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Home My WebLink AboutOrders_Special Exceptions_08/11/2016_SEU 02-16_Key Estates Tequesta Senior Housing ORDER OF THE VILLAGE COUNCIL VILLAGE OF TEQUESTA REQUEST FOR SPECIAL EXCEPTION FILED: Village of Tequesta CASE NO.: SEU-02-16 Date: �� a`>>� IN RE: Gentile, Glas, Holloway, O'Mahoney & Associates, Applicant; Tims: �" � Key Estates Tequesta Senior Housing, LP, Owner PROPERTY LOCATION: 4534-4546 County Line Road, Tequesta, FL 33469 LEGAL DESCRIPTION: 25-40-42, N 552.98 FT OF E 280 FT OF NW 1/4 K/A GOV LT ](LESS N l90 FT OF E 150 FT & N 140 FT OF W 65 FT OF E 2l5 FT); and 25-40-42, W 420 FT OF NW 1/4 OF NE 1/4 (LESS S 779.63 FT) PARCEL CONTROL NUMBERS: 60-42-40-25-00-001-0030 and 60-42-40-25-00-000-1080 SPECIAL EXCEPTIONS REQUESTED: Planned Residential Development and Adult Congregate Living Facility ORDER APPROVING APPLICATION This cause came on to be heard upon the above application and the Tequesta Village Council having considered the evidence presented by the applicant and other interested persons at a hearing called and properly noticed, and the Tequesta Village Council, being otherwise duly advised, THEREUPON, THE TEQUESTA VILLAGE COUNCIL FINDS AS FOLLOWS: l. The subject property is located in the R-2 Zoning District in the Village of Tequesta. 2. The applicant has submitted all documents required by the Village's Code of Ordinances for special exception review. 3. The application and all supporting documentation and presentation materials as reviewed by the Village Council at its August l l, 2016 meeting, and as kept on file by the Village, are made a part hereof and are hereby incorporated by reference. 4. According to Section 78-174 of the Village Code of Ordinances, planned residential developments and adult congregate living facilities are permitted as special exceptions in the R-2 Zoning District upon approval by the Village Council. 5. The applicant has applied for a special exception to develop and operate an adult congregate living facility as a planned residential development at the above referenced location. 6. Under the provisions of the Village Code of Ordinances, the Village Council has the right, power and authority to act upon the request herein made. Page 1 IT IS THEREUPON CONSIDERED, ORDERED AND ADJUDGED BY THE VILLAGE COUNCIL OF THE VILLAGE OF TEQUESTA, FLORIDA, AS FOLLOWS: The application for Special Exception, Case No. SEU-02-16 with reference to the above described property within the Village of Tequesta, Palm Beach County, Florida, to permit the following: development and operation of an adult congregate living facility as a planned residential development, in accordance with the special exception application attached hereto as Exhibit "A" is hereby APPROVED since the Village Council hereby finds that the applicants have met the standards set forth in Sections 78-363 and 78-364 of the Tequesta Zoning Code for special exception approval. The following conditions of approval, to which the Applicant has agreed, shall apply to this approval: 1. The Applicant shall provide the Village with historical documentation regarding the arsenic and petroleum contamination assessments that have been done in the past; and 2. The Applicant shall provide the Village with historical documentation regarding the arsenic and petroleum contamination soil remedial excavations and groundwater treatment activities that have been done in the past; and 3. The Applicant shall implement controls into the approved site plan and provide documentation evidencing regular, consistent controls, and evidencing ongoing cleanup activities that are reducing or eliminating the exposure risks to human health and to the environment; said documentation and cleanup activity shall be based on then current environmental best practices. Said documentation shall be provided to the Village on an annual basis, until the exposure risks to human health and to the environment have been eliminated. * The term applicant(s) as used herein shall include all successors and assigns. * The applicant's special exception approval shall expire in twelve (12) months unless a building permit has been obtained, preliminary site plan or plat approval has occurred, or other significant action to satisfy the requirements of this approval have occurred in accordance with Sec. 78-367. DONE AND ORDERED THIS I� DAY OF AUGUST, 2016. !. � �' � MAYOR A GAI B ENNAN, �",�"�NU�,"„"''"� VILLAGE F TEQUESTA � . �� _ , ti�. y ��, P�'��' Q G'� ° °. �(.�,� � � c,° ��'��`�F`- s v� �`'��..cN ; LORI McW1LLIAMS, MMC �: SEAL �D VILLAGE CLERK : �:INCORPORATED� � ''�• `'� � ': /,''��OF �....