCHARGED: NOT REPORTED TASK INFORMATION CLEANUP STATUS: NFA - NFA COMPLETE CLEANUP STATUS DATE: 12/12/2001 TANK OFFICE: PCTM2 -PETROLEUM CLEANUP TEAM 2 OTHER SOURCE: NOT REPORTED SITE MANAGER END DATE: 5/9/2002 SCORE EFFECTIVE DATE: 2/26/1999 Ge Search www.geo-search.com 888-396-0042 Order# 128121 Job#299216Pof • •ii w a item ni. Registered Leaking Storage Tanks (LUAST) SOURCE REMOVAL (SR) TASK ID: NOT REPORTED SR COMPLETION DATE: NOT REPORTED SR CLEANUP RESPONSIBLE: - SR SOIL REMOVAL: NOT REPORTED SR FREE PRODUCT REMOVAL: NOT REPORTED SR SOIL TREATMENT: NOT REPORTED SR SOIL TONNAGE REMOVED: NOT REPORTED SR SOIL TREATMENT: NOT REPORTED SR OTHER TREATMENT: NOT REPORTED SITE ASSESSMENT (SA) TASK ID: 69449 SA COMPLETION DATE: NOT REPORTED SA CLEANUP RESPONSIBLE: - SA FUNDING ELIGIBILITY TYPE: - SA ACTUAL COST: NOT REPORTED SA PAYMENT DATE: NOT REPORTED SITE REHABILITATION COMPLETION (SRC) ACTION TYPE: NFA-REMEDIATION ACTION PLAN (RAP) TASK ID: NOT REPORTED NO FURTHER ACTION SRC SUBMIT DATE: 12-21-2000 RAP COMPLETION DATE: NOT REPORTED SRC REVIEW DATE: 02-19-2001 RAP CLEANUP RESPONSIBLE: - SRC ISSUE DATE: 12-12-2001 SRC COMPLETION STATUS: A - APPROVED REMEDIATION ACTION (RA) TASK ID: 63412 SRC COMPLETION STATUS DATE: 12-04-2001 RA CLEANUP RESPONSIBLE: - SRC COMMENTS: NOT REPORTED DISCHARGE CLEANUP SUMMARY DISCHARGE DATE: 9/22/1998 CLEANUP REQUIRED: R - CLEANUP REQUIRED DISCHARGE CLEANUP STATUS: NFA - NFA COMPLETE DISCHARGE CLEANUP DATE: 12/12/2001 CLEANUP WORK STATUS: COMPLETED INFORMATION SOURCE: D - DISCHARGE NOTIFICATION OTHER SOURCE: NOT REPORTED SCORE: 60 SCORE EFFECTIVE DATE: 2/26/1999 RANK: NOT REPORTED TANK OFFICE: PCTM2 - PETROLEUM CLEANUP TEAM 2 Back to Report Summary Ge Search www.geo-search.com 888-396-0042 Order# 128121 Job#299216Pof • •ii ma item ni. Underground Storage Tanks (UST) MAP ID# 6 Distance from Property: 0.093 mi. (491 ft.) ENE Elevation: 7 ft. (Lower than TP) FACILITY INFORMATION FACILITY ID: 9601196 FACILITY NAME: BROADVIEW CONDOMINIUM ADDRESS: N 100 INTRACOASTAL PLACE TEQUESTA , FL 33469 COUNTY: PALM BEACH TYPE: C-FUEL USER/NON-RETAIL STATUS:CLOSED CONTACT: HELEN DRUCE PHONE: 5617443950 Florida Oculus Some records may not have additional documentation available from the Oculus Website TAN K IN FORMATION (NOTE: CONSTRUCTION. PIPING, AND MONITORING INFO NOT SHOWN FOR CLOSED TANKS) TANK#: SIZE: CONTENT: INSTALLED: PLACEMENT: STATUS/DATE: 1 1000 EMERG GENERATOR DIESEL 1-JAN-77 UNDERGROUND REMOVED FROM SITE/1-SEP-98 TANK CONSTRUCTION INFORMATION - NO CONSTRUCTION INFORMATION REPORTED TANK PIPING INFORMATION - NO PIPING INFORMATION REPORTED TANK MONITORING INFORMATION - NO MONITORING INFORMATION REPORTED OWNER INFORMATION OWNER NAME: BROADVIEW CONDOMINIUM ASSOCIATION INC OWNER ADDRESS: PO BOX 3132 TEQUESTA FL 33469 REGULATED MINERAL ACID TANKS INFORMATION - NO MINERAL ACID TANKS INFORMATION REPORTED DISCHARGE INFORMATION DATE: DESCRIPTION: SCORE: SCORE DATE 9/22/1998 CLEANUP REQUIRED 60 2/26/1999 Back to Report Summary STATUS DESCRIPTION: STATUS DATE: NFA COMPLETE 12/12/2001 Ge Search www.geo-search.com 888-396-0042 Order# 128121 Job#299216 E'lGPof ma item ni. Aboveground Storage Tanks (AST) MAP ID# 7 Distance from Property: 0.116 mi. (612 ft.) SSW Elevation: 17 ft. (Lower than TP) FACILITY INFORMATION FACILITY ID: 9816567 FACILITY NAME: BROOKDALE TEQUESTA ADDRESS: 211 VILLAGE BLVD TEQUESTA , FL 33469 COUNTY: PALM BEACH TYPE: C-FUEL USER/NON-RETAIL STATUS: OPEN CONTACT: MICHAEL KOEPKE PHONE: NOT REPORTED Florida Oculus Some records may not have additional documentation available from the Oculus Website TAN K IN FORMATION (NOTE: CONSTRUCTION. PIPING, AND MONITORING INFO NOT SHOWN FOR CLOSED TANKS) TANK#: SIZE: CONTENT: INSTALLED: PLACEMENT: STATUS/DATE: 58678 1065 EMERG GENERATOR DIESEL 1-SEP-18 ABOVEGROUND IN SERVICE/28-SEP-18 TANK CONSTRUCTION INFORMATION TANK#: CONSTRUCTION: 58678 C - STEEL 58678 1 - DOUBLE WALL 58678 M - SPILL CONTAINMENT BUCKET 58678 N - FLOW SHUT-OFF 58678 O -TIGHT FILL 58678 P - LEVEL GAUGES/ALARMS TANK PIPING INFORMATION TANK#: PIPING: 58678 Y - UNKNOWN TANK MONITORING INFORMATION TANK#: MONITORING: 58678 Q - VISUAL INSPECTION OF ASTS 58678 F - MONITOR DBL WALL TANK SPACE OWNER INFORMATION OWNER NAME: BROOKDALE SENIOR LIVING OWNER ADDRESS: SUITE 2300 MILWAUKEE WI 53214 REGULATED MINERAL ACID TANKS INFORMATION - NO MINERAL ACID TANKS INFORMATION REPORTED DISCHARGE INFORMATION - NO DISCHARGE INFORMATION REPORTED Back to Report Summary Ge Search www.geo-search.com 888-396-0042 Order# 128121 Job#299216Pof ma item ni. Aboveground Storage Tanks (AST) MAP ID# 8 Distance from Property: 0.117 mi. (618 ft.) W Elevation: 13 ft. (Lower than TP) FACILITY INFORMATION FACILITY ID: 9300158 FACILITY NAME: TEQUESTA VILLAGE-WTP ADDRESS: 901 N OLD DIXIE HWY TEQUESTA , FL 33469 COUNTY: PALM BEACH TYPE: H-LOCAL GOVERNMENT STATUS: OPEN CONTACT: SAM HEADY PHONE: 5617680490 Florida Oculus Some records may not have additional documentation available from the Oculus Website TAN K IN FORMATION (NOTE: CONSTRUCTION. PIPING, AND MONITORING INFO NOT SHOWN FOR CLOSED TANKS) TANK#: SIZE: CONTENT: INSTALLED: PLACEMENT: STATUS/DATE: 1 1000 AMMONIA COMPOUND 1-AUG-90 ABOVEGROUND IN SERVICE/NR 3 1000 EMERG GENERATOR DIESEL 1-MAR-93 ABOVEGROUND IN SERVICE/NR 4 8000 EMERG GENERATOR DIESEL 1-JUN-00 ABOVEGROUND IN SERVICE/1-JUN-00 5 4300 MINERAL ACID 1-JUN-99 ABOVEGROUND IN SERVICE/1-JUN-99 6 220 MINERAL ACID 1-JUN-99 ABOVEGROUND IN SERVICE/1-JUN-99 TANK CONSTRUCTION INFORMATION I1/\►I:E'�Giel►611d•1•0rIM01 3 M - SPILL CONTAINMENT BUCKET 3 P - LEVEL GAUGES/ALARMS 3 R - DOUBLE WALL - TANK JACKET 4 C - STEEL 4 1 - DOUBLE WALL 4 M - SPILL CONTAINMENT BUCKET 4 P - LEVEL GAUGES/ALARMS 5 1 - DOUBLE WALL 5 K -AST CONTAINMENT 5 Q - DEP APPROVED PROTECTION 5 Y- POLYETHYLENE 6 1 - DOUBLE WALL 6 K -AST CONTAINMENT 6 Q - DEP APPROVED PROTECTION 6 Y- POLYETHYLENE TANK PIPING INFORMATION TANK#: PIPING: 3 M - DOUBLE WALL - PIPE JACKET 3 Z - DEP APPROVED PIPING 4 A - ABV, NO SOIL CONTACT 4 Z - DEP APPROVED PIPING 5 A - ABV, NO SOIL CONTACT Ge Search www.geo-search.com 888-396-0042 Order# 128121 Job#299216 F, --ePof w a item ni. Aboveground Storage Tanks (AST) 5 G - PIPE TRENCH LINER 5 J - PRESSURIZED PIPING SYSTEM 5 Z - DEP APPROVED PIPING 6 A - ABV, NO SOIL CONTACT 6 G - PIPE TRENCH LINER 6 J - PRESSURIZED PIPING SYSTEM 6 Z - DEP APPROVED PIPING TANK MONITORING INFORMATION TANK#: MONITORING: 3 F - MONITOR DBL WALL TANK SPACE 3 Q - VISUAL INSPECTION OF ASTS 4 F - MONITOR DBL WALL TANK SPACE 4 Q - VISUAL INSPECTION OF ASTS 5 Q - VISUAL INSPECTION OF ASTS 5 F - MONITOR DBL WALL TANK SPACE 5 2 - VISUAL INSPECT PIPE SUMPS 5 6 - EXTERNAL PIPING MONITORING 6 Q - VISUAL INSPECTION OF ASTS 6 F - MONITOR DBL WALL TANK SPACE 6 2 - VISUAL INSPECT PIPE SUMPS 6 6 - EXTERNAL PIPING MONITORING OWNER INFORMATION OWNER NAME: TEQUESTA VILLAGE WTR DEPT OWNER ADDRESS: NOT REPORTED JUPITER FL 33469 REGULATED MINERAL ACID TANKS INFORMATION TANK #: MINERAL ACID: 6 YES 6 YES 5 YES 6 YES 5 YES 6 YES 5 YES 5 YES DISCHARGE INFORMATION - NO DISCHARGE INFORMATION REPORTED Back to Report Summary Ge Search www.geo-search.com 888-396-0042 Order# 128121 Job#299216Pof • •ii ma item 411. National Pollutant Discharge Elimination System Facilities (NPDES) MAP ID# 8 Distance from Property: 0.117 mi. (618 ft.) W Elevation: 13 ft. (Lower than TP) FACILITY INFORMATION FACILITY ID: FLR10SK89 FACILITY NAME: TEQUESTA WTP UPGRADES ADDRESS: 901 OLD DIXIE HWY TEQUESTA,FL COUNTY: PALM BEACH FACILITY DETAILS FACILITY TYPE: CONSTRUCTION STORMWATER GP STATUS: ACTIVE OWNERSHIP: PRIVATE COMPANY NAME: FLORIDA DESIGN CONTRACTORS RELATED PARTY NAME: RALPH COSME, PMTE RELATED PARTY ADDRESS: 1326 S KILLIAN DR LAKE PARK FL 33403-1919 RELATED PARTY PHONE: 5612752283 RELATED PARTY EMAIL: RCOSME@FLORIDADESIGNCONTRACTORS.COM PERMIT TYPE: GENERIC PERMIT DATE OF ISSUE: 1/27/2019 DATE OF EXPIRATION: 1/26/2024 NATURE OF BUSINESS: NOT REPORTED TREATMENT: NOT REPORTED CAPACITY: NOT REPORTED DOMESTIC WASTEWATER FACILITY CLASS: NOT REPORTED OFFICE: NOT REPORTED Back to Report Summary Ge Search www.geo-search.com 888-396-0042 Order# 128121 Job#299216Pof • •ii ma item ni. Underground Storage Tanks (UST) MAP ID# 8 Distance from Property: 0.117 mi. (618 ft.) W Elevation: 13 ft. (Lower than TP) FACILITY INFORMATION FACILITY ID: 9300158 FACILITY NAME: TEQUESTA VILLAGE-WTP ADDRESS: 901 N OLD DIXIE HWY TEQUESTA , FL 33469 COUNTY: PALM BEACH TYPE: H-LOCAL GOVERNMENT STATUS: OPEN CONTACT: SAM HEADY PHONE: 5617680490 Florida Oculus Some records may not have additional documentation available from the Oculus Website TAN K IN FORMATION (NOTE: CONSTRUCTION. PIPING, AND MONITORING INFO NOT SHOWN FOR CLOSED TANKS) TANK#: SIZE: CONTENT: INSTALLED: PLACEMENT: STATUS/DATE: 2 550 EMERG GENERATOR DIESEL NOT REPORTED UNDERGROUND REMOVED FROM SITE/31-MAR-93 TANK CONSTRUCTION INFORMATION TANK#: CONSTRUCTION: 3 M - SPILL CONTAINMENT BUCKET 3 P - LEVEL GAUGES/ALARMS 3 R - DOUBLE WALL - TANK JACKET 4 C - STEEL 4 1 - DOUBLE WALL 4 M - SPILL CONTAINMENT BUCKET 4 P - LEVEL GAUGES/ALARMS 5 1 - DOUBLE WALL 5 K -AST CONTAINMENT 5 Q - DEP APPROVED PROTECTION 5 Y- POLYETHYLENE 6 1 - DOUBLE WALL 6 K -AST CONTAINMENT 6 Q - DEP APPROVED PROTECTION 6 Y- POLYETHYLENE TANK PIPING INFORMATION TANK#: PIPING: 3 M - DOUBLE WALL - PIPE JACKET 3 Z - DEP APPROVED PIPING 4 A - ABV, NO SOIL CONTACT 4 Z - DEP APPROVED PIPING 5 A - ABV, NO SOIL CONTACT 5 G - PIPE TRENCH LINER 5 J - PRESSURIZED PIPING SYSTEM 5 Z - DEP APPROVED PIPING 6 A - ABV, NO SOIL CONTACT Ge Search www.geo-search.com 888-396-0042 Order# 128121 Job#299216 40f ' w a item ni. Underground Storage Tanks (UST) 6 G - PIPE TRENCH LINER 6 J - PRESSURIZED PIPING SYSTEM 6 Z - DEP APPROVED PIPING TANK MONITORING INFORMATION TANK#: MONITORING: 3 F - MONITOR DBL WALL TANK SPACE 3 Q - VISUAL INSPECTION OF ASTS 4 F - MONITOR DBL WALL TANK SPACE 4 Q - VISUAL INSPECTION OF ASTS 5 Q - VISUAL INSPECTION OF ASTS 5 F - MONITOR DBL WALL TANK SPACE 5 2 - VISUAL INSPECT PIPE SUMPS 5 6 - EXTERNAL PIPING MONITORING 6 Q - VISUAL INSPECTION OF ASTS 6 F - MONITOR DBL WALL TANK SPACE 6 2 - VISUAL INSPECT PIPE SUMPS 6 6 - EXTERNAL PIPING MONITORING OWNER INFORMATION OWNER NAME: TEQUESTA VILLAGE WTR DEPT OWNER ADDRESS: 345 TEQUESTA DR JUPITER FL 33469 REGULATED MINERAL ACID TANKS INFORMATION TANK #: MINERAL ACID: 6 YES 6 YES 5 YES 6 YES 5 YES 6 YES 5 YES 5 YES DISCHARGE INFORMATION - NO DISCHARGE INFORMATION REPORTED Back to Report Summary Ge Search www.geo-search.com 888-396-0042 Order# 128121 Job#299216Pof • •ii ma item ni. Resource Conservation & Recovery Act - Generator (RCRAGR04) MAP ID# 9 Distance from Property: 0.122 mi. (644 ft.) N Elevation: 19 ft. (Lower than TP) FACILITY INFORMATION EPA ID#: FLR000078592 OWNER TYPE: PRIVATE NAME: INTERMARINE OWNER NAME: NON NOTIFIER ADDRESS: 19157 SE FEDERAL HWY OPERATOR TYPE: NOT REPORTED JUPITER, FL 33469-1711 OPERATOR NAME: NOT REPORTED CONTACT NAME: MARC THIBAULT CONTACT ADDRESS: 19157 SE FEDERAL HWY JUPITER FL 33469-1711 CONTACT PHONE: 561-747-0005 NON-NOTIFIER: NON-NOTIFIER DATE RECEIVED BY AGENCY: 07/19/2001 CERTIFICATION - NO CERTIFICATION REPORTED - INDUSTRY CLASSIFICATION (NAILS) - NO NAICS INFORMATION REPORTED - CURRENT ACTIVITY INFORMATION GENERATOR STATUS: CONDITIONALLY EXEMPT SMALL QUANTITY GENERATOR LAST UPDATED DATE: 06/23/2011 SUBJECT TO CORRECTIVE ACTION UNIVERSE: NO TDSFs POTENTIALLY SUBJECT TO CORRECTIVE ACTION UNDER 3004 (u)/(v) UNIVERSE: NO TDSFs ONLY SUBJECT TO CORRECTIVE ACTION UNDER DISCRETIONARY AUTHORITIES UNIVERSE: NO NON TSDFs WHERE RCRA CORRECTIVE ACTION HAS BEEN IMPOSED UNIVERSE: NO CORRECTIVE ACTION WORKLOAD UNIVERSE: NO IMPORTER: NO MIXED WASTE GENERATOR: NO RECYCLER: NO TRANSPORTER: NO ONSITE BURNER EXEMPTION: NO FURNACE EXEMPTION: NO USED OIL REFINER: NO USED OIL TRANSFER FACILITY: NO UNDERGROUND INJECTION: NO UNIVERSAL WASTE DESTINATION FACILITY: NO TRANSFER FACILITY: NO USED OIL FUEL BURNER: NO USED OIL PROCESSOR: NO USED OIL FUEL MARKETER TO BURNER: NO SPECIFICATION USED OIL MARKETER: NO USED OIL TRANSPORTER: NO COMPLIANCE, MONITORING AND ENFORCEMENT INFORMATION EVALUATIONS 07/19/2001 CEI COMPLIANCE EVALUATION INSPECTION ON -SITE VIOLATIONS 07/19/2001 261.A LISTING -GENERAL 07/19/2001 279.0 USED OIL - GENERATORS ENFORCEMENTS 07/19/2001 105 NOT REPORTED HAZARDOUS WASTE - NO HAZARDOUS WASTE INFORMATION REPORTED - UNIVERSAL WASTE - NO UNIVERSAL WASTE REPORTED - CORRECTIVE ACTION AREA - NO CORRECTIVE ACTION AREA INFORMATION