�� 2 �,,,,,, , , , , , , � � � � � � � � �� , , , , � � � � � ` . • VILLAGE OF TEQUESTA � -�;- DEPARTMENT OF COMMUNITY DEVELOPMENT Staff Report — Village Council Meeting — 8-11-16 1. PETITION DESCRIPTION - SEU 2-16: APPLICANT: Gentile Glas Holloway O'Mahoney & Associates 1907 Commerce Lane Suite 101 Jupiter FL 33459 OWNER: Key Estates Tequesta Senior Housing LP REQUEST: Application from Key Estates Tequesta Senior Housing LP, for a Special Exception Use to develop and operate a 96 unit Adult Congregate Living Facility (ACLF) with adjacent grounds and site amenities as a Planned Residential Development (PRD), pursuant to Sec. 78-174(d)(7) and (12), and Secs. 78-221 through 78-228 of the Village Code. The subject property is located on the R-2 Multiple Family Dwelling District. LOCATION: 4534-4546 County Line Road • LOCATION MAP � „ � � �� -, f . � . �" ; .. ' � � � � i ` Martin County ` � ,,,� +' ` � ' Key Estates Site ` , � , ��` "� ' _'� „�-;� 4534-4546 County Line Rd , � �` ; �,�r.;., ; f.�... � f_ .: � " <n. '. . . .' :. . �� Coui a�rtd �_ c,t�unty L�,ie�Edd ��uesta, FL 33469 .� ��°'.� :�a .: � .. � .� . . ; fi ,� _ �� a �;:c, � ' ��.. ,� �� e� �=a;r�. �- Unincorporated �w � ,� +��",� � a'�� k �" �`�`'�'� � � �' '�` � � �`� { °� � � $ �` j } rl Palm Beach County ,,. � � � �' * - � (PBC) � ;�`�,�;.� ' � � , � � <� � �� ;,��a=� ��, � � �. z . 1 , = �� +� � � � ti 7 �.€+'�E.f`°'f � ... � � � , �t,�; , � 7� � ,� �4 �2 �..� x„sg � � . � �,, � � �� ..°: � i � � 7 � e � ` � � s �'. - -�- :� .�,� �'�` r � � ;, '• � '' � `� ;;� �,.�. +q� .. �� a y � � � :J � .�' # �� r. �:�� r ,� �� S� iz: �� .rJ�•.''� � . � � � � � �t :'� . '"' �L� �� {s' � � Hannah s �� ,, . � ��;' ,�e�'�:a:3, s�` � ' -� �~: Home �'�:, � � � r � , �� , ' � �_-. � ' � � � 'i,� � ;� m � � � � � � � ,�rt ;.� �a �s �. � �."' s '� s ac�� '�J=`f^ °t ° �.dZ3* � .s�. si,�F � � � �� .�, � �� J� �� >,a�.a �. +�+ � ,. . .. . �:. a s � � � ,� � # ` ' � '� � � ,�. �. � � �` ' <"it � .:"�� .;» . ..<.,- ,�,... � _ . , '�� , a� ,.�� 't� � � � � � -�ad _ � �. �"'°':' �" '� Riverside Oaks Subdivision � "" �' �,� � � � • � �� :. i � -`��'"1/"*� 1["' � , � � �: , �� ;::i� F J . . 1 Department of Community Development -Staff Report- Special Exception Use Application - Key Estates Tequesta Senior Housing LP • 2. PETITION FACTS a. Total Gross Site Area: 348,485 Sq. Ft. (8 Acres) b. Total Building Footprint: 84,000 Sq. Ft. c. Total Building Sq. Ft.: 190,000 Sq. Ft. d. Density: 12 units per acre e. Zoning: R-2 Multiple Family Dwelling District f. Number of Units: 96 Units g. Number of Employee: 30-35 employees per shift h. Number of Beds and Residents: J ; ,. ,, ,, , ._ . .. �,: . ,, . , � . ... ,, , . � � �. • • � , � i � -.�, - � � , .. �� •.,,i,� � . . . _._ . .. . . .. .... . . . , ,..-_ 1! . .. Independent 81 131 101 109 162 Living (92.30%) (35% units have (100% units two residents: have two spouse or aid) residentsJ Assisted 10 24 22 24 24 Living (92.80%) • Extended 5 20 19 20 20 Care (94.10% ) TOTAL 96 175 142 153 206 *Per applicant proposal: Expected Number of Residents based on Occupancy Rate Data from The America Seniors Housing Association's Report "The State of Seniors' Housing" page 41 table 7.2. Independent Living Estimates - 50 units with 2 bedrooms (2 beds)= 100 beds - 31 units with 1 bedroom (1 bed) = 31 beds TOTAL = 131 beds Number of residents upon occupancy levels and number of beds in independent living units: - 35% have a second resident, a spouse or aide (81x.35=28) - 81 + 28=109 residents - 92.3% occupancy rate= 101 residents • Z Department of Community Development —Staff Report— Special Exception Use Application — Key Estates Tequesta Senior Housing LP • 3. LAND USE AND ZONING EXISTING LAND USE FUTURE LAND USE ZONING Medium Density R SUBJECT PROPERTY Vacant Land Residential (Multiple Family (5.4-12.0 D.U.'s peracre) Dwelling District) NORTH Single Family County Line Road- Low Density Low Density Residential District Martin County (Martin County) (Martin County) (Martin County — R-2B) SOUTH Riverside Oaks Low Density Residential Low Density Residential Single Family Dwelling (Max. 5.4 D.U.'s per acre) (Max. 5.4 D.U.'s per acre) District EAST Hannah's Home Low Density Residential Low Density Residential Singie Family Dwelling (Max. 5.4 D.U.'s per acre) (Max. 5.4 D.U.'s per acre) District W EST Unincorporated Palm Residential Low Density Residential Low Density Residential Beach County—Single (Unincorporated PBC) (Unincorporated PBC) (Unincorporated PBC) Family Residential 4. BACKGROUND • On May 12, 2016, the Village Council adopted Ordinance No. 7-16 amending the Village Code of Ordinances, Chapter 78. Zoning, in order to provide greater uniformity for the zoning of Adult Congregate Living Facilities throughout the Village, and to provide zoning regulations that address independent living, assisted