REPORTED - Ge Search www.geo-search.com 888-396-0042 Order# 128121 Job#299216 40f • •ii a item ni. Resource Conservation & Recovery Act - Generator (RCRAGR04) CORRECTIVE ACTION EVENT NO CORRECTIVE ACTION EVENT(S) REPORTED Back to Report Summary Ge Search www.,geo-search.com 888-396-0042 Order# 128121 Job#299216 49Pof ma item ni. Dry Cleaners (CLEANERS) MAP ID# 10 Distance from Property: 0.136 mi. (718 ft.) S Elevation: 21 ft. (Lower than TP) FACILITY INFORMATION FACILITY ID: 9500440 FACILITY NAME: IVORY DRY CLEANERS ADDRESS: 632 N US HWY 1 TEQUESTA , FL 33469 COUNTY: NOT REPORTED CONTACT NAME: SID VORA CONTACT PHONE: (561)746-7966 FACILITY STATUS: OPEN RELATED PARTY RELATED PARTY ID: 59817 PRIMARY RELATED PARTY ROLE: TANK OPERATOR RELATED PARTY NAME: VORA, SID RELATED PARTY ADDRESS: 182 S HAMPTON DR, JUPITER , FL 33458 RELATED PHONE: (561)575-7817 START DATE: 5/22/2006 RELATED PARTY ID: 59817 PRIMARY RELATED PARTY ROLE: ACCOUNT OWNER RELATED PARTY NAME: VORA, SID RELATED PARTY ADDRESS: 182 S HAMPTON DR, JUPITER , FL 33458 RELATED PHONE: (561)575-7817 START DATE: 5/22/2006 RELATED PARTY ID: 59818 PRIMARY RELATED PARTY ROLE: PROPERTY OWNER RELATED PARTY NAME: TAM WEST REALTY CO RELATED PARTY ADDRESS: 564 US HIGHWAY 1 NORTH, JUPITER , FL 33458 RELATED PHONE: (561)747-7033 START DATE: 5/22/2006 RELATED PARTY ID: 59817 PRIMARY RELATED PARTY ROLE: FACILITY OWNER RELATED PARTY NAME: VORA, SID RELATED PARTY ADDRESS: 182 S HAMPTON DR, JUPITER , FL 33458 RELATED PHONE: (561)575-7817 START DATE: 1/30/2007 Back to Report Summary Ge Search www.geo-search.com 888-396-0042 Order# 128121 Job#299216Pof ma item ni. Drycleaning Solvent Program Cleanup Sites (CLEANUPS) MAP ID# 10 Distance from Property: 0.136 mi. (718 ft.) S Elevation: 21 ft. (Lower than TP) FACILITY INFORMATION SITE ID: 000509500440 EPA ID: NOT REPORTED ERIC ID: ERIC 5095 FACILITY NAME: COUNTY LINE CLEANERS ADDRESS: 632 N US HIGHWAY 1 TEQUESTA,FL COUNTY: PALM BEACH DISTRICT: SOUTHEAST PROGRAM: DRYCLEANING STATUS: ONHOLD MANAGER: NOT REPORTED OPERATION: DRYCLEANER CLEANUP SITE DEP Facility/Site Details and Associated Documents Back to Report Summary Ge Search www.geo-search.com 888-396-0042 Order# 128121 Job#299216 49Pof • •ii ma item ni. Historical Dry Cleaners (HISTCLEANERS) MAP ID# 10 Distance from Property: 0.136 mi. (718 ft.) S Elevation: 21 ft. (Lower than TP) FACILITY INFORMATION GS ID: 9500440HIST FACILITY ID: 9500440 FACILITY NAME: IVORY DRY CLEANERS ADDRESS: 632 N US HWY 1 TEQUESTA , FL 33469 TANK VESSEL INDICATOR: DRUM FACILITY DETAILS PLACEMENT: ABOVEGROUND TANK STATUS: IN SERVICE SUBSTANCES: TETRACHLOROETHYLENE QUANTITY (GALLONS): NOT REPORTED Back to Report Summary Ge Search www.geo-search.com 888-396-0042 Order# 128121 Job#299216 -Pof • •ii ma item ni. Aboveground Storage Tanks (AST) MAP ID# 11 Distance from Property: 0.217 mi. (1,146 ft.) W Elevation: 16 ft. (Lower than TP) FACILITY INFORMATION FACILITY ID: 9812058 FACILITY NAME: COMCAST TEQUESTA HUBSITE ADDRESS: 961 OLD DIXIE HWY TEQUESTA , FL 33469 COUNTY: PALM BEACH TYPE: C-FUEL USER/NON-RETAIL STATUS: OPEN CONTACT: GREG GOODE PHONE: 9548686341 Florida Oculus Some records may not have additional documentation available from the Oculus Website TAN K IN FORMATION (NOTE: CONSTRUCTION. PIPING, AND MONITORING INFO NOT SHOWN FOR CLOSED TANKS) TANK#: SIZE: CONTENT: INSTALLED: PLACEMENT: STATUS/DATE: 1 570 EMERG GENERATOR DIESEL 1-OCT-08 ABOVEGROUND IN SERVICE/1-OCT-08 TANK CONSTRUCTION INFORMATION TANK#: CONSTRUCTION: 1 C - STEEL 1 1 - DOUBLE WALL 1 M - SPILL CONTAINMENT BUCKET 1 P - LEVEL GAUGES/ALARMS TANK PIPING INFORMATION TANK#: PIPING: 1 A - ABV, NO SOIL CONTACT TANK MONITORING INFORMATION TANK#: MONITORING: 1 F - MONITOR DBL WALL TANK SPACE 1 Q - VISUAL INSPECTION OF ASTS OWNER INFORMATION OWNER NAME: COMCAST OWNER ADDRESS: ATTN: FACILITIES FORT LAUDERDALE FL 33325 REGULATED MINERAL ACID TANKS INFORMATION - NO MINERAL ACID TANKS INFORMATION REPORTED DISCHARGE INFORMATION - NO DISCHARGE INFORMATION REPORTED Back to Report Summary Ge Search www.geo-search.com 888-396-0042 Order# 128121 Job# 299216 Pagqf ma item ni. Aboveground Storage Tanks (AST) MAP ID# 12 Distance from Property: 0.24 mi. (1,267 ft.) S Elevation: 22 ft. (Lower than TP) FACILITY INFORMATION FACILITY ID: 9804305 FACILITY NAME: TEQUESTA TERRACE ADDRESS: 400 N US HWY 1 TEQUESTA , FL 33469 COUNTY: PALM BEACH TYPE: C-FUEL USER/NON-RETAIL STATUS: OPEN CONTACT: SHAWN GIBBONS PHONE: 5612076500 Florida Oculus Some records may not have additional documentation available from the Oculus Website TAN K IN FORMATION (NOTE: CONSTRUCTION. PIPING, AND MONITORING INFO NOT SHOWN FOR CLOSED TANKS) TANK#: SIZE: CONTENT: INSTALLED: PLACEMENT: STATUS/DATE: 1 600 EMERG GENERATOR DIESEL 1-OCT-01 ABOVEGROUND IN SERVICE/1-AUG-04 2 3533 EMERG GENERATOR DIESEL 1-FEB-19 ABOVEGROUND IN SERVICE/1-FEB-19 TANK CONSTRUCTION INFORMATION 11/\01114E�6161►611:111419I ]► 1 C - STEEL 1 1 - DOUBLE WALL 1 M - SPILL CONTAINMENT BUCKET 1 P - LEVEL GAUGES/ALARMS 2 C - STEEL 2 1 - DOUBLE WALL 2 M - SPILL CONTAINMENT BUCKET 2 P - LEVEL GAUGES/ALARMS TANK PIPING INFORMATION TANK#: PIPING: 1 A - ABV, NO SOIL CONTACT 2 A - ABV, NO SOIL CONTACT 2 B - STEEL/GALVANIZED METAL 2 D - EXTERNAL PROTECTIVE COATING 2 F - DOUBLE WALL TANK MONITORING INFORMATION TANK#: MONITORING: 1 F - MONITOR DBL WALL TANK SPACE 1 Q - VISUAL INSPECTION OF ASTS 2 1 - CONTINUOUS ELECTRONIC SENSING 2 Z - DEP APPROVED MONITORING 2 F - MONITOR DBL WALL TANK SPACE 2 6 - EXTERNAL PIPING MONITORING 2 Q - VISUAL INSPECTION OF ASTS 2 R - MONITOR TANK BOTTOM SPACE Ge Search www.geo-search.com 888-396-0042 Order# 128121 Job#299216 etf a item ni. Aboveground Storage Tanks (AST) OWNER INFORMATION OWNER NAME: TERRACE COMMUNITIES OF TEQUESTA LLC OWNER ADDRESS: NOT REPORTED TEQUESTA FL 33469 REGULATED MINERAL ACID TANKS INFORMATION - NO MINERAL ACID TANKS INFORMATION REPORTED DISCHARGE INFORMATION - NO DISCHARGE INFORMATION REPORTED Back to Report Summary Ge Sear..rh www.geo-search.com 888-396-0042 Order# 128121 Job#299216 f • •ii a item ni. Formerly Used Defense Sites (FUDS) MAP ID# 13 Distance from Property: 0.258 mi. (1,362 ft.) WSW Elevation: 7 ft. (Lower than TP) FUDS #: 104FL0086 FFID: FL9799F4369 NAME: CAMP MURPHY CITY: HOBE SOUND STATE: FL ZI PCODE: 33455 DISTRICT RESPONSIBLE FOR THE FUDS PROPERTY: JACKSONVILLE DISTRICT (SAJ) IS THE PROPERTY HAS ANY CLEANUP UNDER THE MILITARY MUNITIONS RESPONSE PROGRAM (MMRP): NO DESCRIPTION: THE SITE COMPRISED 11,303.81 ACRES LOCATED WEST OF U.S. ROUTE 1, BETWEEN HOBE SOUND AND JUPITER, FLORIDA, AT THE MARTIN AND PALM BEACH COUNTIES LINE. HISTORY: BETWEEN 1942 AND 1943, THE U.S. ACQUIRED THE PROPERTY FOR AN ARMY MILITARY RESERVATION AND TRAINING FACILITY NAMED CAMP MURPHY. THE ARMY CONSTRUCTED A COMPLETE MILITARY RESERVATION, CONSISTING OF APPROXIMATELY 540 BUILDINGS AND STRUCTURES ALONG WITH OTHER MISCELLANEOUS IMPROVEMENTS, SUCH AS ROADS, ELECTRICAL SYSTEMS, WATER AND SEWER SYSTEMS. IN JULY 1942, THE ARMY FOURTH SERVICE COMMAND OPENED THE SOUTHERN SIGNAL CORPS TECHNICAL SCHOOL AND UTILIZED THE SITE TO TEACH RADAR OPERATION AND MAINTENANCE TO SIGNAL CORPS AND COASTAL ARTILLERY PERSONNEL. CAMP MURPHY REMAINED ACTIVE UNTIL 20 NOVEMBER 1944 WHEN ITS FUNCTIONS WERE RELOCATED ELSEWHERE IN THE U.S. BETWEEN APRIL 1945 AND JUNE 1947, THE ARMY DECLARED THE PROPERTY SURPLUS AND CONVEYED THE PROPERTY TO THE FEDERAL FARM MORTGAGE CORPORATION (FFMC) WHO, IN TURN, CONVEYED PORTION OF THE LAND TO THE FLORIDA BOARD OF FORESTRY AND PARKS, STATE OF FLORIDA, AND A PORTION TO PRIVATE OWNERS. THE STATE OF FLORIDA ESTABLISHED THE JONATHAN DICKINSON STATE PARK ON THE MAJORITY OF THE SITE. THE REMAINING AREA HAS BEEN PRIVATELY DEVELOPED. THE PROPERTY CONSISTS OF A BD/DR) PROJECT THAT WAS NOT APPROVED (CONCRETE SLABS, FOUNDATION PIERS, CONCRETE TANK CRADLES, ABANDONED CONCRETE STRUCTURES, VAULTS, WATER TREATMENT PLANT AND WATER WELL) AND A HTRW PROJECT (SOIL CONTAMINATION AT THE FORMER RIFLE SHOOTING RANGE). Back to Report Summary Ge Search www.geo-search.com 888-396-0042 Order# 128121 Job#299216Pof • •ii a item ni. Formerly Used Defense Sites (FUDS) MAP ID# 14 Distance from Property: 0.258 mi. (1,362 ft.) WSW Elevation: 8 ft. (Lower than TP) FUDS #: 104FL0086 FFID: FL9799F4369 NAME: CAMP MURPHY CITY: HOBE SOUND STATE: FL ZI PCODE: 33455 DISTRICT RESPONSIBLE FOR THE FUDS PROPERTY: JACKSONVILLE DISTRICT (SAJ) IS THE PROPERTY HAS ANY CLEANUP UNDER THE MILITARY MUNITIONS RESPONSE PROGRAM (MMRP): NO DESCRIPTION: THE SITE COMPRISED 11,303.81 ACRES LOCATED WEST OF U.S. ROUTE 1, BETWEEN HOBE SOUND AND JUPITER, FLORIDA, AT THE MARTIN AND PALM BEACH COUNTIES LINE. HISTORY: BETWEEN 1942 AND 1943, THE U.S. ACQUIRED THE PROPERTY FOR AN ARMY MILITARY RESERVATION AND TRAINING FACILITY NAMED CAMP MURPHY. THE ARMY CONSTRUCTED A COMPLETE MILITARY RESERVATION, CONSISTING OF APPROXIMATELY 540 BUILDINGS AND STRUCTURES ALONG WITH OTHER MISCELLANEOUS IMPROVEMENTS, SUCH AS ROADS, ELECTRICAL SYSTEMS, WATER AND SEWER SYSTEMS. IN JULY 1942, THE ARMY FOURTH SERVICE COMMAND OPENED THE SOUTHERN SIGNAL CORPS TECHNICAL SCHOOL AND UTILIZED THE SITE TO TEACH RADAR OPERATION AND MAINTENANCE TO SIGNAL CORPS AND COASTAL ARTILLERY PERSONNEL. CAMP MURPHY REMAINED ACTIVE UNTIL 20 NOVEMBER 1944 WHEN ITS FUNCTIONS WERE RELOCATED ELSEWHERE IN THE U.S. BETWEEN APRIL 1945 AND JUNE 1947, THE ARMY DECLARED THE PROPERTY SURPLUS AND CONVEYED THE PROPERTY TO THE FEDERAL FARM MORTGAGE CORPORATION (FFMC) WHO, IN TURN, CONVEYED PORTION OF THE LAND TO THE FLORIDA BOARD OF FORESTRY AND PARKS, STATE OF FLORIDA, AND A PORTION TO PRIVATE OWNERS. THE STATE OF FLORIDA ESTABLISHED THE JONATHAN DICKINSON STATE PARK ON THE MAJORITY OF THE SITE. THE REMAINING AREA HAS BEEN PRIVATELY DEVELOPED. THE PROPERTY CONSISTS OF A BD/DR) PROJECT THAT WAS NOT APPROVED (CONCRETE SLABS, FOUNDATION PIERS, CONCRETE TANK CRADLES, ABANDONED CONCRETE STRUCTURES, VAULTS, WATER TREATMENT PLANT AND WATER WELL) AND A HTRW PROJECT (SOIL CONTAMINATION AT THE FORMER RIFLE SHOOTING RANGE). Back to Report Summary Ge Search www.geo-search.com 888-396-0042 Order# 128121 Job#299216 -'�gPof • •ii ma item ni. Registered Leaking Storage Tanks (LUAST) MAP ID# 15 Distance from Property: 0.378 mi. (1,996 ft.) E Elevation: 8 ft. (Lower than TP) FACILITY INFORMATION GEOSEARCH ID: 9601251LUAST FACILITY ID: 9601251 FACILITY NAME: LANDFALL CONDOMINIUM ADDRESS: 19850 BEACH RD JUPITER , FL 33469 PALM BEACH COUNTY FACILITY STATUS: CLOSED FACILITY TYPE: C - FUEL USER/NON-RETAIL FACILITY PHONE: (561)746-2750 FACILITY CLEANUP RANK: 8060 DISTRICT: SOUTHEAST DISTRICT SCORE: 26 SCORE EFFECTIVE DATE: 10/24/2008 SCORE WHEN RANKED: 11 OPERATOR: WALLY BEGLEY NAME CHANGED: NOT REPORTED ADDRESS CHANGED: 6/6/1997 Florida Oculus Some records may not have additional documentation available from the Oculus Website RESPONSIBLE PARTY NAME: LANDFALL CONDOMINIUM ASSOC INC ADDRESS: 19850 BEACH RD TEQUESTA , FL 33469 CONTACT: WALLY BEGLEY PHONE: (407)746-2750 CONTAMINATED MEDIA INFORMATION DISCHARGE DATE: 5/21/1997 CLEANUP REQUIRED: R -CLEANUP REQUIRED CLEANUP WORK STATUS: COMPLETED INFORMATION SOURCE: D - DISCHARGE NOTIFICATION SITE MANAGER: TARVER D SCORE: 26 RANK: 8060 CONTAMINATED DRINKING WELLS: 0 CONTAMINATED MONITORING WELLS: YES CONTAMINATED SOIL: YES CONTAMINATED SURFACE WATER: NO CONTAMINATED GROUNDWATER: YES POLLUTANT: G - EMERG GENERATOR DIESEL OTHER DESCRIPTION: NOT REPORTED GALLONS DISCHARGED: NOT REPORTED TASK INFORMATION CLEANUP STATUS: NFA - NFA COMPLETE CLEANUP STATUS DATE: 2/13/2017 TANK OFFICE: PCTM5 -PETROLEUM CLEANUP TEAM 5 OTHER SOURCE: NOT REPORTED SITE MANAGER END DATE: 3/8/2017 SCORE EFFECTIVE DATE: 10/24/2008 Ge Search www.geo-search.com 888-396-0042 Order# 128121 Job#299216Pof • •ii w a item ni. Registered Leaking Storage Tanks (LUAST) SOURCE REMOVAL (SR) TASK ID: NOT REPORTED SR COMPLETION DATE: NOT REPORTED SR CLEANUP RESPONSIBLE: - SR SOIL REMOVAL: NOT REPORTED SR FREE PRODUCT REMOVAL: NOT REPORTED SR SOIL TREATMENT: NOT REPORTED SR SOIL TONNAGE REMOVED: NOT REPORTED SR SOIL TREATMENT: NOT REPORTED SR OTHER TREATMENT: NOT REPORTED SITE ASSESSMENT (SA) TASK ID: 93157 SA COMPLETION DATE: NOT REPORTED SA CLEANUP RESPONSIBLE: - SA FUNDING ELIGIBILITY TYPE: - SA ACTUAL COST: NOT REPORTED SA PAYMENT DATE: NOT REPORTED SITE REHABILITATION COMPLETION (SRC) ACTION TYPE: NFA-REMEDIATION ACTION PLAN (RAP) TASK ID: NOT REPORTED NO FURTHER ACTION SRC SUBMIT DATE: 08-31-2016 RAP COMPLETION DATE: NOT REPORTED SRC REVIEW DATE: 10-04-2016 RAP CLEANUP RESPONSIBLE: - SRC ISSUE DATE: 02-13-2017 SRC COMPLETION STATUS: A - APPROVED REMEDIATION ACTION (RA) TASK ID: 94116 SRC COMPLETION STATUS DATE: 02-14-2017 RA CLEANUP RESPONSIBLE: - SRC COMMENTS: NOT REPORTED DISCHARGE CLEANUP SUMMARY DISCHARGE DATE: 5/21/1997 CLEANUP REQUIRED: R - CLEANUP REQUIRED DISCHARGE CLEANUP STATUS: NFA - NFA COMPLETE DISCHARGE CLEANUP DATE: 2/13/2017 CLEANUP WORK STATUS: COMPLETED INFORMATION SOURCE: D - DISCHARGE NOTIFICATION OTHER SOURCE: NOT REPORTED SCORE: 26 SCORE EFFECTIVE DATE: 10/24/2008 RANK: 8060 TANK OFFICE: PCTM5 - PETROLEUM CLEANUP TEAM 5 Back to Report Summary Ge Search www.geo-search.com 888-396-0042 Order# 128121 Job#299216 -,�gPof • •ii ma item ni. Drycleaning Solvent Program Cleanup Sites (CLEANUPS) MAP ID# 16 Distance from Property: 0.49 mi. (2,587 ft.) SSE Elevation: 21 ft. (Lower than TP) FACILITY INFORMATION SITE ID: 000509501228 EPA ID: NOT REPORTED ERIC ID: ERIC 5137 FACILITY NAME: PURITAN DRY CLEANERS ADDRESS: 150 US 1 #20 TEQUESTA,FL COUNTY: PALM BEACH DISTRICT: SOUTHEAST PROGRAM: DRYCLEANING STATUS: ONHOLD MANAGER: NOT REPORTED OPERATION: DRYCLEANER CLEANUP SITE DEP Facility/Site Details and Associated Documents Back to Report Summary Ge Search www.geo-search.com 888-396-0042 Order# 128121 Job#299216 --QPof • •ii ma item ni. Registered Leaking Storage Tanks (LUAST) MAP ID# 17 Distance from Property: 0.496 mi. (2,619 ft.) N Elevation: 8 ft. (Lower than TP) FACILITY INFORMATION GEOSEARCH ID: 8731703LUAST FACILITY ID: 8731703 FACILITY NAME: JUPITER POINTE MARINA ADDRESS: 18701 SE FEDERAL HWY TEQUESTA , FL 33469-1765 MARTIN COUNTY FACILITY STATUS: OPEN FACILITY TYPE: A - RETAIL STATION FACILITY PHONE: (561)746-2600 FACILITY CLEANUP RANK: NOT REPORTED DISTRICT: SOUTHEAST DISTRICT SCORE: 27 SCORE EFFECTIVE DATE: 2/6/2009 SCORE WHEN RANKED: NOT REPORTED OPERATOR: ANNA BENNETT NAME CHANGED: 9/1/2009 ADDRESS CHANGED: NOT REPORTED Florida Oculus Some records may not have additional documentation available from the Oculus Website RESPONSIBLE PARTY NAME: JUPITER POINTE MARINA ADDRESS: 416 CLEMATIS ST WEST PALM BEACH, FL 33401 CONTACT: ROBERT MILLER OR ANNA BENNETT PHONE: (561)746-2600 CONTAMINATED MEDIA INFORMATION DISCHARGE DATE: 9/11/2007 CLEANUP REQUIRED: R -CLEANUP REQUIRED CLEANUP WORK STATUS: COMPLETED INFORMATION SOURCE: D - DISCHARGE NOTIFICATION SITE MANAGER: SUAREZ J SCORE: 27 RANK: NOT REPORTED CONTAMINATED DRINKING WELLS: NOT REPORTED CONTAMINATED MONITORING WELLS: YES CONTAMINATED SOIL: YES CONTAMINATED SURFACE WATER: NO CONTAMINATED GROUNDWATER: YES POLLUTANT: B - UNLEADED GAS OTHER DESCRIPTION: NOT REPORTED GALLONS DISCHARGED: NOT REPORTED CLEANUP STATUS: SRCR - SRCR COMPLETE CLEANUP STATUS DATE: 3/29/2010 TANK OFFICE: PCSED - SED CLEANUP & COMPLIANCE ASSURANCE PROGRAM OTHER SOURCE: NOT REPORTED SITE MANAGER END DATE: 3/29/2010 SCORE EFFECTIVE DATE: 2/6/2009 Ge Search www.geo-search.com 888-396-0042 Order# 128121 Job#299216 --QPof • •ii w a item ni. Registered Leaking Storage Tanks (LUAST) TASK INFORMATION SOURCE REMOVAL (SR) TASK ID: NOT REPORTED SR COMPLETION DATE: NOT REPORTED SR CLEANUP RESPONSIBLE: - SR SOIL REMOVAL: NOT REPORTED SR FREE PRODUCT REMOVAL: NOT REPORTED SR SOIL TREATMENT: NOT REPORTED SR SOIL TONNAGE REMOVED: NOT REPORTED SR SOIL TREATMENT: NOT REPORTED SR OTHER TREATMENT: NOT REPORTED SITE REHABILITATION COMPLETION (SRC) ACTION TYPE SRCR - SITE REHABILITATION COMPLETION REPORT SRC SUBMIT DATE: 01-22-2010 SRC REVIEW DATE: 01-25-2010 SRC ISSUE DATE: 03-29-2010 SRC COMPLETION STATUS: A -APPROVED SRC COMPLETION STATUS DATE: 03-29-2010 SRC COMMENTS: NOT REPORTED DISCHARGE CLEANUP SUMMARY SITE ASSESSMENT (SA) TASK ID: 83794 SA COMPLETION DATE: NOT REPORTED SA CLEANUP RESPONSIBLE: RP - RESPONSIBLE PARTY SA FUNDING ELIGIBILITY TYPE: - SA ACTUAL COST: NOT REPORTED SA PAYMENT DATE: NOT REPORTED REMEDIATION ACTION PLAN (RAP) TASK ID: NOT REPORTED RAP COMPLETION DATE: NOT REPORTED RAP CLEANUP RESPONSIBLE: - REMEDIATION ACTION (RA) TASK ID: 84544 RA CLEANUP RESPONSIBLE: RP - RESPONSIBLE PARTY DISCHARGE DATE: 9/11/2007 CLEANUP REQUIRED: R - CLEANUP REQUIRED DISCHARGE CLEANUP STATUS: SRCR - SRCR COMPLETE DISCHARGE CLEANUP DATE: 3/29/2010 CLEANUP WORK STATUS: COMPLETED INFORMATION SOURCE: D - DISCHARGE NOTIFICATION OTHER SOURCE: NOT REPORTED SCORE: 27 SCORE EFFECTIVE DATE: 2/6/2009 RANK: NOT REPORTED TANK OFFICE: PCSED - SED CLEANUP & COMPLIANCE ASSURANCE PROGRAM Back to Report Summary Ge Search www.geo-search.com 888-396-0042 Order# 128121 Job#299216 1, --aptf • •ii a item ni. Unlocated Sites Summary This list contains sites that could not be mapped due to limited or incomplete address information. No Records Found Ge Sear..rh www.geo-search.com 888-396-0042 Order# 128121 Job#299216 -VPof • •ii Age a item . Environmental Records Definitions - FEDERAL AIRSAFS Aerometric Information Retrieval System / Air Facility Subsystem VERSION DATE: 10/20/14 The United States Environmental Protection Agency (EPA) modified the Aerometric Information Retrieval System (AIRS) to a database that exclusively tracks the compliance of stationary sources of air pollution with EPA regulations: the Air Facility Subsystem (AFS). Since this change in 2001, the management of the AIRS/AFS database was assigned to EPA's Office of Enforcement and Compliance Assurance. BRS Biennial Reporting System VERSION DATE: 12/31/15 The United States Environmental Protection Agency (EPA), in cooperation with the States, biennially collects information regarding the generation, management, and final disposition of hazardous wastes regulated under the Resource Conservation and Recovery Act of 1976 (RCRA), as amended. The Biennial Report captures detailed data on the generation of hazardous waste from large quantity generators and data on waste management practices from treatment, storage and disposal facilities. Currently, the EPA states that data collected between 1991 and 1997 was originally a part of the defunct Biennial Reporting System and is now incorporated into the RCRAInfo data system. CDL Clandestine Drug Laboratory Locations VERSION DATE: 10/05/17 The U.S. Department of Justice ("the Department") provides this information as a public service. It contains addresses of some locations where law enforcement agencies reported they found chemicals or other items that indicated the presence of either clandestine drug laboratories or dumpsites. In most cases, the source of the entries is not the Department, and the Department has not verified the entry and does not guarantee its accuracy. Members of the public must verify the accuracy of all entries by, for example, contacting local law enforcement and local health departments. The Department does not establish, implement, enforce, or certify compliance with clean-up or remediation standards for contaminated sites; the public should contact a state or local health department or environmental protection agency for that information. DOCKETS EPA Docket Data VERSION DATE: 12/22/05 The United States Environmental Protection Agency Docket data lists Civil Case Defendants, filing dates as far back as 1971, laws broken including section, violations that occurred, pollutants involved, penalties assessed and superfund awards by facility and location. Please refer to ICIS database as source of current data. EC Federal Engineering Institutional Control Sites VERSION DATE: 08/03/15 This database includes site locations where Engineering and/or Institutional Controls have been identified as part GeQSearch www.geo-search.com 888-396-0042 Order# 128121 Job#299216Pof Age a item . Environmental Records Definitions - FEDERAL of a selected remedy for the site as defined by United States Environmental Protection Agency official remedy decision documents. A site listing does not indicate that the institutional and engineering controls are currently in place nor will be in place once the remedy is complete; it only indicates that the decision to include either of them in the remedy is documented as of the completed date of the document. Institutional controls are actions, such as legal controls, that help minimize the potential for human exposure to contamination by ensuring appropriate land or resource use. Engineering controls include caps, barriers, or other device engineering to prevent access, exposure, or continued migration of contamination. The data included in this report was extracted from the final CERCLIS dataset (CERCLIS was a Superfund data system that EPA decommissioned in 2014 following its deployment of the Superfund Enterprise Management System), which represents program progress as of the end of fiscal year 2013. ECHOR04 Enforcement and Compliance History Information VERSION DATE: 03/09/19 The U.S. Environmental Protection Agency's Enforcement and Compliance History Online (ECHO) database, provides compliance and enforcement information for facilities nationwide. This database includes facilities regulated as Clean Air Act stationary sources, Clean Water Act direct dischargers, Resource Conservation and Recovery Act hazardous waste handlers, Safe Drinking Water Act public water systems along with other data, such as Toxics Release Inventory releases. ERNSFL Emergency Response Notification System VERSION DATE: 04/07/19 This National Response Center database contains data on reported releases of oil, chemical, radiological, biological, and/or etiological discharges into the environment anywhere in the United States and its territories. The data comes from spill reports made to the U.S. Environmental Protection Agency, U.S. Coast Guard, the National Response Center and/or the U.S. Department of Transportation. FRSFL Facility Registry System VERSION DATE: 04/05/19 The United States Environmental Protection Agency's Office of Environmental Information (OEI) developed the Facility Registry System (FRS) as the centrally managed database that identifies facilities, sites or places subject to environmental regulations or of environmental interest. The Facility Registry System replaced the Facility Index System or FINDS database. HMIRSR04 Hazardous Materials Incident Reporting System VERSION DATE: 04/14/19 The HMIRS database contains unintentional hazardous materials release information reported to the U.S. Department of Transportation located in EPA Region 4. This region includes the following states: Alabama, Florida, Georgia, Kentucky, Mississippi, North Carolina, South Carolina, and Tennessee. GeQSearch www.,geo-search.com 888-396-0042 Order# 128121 Job#299216 --QPof Age a item 411. Environmental Records Definitions - FEDERAL ICIS Integrated Compliance Information System (formerly DOCKETS) VERSION DATE: 03/09/19 ICIS is a case activity tracking and management system for civil, judicial, and administrative federal Environmental Protection Agency enforcement cases. ICIS contains information on federal administrative and federal judicial cases under the following environmental statutes: the Clean Air Act, the Clean Water Act, the Resource Conservation and Recovery Act, the Emergency Planning and Community Right -to -Know Act - Section 313, the Toxic Substances Control Act, the Federal Insecticide, Fungicide, and Rodenticide Act, the Comprehensive Environmental Response, Compensation, and Liability Act, the Safe Drinking Water Act, and the Marine Protection, Research, and Sanctuaries Act. ICISNPDES Integrated Compliance Information System National Pollutant Discharge Elimination System VERSION DATE: 07/09/17 Authorized by the Clean Water Act, the National Pollutant Discharge Elimination System (NPDES) permit program controls water pollution by regulating point sources that discharge pollutants into waters of the United States. This database is provided by the U.S. Environmental Protection Agency. LUCIS Land Use Control Information System VERSION DATE: 09/01/06 The LUCIS database is maintained by the U.S. Department of the Navy and contains information for former Base Realignment and Closure (BRAC) properties across the United States. MLTS Material Licensing Tracking System VERSION DATE: 06/29/17 MLTS is a list of approximately 8,100 sites which have or use radioactive materials subject to the United States Nuclear Regulatory Commission (NRC) licensing requirements. Disclaimer: Due to agency regulations and policies, this database contains applicant/licensee location information which may or may not be related to the