care and extended (memory) care components, as well as associated off- street parking requirements. The code text amendment included specific provisions for the R-2 "Multiple Family Dwelling" zoning district regulations for density restrictions, parking requirements and other conditions of approval that all Adult Congregate Living Facilities as a Special Exception Use would have to meet in order to receive approval to operate. Key Estates Tequesta Senior Housing LP acquired the vacant eight (8) acres of the Rood property in 2013 from TD Bank. The existing site has been vacant for a number of years; it was previously owned by Rood Landscaping which operated a landscaping business at the site. The subject property was approved through a Special Exception Use for an Adult Congregate Living Facility (ACLF) 5E-01-12 on November 8, 2012. This approval did not include the Independent Livin� use. The subject approval has been extended fourth time. Initially, via the Village Counsel's Order Granting Extension Of Time For Special Exception (SE-01-12) in 2013. Next, via the Village Counsel's Order Granting Extension Of Time For Special Exception (5E-01-12), dated April 10, 2014. Then, on October 5, 2014, pursuant to request under House Bill 7023 of the 2014 Florida Legislature. This year, it was granted the last time extension on January 15, 2016 to July 7, 2017. Key Estates Tequesta Senior Housing LP applied for a Special Exception Use approval to allow a 96- • unit Adult Congregate Living Facilities (ACLF). The Village's Code recognizes that there are certain 3 Department of Community Development —Staff Report — Special Exception Use Application — Key Estates Tequesta Senior Housing LP � uses and features which, because of their unique characteristics, cannot be distinctly classified or regulated in a particular district without consideration in each case of the impact of such uses and features upon neighboring uses and the surrounding area. A special exception use is not the automatic ri�ht of any applicant. The applicant must comply with criteria stated in Sections 78-363 and 78-364 of the Code. The following graphic presents the development approval process regarding the Key Estates Tequesta Senior Housing LP proposed facility: ... - ;� ti $ �> . . . . .� £ � �� . �� ''. � � • � 5. STAFF ANALYSIS The following staff analysis includes compliance with provisions of Ordinance No. 7-16, Criteria for Granting Special Exception (Section 78-363), and Findings Required for Approval (Section 78-364) regarding Special Exception Use of the Village Code. ORDINANCE No. 7-16 According to Ordinance No. 7-16 (see attached), approval of Adult Congregate Living Facilities (ACLF) are subject to the following conditions: a. An adult congregate living facility sha1J contain either an assisted care facility or an extended care facility as a component of the development, and may also contain an independent living facility as a component, in order to be deemed an adult congregate living facility. The proposed facility includes independent living, assisted living and memory care units. In compliance. b. The minimum site for an adult congregate living facility shall be two acres. The proposed site consists of two parcels for a total of 8(eight) acres. Both parcels will need to be replatted and a unity of title recorded along with the site plan review approval. � In compliance. 4 Department of Community Development —Staff Report — Special Exception Use Application — Key Estates Tequesta Senior Housing LP � c. All adult congregate living facilities with assisted living and/or extended care facilities shall provide sufficient staff to operate the facility in a proper manner as required by the minimum standards of the state department of health and rehabilitative services, and shall provide facilities which meet the physical, recreational, emotional, and social life needs of the residents of the facility. The proposed facility must comply with all the State Department of Health standards and regulations. It also provides a number of amenities such as a swimming pool, putting green, bocce court, community garden, butterfly garden, and walking trails. In compliance. d. All facilities containing more than one story shall have an elevator large enough to carry a stretcher. The Village's Fire Safety Department reviewed the subject application and required an elevator with an inside platform of 7'-8" by 5'-5" clearance to accommodate a patient on a stretcher in the horizontal position. This can be achieved by utilizing a#4000 elevator. The applicant is proposing a#4500 elevator; this will meet the Fire Departments requirements, providing that the elevator is accessible from every elevated floor in the building. The