physical location per MLTS site. NPDESR04 National Pollutant Discharge Elimination System VERSION DATE: 04/01/07 Authorized by the Clean Water Act, the National Pollutant Discharge Elimination System (NPDES) permit program controls water pollution by regulating point sources that discharge pollutants into waters of the United States. The NPDES database was collected from the U.S. Environmental Protection Agency (EPA) from December 2002 through April 2007. Refer to the PCS and/or ICIS-NPDES database as source of current data. This database includes permitted facilities located in EPA Region 4. This region includes the following states: Alabama, Florida, Georgia, Kentucky, Mississippi, North Carolina, South Carolina, and Tennessee. GeQSearch www.,geo-search.com 888-396-0042 Order# 128121 Job#299216 --GPof � Age a item 411. Environmental Records Definitions - FEDERAL PADS PCB Activity Database System VERSION DATE: 09/14/18 PADS Identifies generators, transporters, commercial storers and/or brokers and disposers of PCB's who are required to notify the U.S. Environmental Protection Agency of such activities. PCSR04 Permit Compliance System VERSION DATE: 08/01/12 The Permit Compliance System is used in tracking enforcement status and permit compliance of facilities controlled by the National Pollutant Discharge Elimination System (NPDES) under the Clean Water Act and is maintained by the United States Environmental Protection Agency's Office of Compliance. PCS is designed to support the NPDES program at the state, regional, and national levels. This database includes permitted facilities located in EPA Region 4. This region includes the following states: Alabama, Florida, Georgia, Kentucky, Mississippi, North Carolina, South Carolina, and Tennessee. PCS has been modernized, and no longer exists. National Pollutant Discharge Elimination System (ICIS-NPDES) data can now be found in Integrated Compliance Information System (ICIS). RCRASC RCRA Sites with Controls VERSION DATE: 04/24/19 The Resource Conservation and Recovery Act (RCRA) gives the U.S. Environmental Protection Agency (EPA) the authority to control hazardous waste from the "cradle -to -grave." This includes the generation, transportation, treatment, storage, and disposal of hazardous waste. RCRA also set forth a framework for the management of non -hazardous solid wastes. The 1986 amendments to RCRA enabled EPA to address environmental problems that could result from underground tanks storing petroleum and other hazardous substances. This listing refers to facilities with institutional controls in place. SEMSLIENS SEMS Lien on Property VERSION DATE: 08/13/18 The U.S. Environmental Protection Agency's (EPA) Office of Solid Waste and Emergency Response, Office of Superfund Remediation and Technology Innovation (OSRTI), has implemented The Superfund Enterprise Management System (SEMS), formerly known as CERCLIS (Comprehensive Environmental Response, Compensation and Liability Information System) to track and report on clean-up and enforcement activities taking place at Superfund sites. SEMS represents a joint development and ongoing collaboration between Superfund's Remedial, Removal, Federal Facilities, Enforcement and Emergency Response programs. This is a listing of SEMS sites with a lien on the property. SFLIENS CERCLIS Liens VERSION DATE: 06/08/12 GeQSearch www.geo-search.com 888-396-0042 Order# 128121 Job#299216Pof Age icia item . Environmental Records Definitions - FEDERAL A Federal CERCLA ("Superfund") lien can exist by operation of law at any site or property at which United States Environmental Protection Agency has spent Superfund monies. These monies are spent to investigate and address releases and threatened releases of contamination. CERCLIS provides information as to the identity of these sites and properties. This database contains those CERCLIS sites where the Lien on Property action is complete. Please refer to the SEMSLIENS database as source of current data. SSTS Section Seven Tracking System VERSION DATE: 02/01/17 The United States Environmental Protection Agency tracks information on pesticide establishments through the Section Seven Tracking System (SSTS). SSTS records the registration of new establishments and records pesticide production at each establishment. The Federal Insecticide, Fungicide and Rodenticide Act (FIFRA) requires that production of pesticides or devices be conducted in a registered pesticide -producing or device - producing establishment. ("Production" includes formulation, packaging, repackaging, and relabeling.) TRI Toxics Release Inventory VERSION DATE: 12/31/16 The Toxics Release Inventory, provided by the United States Environmental Protection Agency, includes data on toxic chemical releases and waste management activities from certain industries as well as federal and tribal facilities. This inventory contains information about the types and amounts of toxic chemicals that are released each year to the air, water, and land as well as information on the quantities of toxic chemicals sent to other facilities for further waste management. TSCA Toxic Substance Control Act Inventory VERSION DATE: 12/31/12 The Toxic Substances Control Act (TSCA) was enacted in 1976 to ensure that chemicals manufactured, imported, processed, or distributed in commerce, or used or disposed of in the United States do not pose any unreasonable risks to human health or the environment. TSCA section 8(b) provides the United States Environmental Protection Agency authority to "compile, keep current, and publish a list of each chemical substance that is manufactured or processed in the United States." This TSCA Chemical Substance Inventory contains non -confidential information on the production amount of toxic chemicals from each manufacturer and importer site. RCRAGR04 Resource Conservation & Recovery Act - Generator VERSION DATE: 04/01/19 The Resource Conservation and Recovery Act (RCRA) gives the U.S. Environmental Protection Agency (EPA) the authority to control hazardous waste from the "cradle -to -grave." This includes the generation, transportation, treatment, storage, and disposal of hazardous waste. RCRA also set forth a framework for the management of non -hazardous solid wastes. The 1986 amendments to RCRA enabled EPA to address environmental problems that could result from underground tanks storing petroleum and other hazardous substances. This listing refers GeQSearch www.,geo-search.com 888-396-0042 Order# 128121 Job#299216 --QPof - Age icia item . Environmental Records Definitions - FEDERAL to facilities currently generating hazardous waste. EPA Region 4 includes the following states: Alabama, Florida, Georgia, Kentucky, Mississippi, North Carolina, South Carolina, and Tennessee. RCRANGR04 Resource Conservation & Recovery Act - Non -Generator VERSION DATE: 04/01/19 The Resource Conservation and Recovery Act (RCRA) gives the U.S. Environmental Protection Agency (EPA) the authority to control hazardous waste from the "cradle -to -grave." This includes the generation, transportation, treatment, storage, and disposal of hazardous waste. RCRA also set forth a framework for the management of non -hazardous solid wastes. The 1986 amendments to RCRA enabled EPA to address environmental problems that could result from underground tanks storing petroleum and other hazardous substances. This listing refers to facilities classified as non -generators. Non -Generators do not presently generate hazardous waste. EPA Region 4 includes the following states: Alabama, Florida, Georgia, Kentucky, Mississippi, North Carolina, South Carolina, and Tennessee. ALTFUELS Alternative Fueling Stations VERSION DATE: 03/01/19 Nationwide list of alternative fueling stations made available by the U.S. Department of Energy's Office of Energy Efficiency & Renewable Energy. Includes Bio-diesel stations, Ethanol (E85) stations, Liquefied Petroleum Gas (Propane) stations, Ethanol (E85) stations, Natural Gas stations, Hydrogen stations, and Electric Vehicle Supply Equipment (EVSE). FEMAUST FEMA Owned Storage Tanks VERSION DATE: 12/01/16 This is a listing of FEMA owned underground and aboveground storage tank sites. For security reasons, address information is not released to the public according to the U.S. Department of Homeland Security. HISTPST Historical Gas Stations VERSION DATE: NR This historic directory of service stations is provided by the Cities Service Company. The directory includes Cities Service filling stations that were located throughout the United States in 1930. ICISCLEANERS Integrated Compliance Information System Drycleaners VERSION DATE: 03/09/19 This is a listing of drycleaner facilities from the Integrated Compliance Information System (ICIS). The U.S. Environmental Protection Agency (EPA) tracks facilities that possess NAIC and SIC codes that classify businesses as drycleaner establishments. GeQSearch www.,geo-search.com 888-396-0042 Order# 128121 Job#299216 --IfiPof Age icia item 411. Environmental Records Definitions - FEDERAL MRDS Mineral Resource Data System VERSION DATE: 03/15/16 MRDS (Mineral Resource Data System) is a collection of reports describing metallic and nonmetallic mineral resources throughout the world. Included are deposit name, location, commodity, deposit description, geologic characteristics, production, reserves, resources, and references. This database contains the records previously provided in the Mineral Resource Data System (MRDS) of USGS and the Mineral Availability System/Mineral Industry Locator System (MAS/MILS) originated in the U.S. Bureau of Mines, which is now part of USGS. MSHA Mine Safety and Health Administration Master Index File VERSION DATE: 03/15/19 The Mine dataset lists all Coal and Metal/Non-Metal mines under MSHA's jurisdiction since 1/1/1970. It includes such information as the current status of each mine (Active, Abandoned, NonProducing, etc.), the current owner and operating company, commodity codes and physical attributes of the mine. Mine ID is the unique key for this data. This information is provided by the United States Department of Labor - Mine Safety and Health Administration (MSHA). BF Brownfields Management System VERSION DATE: 03/31/19 Brownfields are real property, the expansion, redevelopment, or reuse of which may be complicated by the presence or potential presence of a hazardous substance, pollutant, or contaminant. Cleaning up and reinvesting in these properties takes development pressures off of undeveloped, open land, and both improves and protects the environment. The United States Environmental Protection Agency maintains this database to track activities in the various brown field grant programs including grantee assessment, site cleanup and site redevelopment. This database included tribal brownfield sites. DNPL Delisted National Priorities List VERSION DATE: 04/09/19 This database includes sites from the United States Environmental Protection Agency's Final National Priorities List (NPL) where remedies have proven to be satisfactory or sites where the original analyses were inaccurate, and the site is no longer appropriate for inclusion on the NPL, and final publication in the Federal Register has occurred. NLRRCRAT No Longer Regulated RCRA Non-CORRACTS TSD Facilities VERSION DATE: 04/01/19 This database includes RCRA Non -Corrective Action TSD facilities that are no longer regulated by the United States Environmental Protection Agency or do not meet other RCRA reporting requirements. This listing includes facilities that formerly treated, stored or disposed of hazardous waste. GeQSearch www.geo-search.com 888-396-0042 Order# 128121 Job#299216 -Pof Age a item 411. Environmental Records Definitions - FEDERAL ODI Open Dump Inventory VERSION DATE: 06/01/85 The open dump inventory was published by the United States Environmental Protection Agency. An "open dump" is defined as a facility or site where solid waste is disposed of which is not a sanitary landfill which meets the criteria promulgated under section 4004 of the Solid Waste Disposal Act (42 U.S.C. 6944) and which is not a facility for disposal of hazardous waste. This inventory has not been updated since June 1985. RCRAT Resource Conservation & Recovery Act - Non-CORRACTS Treatment, Storage & Disposal Facilities VERSION DATE: 04/01/19 The Resource Conservation and Recovery Act (RCRA) gives the U.S. Environmental Protection Agency (EPA) the authority to control hazardous waste from the "cradle -to -grave." This includes the generation, transportation, treatment, storage, and disposal of hazardous waste. RCRA also set forth a framework for the management of non -hazardous solid wastes. The 1986 amendments to RCRA enabled EPA to address environmental problems that could result from underground tanks storing petroleum and other hazardous substances. This listing refers to facilities recognized as hazardous waste treatment, storage, and disposal sites (TSD). SEMS Superfund Enterprise Management System VERSION DATE: 03/11/19 The U.S. Environmental Protection Agency's (EPA) Office of Solid Waste and Emergency Response, Office of Superfund Remediation and Technology Innovation (OSRTI), has implemented The Superfund Enterprise Management System (SEMS), formerly known as CERCLIS (Comprehensive Environmental Response, Compensation and Liability Information System) to track and report on clean-up and enforcement activities taking place at Superfund sites. SEMS represents a joint development and ongoing collaboration between Superfund's Remedial, Removal, Federal Facilities, Enforcement and Emergency Response programs. SEMSARCH Superfund Enterprise Management System Archived Site Inventory VERSION DATE: 03/11/19 The U.S. Environmental Protection Agency's (EPA) Superfund Enterprise Management System Archived Site Inventory (List 8R Archived) replaced the CERCLIS NFRAP reporting system in 2015. This listing reflects sites at which the EPA has determined that assessment has been completed and no further remedial action is planned under the Superfund program. SMCRA Surface Mining Control and Reclamation Act Sites VERSION DATE: 03/19/19 An inventory of land and water impacted by past mining (primarily coal mining) is maintained by the Office of Surface Mining Reclamation and Enforcement (OSMRE) to provide information needed to implement the Surface Mining Control and Reclamation Act of 1977 (SMCRA). The inventory contains information on the location, type, GeQSearch www.geo-search.com 888-396-0042 Order# 128121 Job#299216Pof Age a item . Environmental Records Definitions - FEDERAL and extent of AML impacts, as well as, information on the cost associated with the reclamation of those problems. The inventory is based upon field surveys by State, Tribal, and OSMRE program officials. It is dynamic to the extent that it is modified as new problems are identified and existing problems are reclaimed. USUMTRCA Uranium Mill Tailings Radiation Control Act Sites VERSION DATE: 03/04/17 The Legacy Management Office of the Department of Energy (DOE) manages radioactive and chemical waste, environmental contamination, and hazardous material at over 100 sites across the U.S. The L.M. Office manages this database of sites registered under the Uranium Mill Tailings Control Act (UMTRCA). DOD Department of Defense Sites VERSION DATE: 12/01/14 This information originates from the National Atlas of the United States Federal Lands data, which includes lands owned or administered by the Federal government. Army DOD, Army Corps of Engineers DOD, Air Force DOD, Navy DOD and Marine DOD areas of 640 acres or more are included. FUDS Formerly Used Defense Sites VERSION DATE: 06/01/15 The Formerly Used Defense Sites (FUDS) inventory includes properties previously owned by or leased to the United States and under Secretary of Defense Jurisdiction, as well as Munitions Response Areas (MRAs). The remediation of these properties is the responsibility of the Department of Defense. This data is provided by the U.S. Army Corps of Engineers (USACE), the boundaries/polygon data are based on preliminary findings and not all properties currently have polygon data available. DISCLAIMER: This data represents the results of data collection/processing for a specific USACE activity and is in no way to be considered comprehensive or to be used in any legal or official capacity as presented on this site. While the USACE has made a reasonable effort to insure the accuracy of the maps and associated data, it should be explicitly noted that USACE makes no warranty, representation or guaranty, either expressed or implied, as to the content, sequence, accuracy, timeliness or completeness of any of the data provided herein. For additional information on Formerly Used Defense Sites please contact the USACE Public Affairs Office at (202) 528-4285. FUSRAP Formerly Utilized Sites Remedial Action Program VERSION DATE: 03/04/17 The U.S. Department of Energy (DOE) established the Formerly Utilized Sites Remedial Action Program (FUSRAP) in 1974 to remediate sites where radioactive contamination remained from the Manhattan Project and early U.S. Atomic Energy Commission (AEC) operations. The DOE Office of Legacy Management (LM) established long-term surveillance and maintenance (LTS&M) requirements for remediated FUSRAP sites. DOE evaluates the final site conditions of a remediated site on the basis of risk for different future uses. DOE then confirms that LTS&M requirements will maintain protectiveness. GeQSearch www.geo-search.com 888-396-0042 Order# 128121 Job# 299216 PaUT Age icia item . Environmental Records Definitions - FEDERAL NLRRCRAC No Longer Regulated RCRA Corrective Action Facilities VERSION DATE: 04/01/19 This database includes RCRA Corrective Action facilities that are no longer regulated by the United States Environmental Protection Agency or do not meet other RCRA reporting requirements. NMS Former Military Nike Missile Sites VERSION DATE: 12/01/84 This information was taken from report DRXTH-AS-IA-83A016 (Historical Overview of the Nike Missile System, 12/1984) which was performed by Environmental Science and Engineering, Inc. for the U.S. Army Toxic and Hazardous Materials Agency Assessment Division. The Nike system was deployed between 1954 and the mid- 1970's. Among the substances used or stored on Nike sites were liquid missile fuel (JP-4); starter fluids (UDKH, aniline, and furfuryl alcohol); oxidizer (IRFNA); hydrocarbons (motor oil, hydraulic fluid, diesel fuel, gasoline, heating oil); solvents (carbon tetrachloride, trichloroethylene, trichloroethane, stoddard solvent); and battery electrolyte. The quantities of material a disposed of and procedures for disposal are not documented in published reports. Virtually all information concerning the potential for contamination at Nike sites is confined to personnel who were assigned to Nike sites. During deactivation most hardware was shipped to depot -level supply points. There were reportedly instances where excess materials were disposed of on or near the site itself at closure. There was reportedly no routine site decontamination. NPL National Priorities List VERSION DATE: 04/09/19 This database includes United States Environmental Protection Agency (EPA) National Priorities List sites that fall under the EPA's Superfund program, established to fund the cleanup of the most serious uncontrolled or abandoned hazardous waste sites identified for possible long-term remedial action. PNPL Proposed National Priorities List VERSION DATE: 04/09/19 This database contains sites proposed to be included on the National Priorities List (NPL) in the Federal Register. The United States Environmental Protection Agency investigates these sites to determine if they may present long-term threats to public health or the environment. RCRAC Resource Conservation & Recovery Act - Corrective Action Facilities VERSION DATE: 04/01/19 The Resource Conservation and Recovery Act (RCRA) gives the U.S. Environmental Protection Agency (EPA) the authority to control hazardous waste from the "cradle -to -grave." This includes the generation, transportation, treatment, storage, and disposal of hazardous waste. RCRA also set forth a framework for the management of non -hazardous solid wastes. The 1986 amendments to RCRA enabled EPA to address environmental problems GeQSearch www.geo-search.com 888-396-0042 Order# 128121 Job#299216Pagqf��l Age icia item . Environmental Records Definitions - FEDERAL that could result from underground tanks storing petroleum and other hazardous substances. This listing refers to facilities with corrective action activity. RCRASUBC Resource Conservation & Recovery Act - Subject to Corrective Action Facilities VERSION DATE: 04/01/19 The Resource Conservation and Recovery Act (RCRA) gives the U.S. Environmental Protection Agency (EPA) the authority to control hazardous waste from the "cradle -to -grave." This includes the generation, transportation, treatment, storage, and disposal of hazardous waste. RCRA also set forth a framework for the management of non -hazardous solid wastes. The 1986 amendments to RCRA enabled EPA to address environmental problems that could result from underground tanks storing petroleum and other hazardous substances. This listing refers to facilities subject to corrective actions. RODS Record of Decision System VERSION DATE: 02/06/19 These decision documents maintained by the United States Environmental Protection Agency describe the chosen remedy for NPL (Superfund) site remediation. They also include site history, site description, site characteristics, community participation, enforcement activities, past and present activities, contaminated media, the contaminants present, and scope and role of response action. GeQSearch www.geo-search.com 888-396-0042 Order# 128121 Job#299216Pof Age a item Environmental Records Definitions - STATE (FL) DEPCLEANUP Florida Department of Environmental Protection Cleanup Sites VERSION DATE: 05/07/19 The Cleanup Sites layer feeds the FDEP's Contamination Locator Map (CLM). It provides locations and document links for sites currently in the cleanup process and sites awaiting cleanup funding. Cleanup programs include: Brownfields, Petroleum, EPA Superfund (CERCLA), Drycleaning, Responsible Party Cleanup, State Funded Cleanup, State Owned Lands Cleanup and Hazardous Waste Cleanup. GWCA Ground Water Contamination Areas VERSION DATE: 10/15/10 This Ground Water Contamination Areas database is provided by the Florida Department of Environmental Protection, showing the boundaries of delineated areas of known groundwater contamination pursuant to Chapter 62-524, F.A.C., New Potable Water Well Permitting In Delineated Areas. 38 Florida counties have been delineated primarily for the agricultural pesticide ethylene dibromide (EDB), and to a much lesser extent, volatile organic and petroleum contaminants. This data is intended to be used by regulatory agencies issuing potable water well construction permits in areas of ground water contamination to protect public health and the ground water resource. This dataset only indicates the presence or absence of specific groundwater contaminants and does not represent all known sources of groundwater contamination in the state of Florida. ICEC Engineering and Institutional Control Sites VERSION DATE: 09/06/18 The Florida Department of Environmental Protection (FDEP) Division of Waste Management maintains this list of sites with institutional and engineering controls listed in the Institutional Controls Registry (ICR). The information in the ICR summarizes certain data about properties where institutional and engineering controls are used to control exposure and is, therefore, an incomplete analysis of the conditions on these properties. The ICR is periodically updated without notice. Additionally, due to data entry limitations, potential unauthorized access to the data or transmission errors, the ICR may contain errors and should not be exclusively relied upon. The department recommends that you contact the appropriate district or Tallahassee program office for more complete information regarding a property and the institutional control(s) that may be in place. SPILLS Spills Listing VERSION DATE: 06/01/17 This listing of hazardous material spills is provided by the Florida Department of Environmental Protection's Law Enforcement Division. Spills reported since 2008 are included in this listing. UIC Underground Injection Control Wells VERSION DATE: 02/06/19 This Class I Underground Injection Control (UIC) wells database is provided by the in Florida Department of GeQSearch www.,geo-search.com 888-396-0042 Order# 128121 Job#299216 --GPof Age icia item Environmental Records Definitions - STATE (FL) Environmental Protection. These wells