IBC code referenced strictly applies to the Building Code and not the Village of Tequesta, Code of Ordinances or the Florida Fire Prevention Code. Therefore if every elevated floor has access to this elevator, the applicant meets this requirement. The applicant confirmed that the facility will have at least one #4000 elevator accessible to a stretcher from all floors. In compliance. � e. No portable heaters or other dangerous appliances shall be used in such facilities. The applicant acknowledged this requirement. In compliance. f. All facilities shall conform to applicable village codes and ordinances, including building, electric, plumbing, fire prevention and state department of insurance minimum fire safety standards for adult congregate living facilities. The applicant acknowledged this requirement. In compliance. g. The applicant shall provide transportation to the facility in a form and manner acceptable to the village council. The applicant acknowledged this requirement. In compliance. h. The residence may have individual kitchen facilities in addition to the central kitchen and/or facility which shall be provided for the residents of the entire adult congregate living facility. Such central kitchen shall provide at least two meals per day to the residents of the facility. The proposed ACLF proposes a central kitchen to serve the entire facility. In addition, the assisted living unit will provide a kitchenette area, and the independent living unit will have a kitchen area. In compliance. • 5 Department of Community Development—Staff Report—Special Exception Use Application — Key Estates Tequesta Senior Housing LP . i. An application for special exception for each such facility shall contain a market analysis which demonstrates the viability and need for the facility to be built or established at the proposed location set forth within the application. For these purposes, the market analysis shall contain, but not be limited to, the following determinations: 1. Determination of the service area of the proposed facility. 2. Determination of the service area population, present and future. 3. Statement of need for all proposed levels of care. The applicant provided a market analysis (please see attached document). In compliance. j. Maximum residential density for the Adult Congregate Living Facility is 12 units per acre, calculated as follows: 1. Independent living: Facilities comprised of residences intended for use by one individual or family. Each such residence shall be equal to one dwelling unit for purposes of calculating density. 2. Assisted care: Facilities wherein beds are provided for residents in a less ini care setting than extended care, but that requires assistance where independent living is not possible, since these residents are less mobile and less active than those in an independent living dwelling unit. Two point Three Nine (2.39) persons in the assisted care componentshall equal one dwelling unit for purposes of calculating density. 3. Extended care: Facilities wherein beds are provided for residents in the nature of a • nursing, memory care or convalescent home. Four (4J persons in the extended care component shall equal one dwelling unit for purposes of calculating density. The proposed facility complies with the density requirement of 12 units per acre: the site consists of 8 acres and the applicant proposes 96 units including Independent living (81 units), assisted care/living (10 units) and extended care (5 units). In compliance. k. The adult congregate living facility shall, by separate agreement, guarantee payment to the primary fire rescue provider for patient ambulance transport service. The applicant acknowiedged this requirement. In compliance. I. All facilities shall be equipped with an emergency backup generator system. The system shall be of sufficient size and power for the facility's maximum occupancy load and shall have a fuel source sufficient to operate the facility for a minimum of seven days. The proposed facility includes an emergency backup generator. The fuel source will be natural gas and sufficient to operate the facility for a minimum of seven days. In compliance. • 6 Department of Community Development —Staff Report— Special Exception Use Application — Key Estates Tequesta Senior Housing LP • CRITERIA FOR GRANTING SPECIAL EXCEPTION Per Section 78-363 of Village Code, special exception use shall be permitted only upon authorization of the Village Council provided that such uses shall be found by the Village Council to comply with the foilowing requirements: 1. The proposed use is a permitted special exception use. In compliance with Section 78-174 (d)(7)(12) Special Exception Uses: Planned Residential Developments (PRD) and Adult Congregate Living Facilities (ACLF) are special exception uses in the R-2 Multiple-Family Dwelling zoning district. Per Sec. 78-225 (6)(e), ACLF is a permitted use under Article VII Planned Residential Development (PRD). 