are currently or previously active. Class I UIC wells are used to inject nonhazardous waste, hazardous waste (new hazardous waste wells were banned in 1983), or municipal waste below the lowermost underground source of drinking water (USDW). A USDW is defined as an aquifer that contains a total dissolved solids concentration of less than 10,000 milligrams per liter. CDV Cattle Dip Vats VERSION DATE: NR This list of located Cattle Dipping Vats is provided by the Florida Department of Environmental Protection (FDEP), Bureau of Waste Cleanup. According to the FDEP, from the 1910's through the 1950's, these vats were filled with an arsenic solution for the control and eradication of the cattle fever tick. Other pesticides such as DDT where also widely used. By State law, all cattle, horses, mules, goats, and other susceptible animals were required to be dipped every 14 days. Under certain circumstances, the arsenic and other pesticides remaining at the site may present an environmental or public health hazard. Some of the sites have been located and are currently under investigation. However, most of the listings are from old records of the State Livestock Board, which listed each vat as it was put into operation. In addition, some privately operated vats may have existed which were not listed by the Livestock Board. Some county boundaries may have changed since the vats were first listed. NPDES National Pollutant Discharge Elimination System Facilities VERSION DATE: 03/01/19 This National Pollutant Discharge Elimination System database is provided by the Florida Department of Environmental Protection and includes permitted Domestic, Industrial and Stormwater Facilities. Authorized by the Clean Water Act, the National Pollutant Discharge Elimination System (NPDES) permit program controls water pollution by regulating point sources that discharge pollutants into waters of the United States. Individual homes that are connected to a municipal system, use a septic system, or do not have a surface discharge do not need an NPDES permit; however, industrial, municipal, and other facilities must obtain permits if their discharges go directly to surface waters. AST Aboveground Storage Tanks VERSION DATE: 05/29/19 The Storage Tank Regulation Section is part of the Bureau of Petroleum Storage Systems in the Florida Department of Environmental Protection's (FDEP) Division of Waste Management. This Section maintains all data for storage tank facilities registered with the Department and tracked for storage tanks, storage tank history, or petroleum cleanup activity. This listing only includes aboveground storage tank data. CLEANERS Dry Cleaners VERSION DATE: 05/20/19 The Florida Department of Environmental Protection (FDEP) maintains this database of dry cleaning facilities registered with the department. GeQSearch www.,geo-search.com 888-396-0042 Order# 128121 Job#299216 �Pof � Age a item Environmental Records Definitions - STATE (FL) HISTCLEANERS Historical Dry Cleaners VERSION DATE: 08/02/13 The Florida Department of Environmental Protection (FDEP) provided this historical database of regulated and non -regulated dry cleaning facilities. These facilities were at one time tracked and registered by the FDEP OCULUS Electronic Document Management System as "drums" in the underground storage tank database. Please refer to the CLEANERS database as source of current data. UST Underground Storage Tanks VERSION DATE: 05/29/19 The Storage Tank Regulation Section is part of the Bureau of Petroleum Storage Systems in the Florida Department of Environmental Protection's (FDEP) Division of Waste Management. This Section maintains all data for storage tank facilities registered with the Department and tracked for storage tanks, storage tank history, or petroleum cleanup activity. This listing only includes underground storage tank data. BF Brownfield Areas VERSION DATE: 05/05/19 Brownfields are defined by the Florida Department of Environmental Protection (FDEP) as abandoned, idled, or underused industrial and commercial facilities where expansion or redevelopment is complicated by real or perceived environmental contamination. The primary goals of Florida's Brownfields Redevelopment Act (Ch. 97- 277, Laws of Florida, codified at ss. 376.77-.85, F.S.) are to reduce health and environmental hazards on existing commercial and industrial sites that are abandoned or underused due to these hazards and create financial and regulatory incentives to encourage redevelopment and voluntary cleanup of contaminated properties. A "brownfield area" means a contiguous area of one or more brownfield sites, some of which may not be contaminated, that has been designated as such by a local government resolution. This data is intended to be used for general locational representation and should not be considered appropriate for legal and/or cadastral purposes. BSRA Brownfields Site Rehabilitation Agreement Sites VERSION DATE: 04/16/19 Brownfields are defined by the Florida Department of Environmental Protection (FDEP) as abandoned, idled, or underused industrial and commercial facilities where expansion or redevelopment is complicated by real or perceived environmental contamination. The primary goals of Florida's Brownfields Redevelopment Act (Ch. 97- 277, Laws of Florida, codified at ss. 376.77-.85, F.S.) are to reduce health and environmental hazards on existing commercial and industrial sites that are abandoned or underused due to these hazards and create financial and regulatory incentives to encourage voluntary cleanup and redevelopment of sites. After a local municipality in Florida designates an area as a brownfield to encourage redevelopment and focus upon revitalization, a resolution is passed and property owners within that designated area optionally may remediate or redevelop their property. Executed Brownfield Site Rehabilitation Agreements (BSRAs) are voluntary cleanup GeQSearch www.geo-search.com 888-396-0042 Order# 128121 Job#299216Pof Age a item Environmental Records Definitions - STATE (FL) agreements between a responsible party and FDEP or a delegated local pollution control program. This data is intended to be used for general locational representation and should not be considered appropriate for legal and/or cadastral purposes. CLEANUPS Drycleaning Solvent Program Cleanup Sites VERSION DATE: 05/12/19 The Florida Department of Environmental Protection (FDEP) provides this list of Drycleaning Solvent Program Cleanup Sites. These sites are eligible for state funding to cleanup contamination resulting from drycleaning facility operations or a wholesale supply company (Chapter 376, Florida Statutes). Drycleaners applied to participate in this program from 1995 to December 31, 1998. All sites have confirmed contamination above Contamination Target Levels and have complied with conditions set in the law. This data is intended to be used for general locational representation and should not be considered appropriate for legal and/or cadastral purposes. LUAST Registered Leaking Storage Tanks VERSION DATE: 05/29/19 The Petroleum Cleanup Program of the Florida Department of Environmental Protection encompasses the technical oversight, management, and administrative activities necessary to prioritize, assess, and cleanup sites contaminated by discharges of petroleum and petroleum products from stationary petroleum storage systems. These sites include those determined eligible for state funded cleanup using preapproval contractors designated by the property owner or responsible party and state lead contractors under direct contract with the Department, as well as non -program or voluntary cleanup sites that are funded by responsible parties. SWF Solid Waste Facilities VERSION DATE: 05/31/19 The Solid Waste Section of the Florida Department of Environmental Protection is responsible for rule development, solid waste policy, financial assurance compliance, and implementing Florida's solid waste management program. Technical assistance is provided to the district offices concerning the permitting, compliance, and enforcement activities associated with solid waste facilities. These facilities can include landfills, material recovery facilities, transfer stations, composting/processing facilities, and waste tire management sites. VCS Voluntary Cleanup Sites VERSION DATE: 04/12/19 The Florida Department of Environmental Protection's Waste Cleanup Program provides this list of voluntary cleanup sites. These sites are subject to the FDEP 62-780 Contaminated Site Cleanup Criteria regulations and may be included on this listing if a party wants to conduct voluntary cleanup for a site that is not already under enforcement; or if a property owner did not cause the contamination, but by ownership is still responsible for the contamination and/or enters the process voluntarily. GeQSearch www.geo-search.com 888-396-0042 Order# 128121 Job#299216Pof q Age a item 411. Environmental Records Definitions - STATE (FL) SHWS State Hazardous Waste Sites VERSION DATE: 03/13/19 The Florida Department of Environmental Protection (FDEP), Division of Waste Management, Bureau of Waste Cleanup provides this listing of National Priorities List and State Funded Waste Cleanup Sites. The State - Funded cleanup program is designed to address sites where there are no viable responsible parties; the site poses an imminent hazard; and, the site does not qualify for Superfund or is a low priority for EPA. Remediation efforts are triggered when a FDEP District Office requests adoption of a site for state -funded cleanup. Funding for these remedial efforts comes from the Water Quality Assurance Trust Fund. Remedial activity may include contamination assessments, risk assessments, feasibility studies, design and construction of treatment systems, operation and maintenance of the installed treatment systems, and removal of contaminated media when necessary. GeQSearch www.,geo-search.com 888-396-0042 Order# 128121 Job#299216 --QPof Age icia item . Environmental Records Definitions - TRIBAL USTR04 Underground Storage Tanks On Tribal Lands VERSION DATE: 09/24/18 This database, provided by the United States Environmental Protection Agency (EPA), contains underground storage tanks on Tribal lands located in EPA Region 4. Region 4 include the following states: Alabama, Florida, Georgia, Kentucky, Mississippi, North Carolina, South Carolina, and Tennessee. LUSTR04 Leaking Underground Storage Tanks On Tribal Lands VERSION DATE: 09/24/18 This database, provided by the United States Environmental Protection Agency (EPA), contains leaking underground storage tanks on Tribal lands located in EPA Region 4. Region 4 include the following states: Alabama, Florida, Georgia, Kentucky, Mississippi, North Carolina, South Carolina, and Tennessee. ODINDIAN Open Dump Inventory on Tribal Lands VERSION DATE: 11/08/06 This Indian Health Service database contains information about facilities and sites on tribal lands where solid waste is disposed of, which are not sanitary landfills or hazardous waste disposal facilities, and which meet the criteria promulgated under section 4004 of the Solid Waste Disposal Act (42 U.S.C. 6944). INDIANRES Indian Reservations VERSION DATE: 01/01/00 The Department of Interior and Bureau of Indian Affairs maintains this database that includes American Indian Reservations, off -reservation trust lands, public domain allotments, Alaska Native Regional Corporations and Recognized State Reservations. GeQSearch www.geo-search.com 888-396-0042 Order# 128121 Job#299216Pof Agenda Item #11. APPENDIX D: REGULATORY DOCUMENTATION Page 587 of 686 Agenda Ite PAPA Banner Location Address 746 US HIGHWAY 1 Municipality TEQUESTA Parcel Control Number 60-43-40-30-00-001-0120 Subdivision Official Records Book 17268 Page1234 Sale Date JUL-2004 Legal Description 30-40-43, N 150 FT OF S 800 FTOF GOV LT ADDLR/W (LESS TRIN OR950P192) 1 W OF SR 5 & Mailing address Owners LOUIS J CAPANO & SONS C/O 105 FOULK ROYAL TEQUESTA LLC RD WILMINGTON DE 19803 3740 Sales Date Price OR Book/Page Sale Type Owner JUL-2004 $8,500,000 17268 / 01234 WARRANTY DEED ROYAL TEQUESTA LLC JUL-2001 $3,000,000 17268 / 01229 WARRANTY DEED VARA GROUP LTD MAY-1995 $100 08945 / 00272 WARRANTY DEED AUG 1988 $775,000 05795 / 00473 WARRANTY DEED No Exemption Information Available. Number of Units 0 *Total Square Feet 0 Acres 2.4617 Use Code 1000 -VACANT COMMERCIAL Zoning C2 - (60-TEQUESTA ) Tax Year 2018 2017 2016 Improvement Value $1,085 $1,035 $912 Land Value $1,238,507 $1,179,530 $1,170,952 Total Market Value $1,239,592 $1,180,565 $1,171,864 All values are as of January 1 st each year Tax Year 2018 2017 2016 Assessed Value $1,239,592 $1,180,565 $1,171,864 Exemption Amount $0 $0 $0 Taxable Value $1,239,592 $1,180,565 $1,171,864 Tax Year 2018 2017 2016 Ad Valorem $24,976 $24,134 $24,526 Non Ad Valorem $2,682 $2,555 $2,322 Total tax $27,658 $26,689 $26,848 Page 588 of 686 Agenda Ite PAPA Location Address 734 N US HIGHWAY 1 Municipality TEQUESTA Parcel Control Number 60-43-40-30-00-001-0170 Subdivision Official Records Book 17268 Page1234 Sale Date JUL-2004 Legal Description 30-40-43, N 200 FT OF S 650 FTOF GOV LT 1 LYG W OF SR 5 & ADDL R/W Mailing address Owners LOUIS J CAPANO & SONS C/O 105 FOULK ROYAL TEQUESTA LLC RD WILMINGTON DE 19803 3740 Sales Date Price OR Book/Page Sale Type Owner JUL-2004 $8,500,000 17268 / 01234 WARRANTY DEED ROYAL TEQUESTA LLC MAR-2004 $1,300,000 16692 / 00210 DEED OF TRUST TAS REALTY LLC MAR-2004 $1 16692 / 00225 WARRANTY DEED VARA GROUP LTD NOV-1996 $100 09575 / 01477 WARRANTY DEED No Exemption Information Available. Number of Units 0 *Total Square Feet 0 Acres 3.5757 Use Code 1000 -VACANT COMMERCIAL, Zoning C2 - (60-TEQUESTA ) Tax Year 2018 2017 2016 Improvement Value $0 $0 $0 Land Value $1,798,993 $1,713,327 $1,700,866 Total Market Value $1,798,993 $1,713,327 $1,700,866 All values are as of January 1 st each year Tax Year 2018 2017 2016 Assessed Value $1,798,993 $1,713,327 $1,700,866 Exemption Amount $0 $0 $0 Taxable Value $1,798,993 $1,713,327 $1,700,866 Tax Year 2018 2017 2016 Ad Valorem $36,247 $35,026 $35,598 Non Ad Valorem $0 $0 $0 Total tax $36,247 $35,026 $35,598 Page 589 of 686 Agenda Item #11. -- Q� ater�� 0'J� 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 Page 590 of 686 Agenda Item #11. -- J A �Water �5 cod 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 a carbon -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-I). The well was installed by a State certified contractor (Wombat Environmental) utilizing a Page 591 of 686 Agenda Item #11. -- J 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. Page 592 of 686 Agenda Item #11. _> L P r 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 (MW-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. 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 pursuant to certification by the State of Florida to provide engineering services (Certificate of Authorization No. 9904) and in accordance with procedures stated in FDEP's SOP-001101 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. AWSE, 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, AIR, WATER-& SOIL ENGINEERING, INC. ld-_ f' Curtis L. Pokken, P.E_ # 51350 Expiration: 2/28/2017 3304 Pebble Beach Dr. Lake -Worth, FL 33467 (561) 282-8434 Page 593 of 686 Agenda Item #11. FIGURES Page 594 of 686 /-s 2 t igh0e a) F; LZ 2) LL I 9i ILI < MY ;4;ms3fwz9 OAV- J-3WWfl5 clo venus° Ave PU cr 7: ru + LA M Vj At �E —j LL ul ladE!4:) Cl m U) LU z CY LU F- Qr L;J 4� I(I DUIUTSE!l Puirtt -of: Y.t7 Club-qr LU a Point 0 06 m -j LL A:Q. C) -2 m co co -j ti E -2� 0110 .0 fL rL w v) • L_'. ,41�� USA f N iL ♦ ♦ T; ♦ *100 / w*00 I � a cis � W ljj I" I _ o I m r J w M_ f 72 Q Q Q J LL 2 Q Q � H rr = W F- LU CJ D Z H w w w O N U) a M V U) C U) a1 w C w i F- a Q C (� _ 0- a1 U) C N Q W .? coo O 06 � M m LJL L J � d d Qm-j U) Q U) w w w OD Z U KLlin Q N Agenda Item #11. TABLES Page 597 of 686 Agenda Item #11. TABLE 1: SOIL ORGANIC VAPOR CONCENTRATIONS (Tank Closure) Royal Tequesta, LLC 746 N US Highway 1 Tequesta, FL 33469 FDEP Fac.# 9816491 Sample Total Organic Filtered OVA Net Organic Sample Date Interval Vapor Conc. Vapor Response Vapor Conc. Lithology / Comments Location (ft. bls) (ppm) (Methane), (ppm) (ppm) 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 6 <1 NRT <1 white quartz sand 9/11/2018 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 Page 598 of 686 Agenda Item #11. 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 6 Corresponding Net OVA Response (ppm) Detected Parameter Reported Unh [f4MT.1 Effecfive/SamplingDate 09n1/18 EPA Method 8260 Benzene mg/kg 0.007 0.0001U Toluene mg/kg 0.5 0.00021J Ethylbenzene mg/kg 0.6 0.00021J Xylenes, Total mg/kg 0.2 0.00021J MTBE mg/kg 0.09 0.00021J FL PRO TRPH mg/kg 1 340 11 37.7 EPA Method 8270 Acenephthene 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 0.06U Benzo(k)tlumanthene mg/kg 24 0.02 U Chrysene mg/kg 77 0.021J Dibenz(a,h)anthracene mg/kg 0.7 0.08 U Fluoranthene mg/kg 1200 0.03 U Fluorene mg/kg 160 0.031J Indeno(1,2,3-cd)pyrene mg/kg 6.6 0.04U 1-Methylnaphthalene mg/kg 3.1 0.01U 2-Methylnaphthalene mg/kg 8.5 0.028 Naphthalene mg/kg 1.2 0.028 Phenanthrene mg/kg 250 0.01U Pyrene mg/kg 880 0.021J NOTES: bls = Below Land Surface OVA Response -Organic Vapor Analyzer Response expressed as pans 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) 0.00021J = Analytical result with "U" indicates constituent was below laboratory minimum Method Detection Limits (MOLs) mg/kg = milligrams per kilogram (ppm) Page 599 of 686 Agenda Item #11. 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 Reported GCTL NADC Analytical Parameters 1 Units 04/17/05 04/17/05 EPA Method 8260: BTEX + MTBE Benzene ug/L 1 100 0.640U Toluene ug/L 40 400 0.66OU 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)anthracene 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 0.341U 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)pyrene ug/L 0.05 5 0.05000 1-Methyl naphthalene ug/L 28 280 0.285U 2-Methyl naphthalene ug/L 28 280 0.288U Naphthalene ug/L 14 140 0.147U Phenanthrene ug/L 210 21000 0.215U Pyrene ug/L 1 210 1 21000 11 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 NDS = 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 Page 600,of 686 Agenda Item #11. ATTACHMENT A REGULATORY COORESPONDENCE Page 601 of 686 Florida Department of Environmental Protection Twin Towers Office Bldg. 2600 Blair Stone Road, Tallahassee, Florida, 32399-2400 u Division of Waste Management Petroleum Storage Systems On .�44 Storage Tank Facility Closure Site Inspection Report 0 �ahtal Pt Facility Information: Facility ID: 9816491 Facility Type: A - Retail Station Facility Name: ROYAL TEQUESTA LLC 746 N US HWY 1 TEQUESTA, FL 33469 Latitude: 26' 58' 7.312" Longitude: 80' 5' 17.1218" LL Method: DPHO Inspection Result: Result: In Compliance County: PALM BEACH Inspection Date: 09/11/2018 # of Inspected ASTs: 0 USTs: 1 Mineral Acid Tanks: 0 Signatures: 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 Activity Opened 09/12/2018 Page 1 of 5 MaRlygB(@D,�)pfiraH 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 Activity Opened 09/12/2018 Page 2 of 5 MaR1yg8C0#p61ra86 Added Date 09/12/2018 Added Date 09/12/2018 Tank Added Date 09/12/2018 Excavation Site Tank Added Date 09/12/2018 Excavation site Activity Opened 09/12/2018 Page 3 of 5 MaRlyg0M*p6lra86 Added Date 09/12/2018 Added Date 09/12/2018 Tank Disposal Receipt a e 3� .?. a A Added Date 09/12/2018 Contractor Removal Form ❑epamnent of I'I FinaonmcwiVraB�fon wf wama.esa.+r• %:*-� �:.+.lub, ndxmx..,.e,m n. unw,sa'm,.+n. A: cflun6rr'Sz'I�ii�Sn.r YC �'-rd 5+v7k'7 Signature PETROLEUM STORAGE TANK CONPL LANCE ]NSPECTICN 'nCH C9NN CFPT �% aNr�sP4xE30011. 4 4,E REP#ESENiAi V£Sq ni q �a NUN�4�(3x PETR ien Na [CY+IJ E ryr9uF[n94 PE Y5 'fPF�e-T� ENnNE: Added Date 09/12/2018 Site Map Activity Opened 09/12/2018 Page 4 of 5 MaRlyg0(U#p6lra86 Added Date 09/12/2018 Site Map Activity Opened 09/12/2018 Page 5 of 5 MaRlyg0(U#p6lra86 Agenda Item #11. ATTACHMENT B PHOTOGRAPHS Page 607 of 686 Agenda Item #11. UST Excavation Area Ya 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 Page 608 of 686 Agenda Item #11. UST Being Placed on Visquene. 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 Page 609 of 686 Agenda Item #11. Se UST Excavation ember 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 Page 610 of 686 Agenda Item #11. 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 Page 611 of 686 Agenda Item #11. ATTACHMENT C DRUM DISPOSAL MANIFEST Page 612 of 686 twitiff Berry. Incorporated pvlronmental Services P.C), Box 13079 Ft Lauderdale, FL 333 116 i800B99774S IN CASE OF EMERGENCY CONTACT 3E@ 800-451-8346 DISPATCH TICKET 1. Generator's US EPA ID No.: FLCESQG 2. Generator Site: ROYAL TEQUESTA LLC 746 US HWY 1 TEQUESTA FL33469 4. Generator Phone: 954-557-5016 5. Transporter Name/Phone: 954-763-3390 Cliff Berry (DAWA) Manifest Doc #: 202753 PO#: 3. Bill To: ROYAL TEQUESTA LLC 746 US HWY 1 TEQUESTA FL.. 33469 Contact Name. PATRICK MCDERMOTT CDSGLOBAL@YAH00,COM f nntack Phnne # 954-557-501[ Generator Contact: PATRICK MCDERMO- 6, Designated FacilitylPhone: 800-899-7745 MIAMI PLANT 3033 NW NORTH RIVER DRIVE MIAMI FL. 33142 EPA ID#.FLR0o0083071 EPA ID#:FLD058560699 7. Description of Servicellnstructions: 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(fech. TN0 Scheduled Date of Work, 019127 Q01$ Scheduled TiMe; 8, Work Ste Remarks: ire 08 of Payment: CIA Ime Leff Yard (Start): Time Arrived On Site: Time Left Site: t Time Arrived At Yard (Stop~ 9. PROPER SHIPPING NAME/DESCRIPTION M HAZ I.D. CLASS # a, °Non -Hazardous Solid, (Sand -Soil -Grit and Petroleum Spirit)" IAL HANDLING INSTRUCTIONS: Date: PKG. CONTAINERS GP No. TOTAL UNIT TYPE QTY Wt/VoI 3 DM 165,00 t; nis Is to certify that the above named materials are properly classified, described, packaged, marked and labeled, and are in Proper condition for transportation according to the applicable regukation of the Department of Transportation. I certify the materials decribed above on this manifest are not subiect to federal regulations for reoortina DIODer disposal of Hazardous Waste. TERMS 8 CONDITIONS: Customer agrees that work has been performed satisfactorily. Payment is due upon compietion of services. Where CBI reasonable attorney's fees will be due in the event any collection process extends credit, a charge of 1-112% per month, 18% per annum, will be added to balances unpaid 30 days after date of invoice. Collection costs and/or Applicable taxes. tariffs andfuel surcharges will be forwarded on invoice. becomes necessary. This is not an invoice, but merely an estimate of charges. ' me yped ame Signature 12. Transporter Acknowledgement of Receipt of Materials PrintedlTyped Name Signature Month ay Year 13. Facility Owner or Operator: Certification of receipt of materials covered by this manifest. Pa a 613 of Printed/Typed Name Signature I Month Dav Ypa, Agenda Item #11. ATTACHMENT D ANALYTICAL RESULTS CHAIN OF CUSTODY Page 614 of 686 Agenda Item #11. Palm Beach Environmental Labor ones 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 615 pj Q Agenda Item #11. r Palm Beech Er&onrrentsR f ,Sf Laboratories ire 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 Description: Bottom Lab ID: 0016833-01 Sampled: 09/11/18 09:30 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 POLL 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 Q 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-Methylnaphthalene 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-Methylnaphthalene 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 616 �eC Agenda Item #11. r Palm Beech Er74ronmerltall f ,Sf Laboratories ire 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 Description: Bottom Lab ID: 0016833-01 Sampled: 09/11/18 09:30 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 POLL 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 Q 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 CAS # Parameter NA %Solids Results Q Units Method DF MDL Q 97.0 % Calculation 1 1.0 1.0 Extraction Analysis Date Date Analyst 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 617 �eC Agenda Item #11. Undetected Palm Beech ErMronrrentsl Laboratories irr— 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 618 �eC f G cy Rlw u. V f v v j vvv e r� !J � P", � para�ft;�< x G " f J -Sa Ej CA s age 6 9 cf 6 J t^1 In I I [— I oC I � -- "-Ip 6� Agenda Item #11. fir, Palm Beach Environn7el'rtal ` Laboratories Inc. ..bl 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 620 AJ Qe A Agenda Item #11. r Palm Beech Er&onrrentsR f ,Sf Laboratories ire 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 POLL 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 POLL 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-Methylnaphthalene 0.288 u ug/L EPA 3510C / 8270 1 0.288 10.0 09/17/18 09/17/18 PLS 90-12-0 1-Methylnaphthalene 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 621 A&Qe A Agenda Item #11. r Palm Beech Er74ronmental f ,Sf Laboratories ire 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 POLL 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 Q Date Date Analyst 106-93-4 1,2-Dibromoethane (EDB) 0.01090 ]EE, 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 ]EE, U ug/L EPA 8260B 1 0.01790 0.05360 09/19/18 09/19/18 SL FLPRO CAS # Parameter NA FLPRO Total Extraction Analysis Results Q Units Method DF MDL Q Date Date Analyst 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 CAS # Parameter Results Q Units 7439-92-1 Lead 0.001 ]EE, U mg/L Method DF MDL Q EPA 6010 1 0.001 0.010 Extraction Analysis Date Date Analyst 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 622 A&Qe A Agenda Item #11. Palm Beech ErMronrrentsl Laboratories irr— Undetected Notes and Definitions The reported value is between the laboratory Method Detection Limit & the laboratory Practical Quantitation Limit ]EE 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 623 AJ Qe A nda Item #11. 6 fr y � or f. 1 N�N /i c)art% V() ic)�2� r3� �J 4J rAV�' U.ILl']1h7� Jo il P 11,' e Q Plaice x € — x u b O E7� CO QO N J u U Agenda Item #11. ATTACHMENT E GROUNDWATER SAMPLING LOG Page 625 of 686 Agenda Item #11. Form FD 9000-24 GROUNDWATER SAMPLING LOG SITE SITE�]j NAME LOCATION _ f F, WELL NO:T(/U' SAMPLE ID: („j — DATE: 4 .� PURGING DATA WELL DIAMETER (inches). TUBING �) DIAMETER (inches). WELL SCREEN INTERVAL DEPTH/0 feet to feet STATIC DEPTH C TO WATER (feet): �J r PURGE PUMP TYPE OR BAILER j WELL VOLUME PURGE: 1 WELL VOLUME _ (TOTAL WELL DEPTH - STATIC DEPTH TO WATER) X WELL CAPACITY (only fill out if applicable) 2r� � _ ( i� "'0,/'� • '� o feet - 7^.5-7 fleet X (9' 4 allonsrfoot = � � �gallons EQUIPMENT VOLUME PURGE: 1 EQUIPMENT VOL. = PUMP VOLUME + (TUBING CAPACITY X TUBING LENGTH) + FLOW CELL VOLUME (only rill out if applicable) - gallons + ( gallonslfoot X feet) * gallons = gallons INITIAL PUMP (feet) DEPTH IN WELLL (feet) � FINAL PUMP OR TUBING J DEPTH IN WELL (feet}. ! IN TIATLD AT:&Y-Z� ENDED AT: / •PURGING PURGING.l / TOTALVOLUME y PURGED (gallons): TIME VOLUME PURGED (gallons) CUMUL VOLUME PURGED (gallons) PURGE RATE (gpm) DEPTH TO WATER (feet) pH (standard units) TEMP. (oC) CQNfl. (circle units) µmhoslcm or µSlcm DISSOLVED OXYGEN (Circe units) o mglL or saturation TURBIDITY (NTUs) COLOR (describe) ODOR (describe) '•yf % �° av 0-ice . .Z2 7 V d 24 C> a. 2> b a s• ; d .2-4 0-/b r -7. WELL CAPACITY (Gallons Per Foot). 0.75" = 0.02 1" = 1.25" = 0.06; 2" = 0.16; 3" = 0.37; 4" = 0.65. 5" = 1.02: 6" = 1.47, 12" = 5.88 TUBING INSIDE DIA. CAPACITY GdllFt.: 1f8" = 0.0006; f16" - 0.0014 114" = 0 0026; 5116"' = 0.004: 318" = 0 006, 112" = 0.010, 5I8" = 0.016 PURGING EQUIPMENT CODES: B = Bailer; BP = Bladder Pump, ESP = Electric Submersible Pump; Penstaltic Pump: 0 = Other (Specify) E-111J,W4I: lei •7_1%Cl S PLED BY�_RINT) I AFFI TION: R(S) : NATU (SSAPLING INITIIATEDAT/-ff,57 SAMPLING ENDEDAT: 1J/C .r PUMP OR TUBING DEPTH IN WELL (feet) TUBING MATERIAL CODE: FIELD -FILTERED: Y FILTER SIZE: µin Filtration E us ment T e: FIELD DECONTAMINATION: PUMP Y TUBING Y jteplaced)' 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 # CONTAINERS MATERIAL CODE VOLUME PRESERVATIVE USED TOTAL VOL ADDED IN FIELD mL FINAL H V0 ti C r -- � P Uv v s �=I L �--, R 4L>1 REMARKS: MATERIAL CODES: AG = Amber Glass: CG = Clear Glass. PE = Polyethylene; PP = Polypropytene; S = Silicone; T = Teflon; 0 = Other (Specify) SAMPLING EQUIPMENT CODES: APP = After Penstaltic Pump, B = Bailer; BP = Bladder Pump, ESP = Electric Submersible Pump, RFPP = Reverse Flow Peristaltic Pump: SM = Straw Method (Tubing Gravity Drain), 0 = Other (Specify) mu I cz: 1. I ne aoove 00 not constitute all of the InTOrmation requirecl by Gnapter @2-1 bu, F.A.G. 2. STABILIZATION CRITERIA FOR RANGE OF VARJATION OF LAST THREE CONSECUTIVE READINGS (SEE FS 2212 SECTION pH: ± 0.2 units Temperature: ± 0.2 °C Specific Conductance: + 5% Dissolved Oxygen: all readings < 20% saturation (see Table FS 2200-2). optionally, + 0.2 mg/L or + 10% (whichever is greater) Turbidity: all readings = 20 NTU; optionally + 5 NTU or + 10% (whichever is greater) Revision Date: February 12, 2009 Page 626 of 686 Florida Department of Environmental Protection Twin Towers Office Bldg. 2600 Blair Stone Road, Tallahassee, Florida, 32399-2400 u Division of Waste Management Petroleum Storage Systems On .�44 Storage Tank Facility Closure Site Inspection Report 0 �ahtal Pt Facility Information: Facility ID: 9816491 Facility Type: A - Retail Station Facility Name: ROYAL TEQUESTA LLC 746 N US HWY 1 TEQUESTA, FL 33469 Latitude: 26' 58' 7.312" Longitude: 80' 5' 17.1218" LL Method: DPHO Inspection Result: Result: In Compliance County: PALM BEACH Inspection Date: 09/11/2018 # of Inspected ASTs: 0 USTs: 1 Mineral Acid Tanks: 0 Signatures: 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 Activity Opened 09/12/2018 Page 1 of 5 MaRlyge(U*p6686 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 Activity Opened 09/12/2018 Page 2 of 5 MaR1yg8C@L72#p61ra86 Added Date 09/12/2018 Added Date 09/12/2018 Tank Added Date 09/12/2018 Excavation Site Tank Added Date 09/12/2018 Excavation site Activity Opened 09/12/2018 Page 3 of 5 MaRygeCU*pCE586 Added Date 09/12/2018 Added Date 09/12/2018 Tank Disposal Receipt a e 3� .?. a A Added Date 09/12/2018 Contractor Removal Form ❑epamnent of I'I FinaonmcwiVraB�fon wf wama.esa.+r• %:*-� �:.+.lub, ndxmx..,.e,m n. unw,sa'm,.+n. A: cflun6rr'Sz'I�ii�Sn.r YC �'-rd 5+v7k'7 Signature PETROLEUM STORAGE TANK CONPL LANCE ]NSPECTICN 'nCH C9NN CFPT �% aNr�sP4xE30011. 4 4,E REP#ESENiAi V£Sq ni q �a NUN�4�(3x PETR ien Na [CY+IJ E ryr9uF[n94 PE Y5 'fPF�e-T� ENnNE: Added Date 09/12/2018 Site Map Activity Opened 09/12/2018 Page 4 of 5 MaRlygBC@�*pfiraH Added Date 09/12/2018 Site Map Activity Opened 09/12/2018 Page 5 of 5 MaRygeCU*pCE586 Agenda Item #11. Department of Environmental Resources Management 2300 North jog Road, 4th Floor West Palm Beach, FL 33411-2743 (561) 233-2400 FAX: (561) 233-2414 www.pbcgov.com/erm ■ Palm Beach County Board of County Commissioners Melissa McKinlay, Mayor Mack Bernard, Vice Mayor Hal R. Valeche Paulette Burdick Dave Kerner Steven L. Abrams Mary Lou Berger County Administrator Verdenia C. Baker 'An Equal Opportunity Affirmative Action Employer" October 25, 2018 Mr. Curtis Dokken, P.E. Air, Water & Soil Engineering, Inc. 3304 Pebble Beach Drive Lake Worth, FL 33467 By Email: Curt Qaw3eng.com RE: Chaster 62-761/762. FAC. Closure Assessment Resort — Review Royal Tequesta, LLC. 746 N US Highway 1, Tequesta, FL DEP Facility ID # 9816491 Palm Beach County — Storage Tanks Dear Mr. Dokken: The Palm Beach County Environmental Resource Management (ERM) is contracted with the Florida Department of Environmental Protection (Department) to conduct the Storage Tank System Compliance Verification Program for facilities located in Palm Beach County. ERM has reviewed the October 3, 2018, that was submitted by Air, Water & Soil Engineering, Inc., and received on April 10, 2018, for the above referenced facility. The Tank Closure Assessment Report appears to comply with the Department's April 1998 "Storage Tank Closure Assessment Requirements". The results as provided in the Tank Closure Assessment Report do not indicate the presence of petroleum contamination in the area addressed in excess of Department Cleanup Target Levels. Please note that this letter does not certify that this site is not contaminated, and the Department reserves the right to require appropriate actions for this site in accordance with Chapter 62-770, Florida Administrative Code (FAC), if any contamination is discovered in the future in excess of Department Cleanup Target Levels. If you have any questions please contact Roberta Dusky by phone at (561) 681-3859 or by email at rduskya-pbcgov.org. Sincerely, ?dcax Roberta L. Dusky Storage Tank Program Supervisor Resources Protection rld:kle Page 632 of 686 Agdndltem #11. Florida Department of Environmental Regulation Twin Towers Office Bldg. • 2600 Blair Stone Road • Tallahassee, Florida 32399-2400 Lawton Chiles, Governor ROBERT WALSH, OWNER TEGUESTA MOTORCARS 746 US HW'Y 1 TEGUESTA FL S S4t ,-+ 07-24-91 Carol M. Browner, Secretary The Hazardtus Waste Management Program has reviewed your application for a hazardous waste DER/EPA I.D. Number. Based orrf the irrfctrrnaticrrf received you have been issued the fC,llowinz3 identifie.atierr, number fcer the facility at 746 US HWY 1 T TEGUESTA 'Y'o rr facility stataas is the fC'1l0Wi•rsgZ Small quantity generator_ FICLrida ArJrniriistra'ltive Code rule 17--7:aO r•eRuires all large quantity generators of hazardo"s' waste ar':d all hazardclus waste treatrnermty storage, or dispr_tsa:l faccilities to file a biennial re}aart. of their hazardous waste. activities with DER. •'r'ou rnu!i4t comply with this rule ccrr�cerr,inrg the filing ctf a biersrnial report by Plarrh 1 for, the preceding ridd-riumbered year. The report forms will be sent to the corstact person_ Businesses that generate less th ar, 1000 k i l cgrams of hazardous waste per, month isrnal l quarstity generators] are not subject to these reprcrt ir,g rep u i rernerit s. If array of the inforrnatierri on the Hazardous Waste activity form chariges, plw_asp notify ass ir, writirsp at the letterhead address. For f irther asBi=stance, please call '3frt4./488-0;;it0. Cr.: Dave Gray - EPAYRegion ail VER/West P'n l m Peach SMS-- I b * 5050P'768 Sincerely, En•u i ronment ai l Supervisor 11 Hazardcous Waste Plar,agerner,t Section Page 633 of 686 Florida Department of Environmental Protection Hazardous Waste Inspection Report FACILITY INFORMATION: Facility Name: Tequesta Motorcars On -Site Inspection Start Date: 03/24/2011 On -Site Inspection End Date: 03/24/2011 ME ID#: 49389 EPA ID#: FLD984206367 Facility Street Address: 746 N US Highway 1, Tequesta, Florida 33469-2339 Contact Mailing Address: 746 N US Highway 1, Tequesta, Florida 33469-2339 County Name: Palm Beach Contact Phone: (407) 575-9902 NOTIFIED AS: SQG (100-1000 kg/month) INSPECTION TYPE: Site Visit Inspection for Closed facility INSPECTION PARTICIPANTS: Principal Inspector: Chester H. Wendell, Inspector Other Participants: none LATITUDE / LONGITUDE: Lat 260 19' 2.0" / Long 800 3' 40.0" SIC CODE: TYPE OF OWNERSHIP: Private Introduction: Tequesta Motorcars is no longer at this location. The property is vacant. Summary of Potential Violations and Areas of Concern: Potential Violations No Violations Areas of Concern No Areas of Concern Page 634 of 686 AgendstMoloWs Inspection Report Inspection Date: 03/24/2011 Page 2 of 2 Signed: A hazardous waste compliance inspection was conducted on this date, to determine your facility's compliance with applicable portions of Chapters 403 & 376, F.S., and Chapters 62-710, 62-730, 62-737, & 62 -740 Florida Administrative Code (F.A.C.). Portions of the United States Environmental Protection Agency's Title 40 Code of Federal Regulations (C.F.R.) 260 - 279 have been adopted by reference in the state rules under Chapters 62-730 and 62-710, F.A.C. The above noted potential items of non-compliance were identified by the inspector(s). This is not a formal enforcement action and may not be a complete listing of all items of non-compliance discovered during the inspection. Chester H. Wendell PRINCIPAL INSPECTOR NAME PRINCIPAL INSPECTOR SIGNATURE none REPRESENTATIVE NAME NO SIGNATURE REPRESENTATIVE SIGNATURE Inspector PRINCIPAL INSPECTOR TITLE 3/24/2011 DATE NOTE: By signing this document, the Site Representative only acknowledges receipt of this Inspection Report and is not admitting to the accuracy of any of the items identified by the Department as "Potential Violations" or areas of concern. Page 635 of 686 v No Text No Text Agenda Item #11. O Al ■ rp Arm' Agenda Item #11. ,- -elsanbal j-P &N�c7xOa,�� soWaJ sII�H easenbey:es�x3 — yB�HIeY�ep�sey:Hb:B���oZ x3 d oaa a,00���n rarae:,m wee*a N 3 leuo��n���sui :osn pue� xg ^ ram v z V J v UnC�F Lo �sa°dos'°a��e ono=Fz d 0004s�o4 �4 €�o�S i i j� gg FFLL Pp m��... gg$m >e s r4 .15 ,Tc}_—[—.—,T A�ry rvry nn oe_x N9'29x cn 0. LLLL��� V P.�9x w,eyx Agenda Item #11. 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