2. The use is so designated, located and proposed to be operated so that the public health, safety, welfare and morals will be protected. The proposed facility does not include vehicular gates. The residential facility will provide monitoring IP (internet based) cameras at the main entry courtyard, additional secondary entrances and swimming pool area. The facility will continue to provide an emergency access toward the Riverside Oaks community located to the south of the subject site. The proposed facility was reviewed by the Village's Fire Safety department as part of this Special Exception Use application. The proposed facility complies with the following: site access for fire apparatus, building NFPA 13 automatic sprinkler system and local Fire regulations, emergency generator system, elevators according to the facility needs. Further review will be conducted at � the Site Plan Review phase. The Village is aware of the environmental issues related to the site due to its previous use as "Rood Landscaping Company." The site was operated as a landscape nursery, retail sales, installation and wholesale growing. In 1998, it was conducted a Phase I Environmental Site Assessment that indicated two types of contaminations: petroleum and pesticides. A number of initiatives were conducted over time to provide contaminant clean up and monitoring procedures. Please see attached information provided by the applicant. , After this subject application was filed, a meeting related to the petroleum contamination matter was conducted on July 7, 2016. The subject meeting was attended by the Village's staff, the applicant and the Palm Beach County Environmental Resource Management's (PBC ERMJ staff (Alicia Andersen, P.G., Site Manager and Clint Thomas, P.E.). Please see attached meetinp notes provided bv PBC ERM. Mrs. Anderson states in her attached meeting notes "that there are no concerns for human health hazards from the petroleum contamination as it currently exists at this site. However, if a water supply or irrigation well is constructed in the petroleum contamination plume, there would be a concern. George Gentile, developer, stated that potable water for the development would be from the Village of Tequesta Water Utilities and any irrigation wells for the landscaping would be located across the property as to not affect the petroleum contamination plume." PBC ERM also expressed that communication and coordination will continue with the site owner as the agency proceed with additional petroleum restoration and property development. � � Department of Community Development —Staff Report— Special Exception Use Application — Key Estates Tequesta Senior Housing LP . After this subject application was filed, a meeting related to the pesticide contamination matter was conducted on July 8, 2016. The subject meeting was attended by the Village's staff, the applicant and William Vogelsong, P. G. of Arcadis. Arcadis has conducted extensive work related to the arsenic contamination and remediation throughout the years. Please see attached information submitted by the applicant. The Village contracted Mr. Jan Beernink from Nutting Environmental of Florida (NEF) to assist with the environmental review. Please see attached letter from Mr. Beernink which states, "Based on the information provided, it is NEF's opinion that the reported petroleum contamination and pesticide (arsenicJ contamination as currently identified, does not present a condition that warrants the Village to prohibit the use of the property as a Senior Living Community, as long as the proposed development plan incorporates specific action including, but not limited to, controls and measures to address concerns associated with contaminant exposure and contaminant migration of the remaining petroleum and pesticide contamination at the subject site." Mr. Beernink also recommended the applicant provide an affidavit to be included as part of the Special Exception Use application. Please see attached affidavit. The applicant submitted additional information and a site plan depictin� the area of petroleum and pesticide contaminated soil/�roundwater that remains at the site which will be further reviewed durin� the Site Plan Review phase. • 3. The use will not cause substantial injury to the value of other property in the neighborhood where it is to be located. The eight-acre site has been vacant for a number of years. According to the applicant, the proposed Adult Congregate Living Facility will provide a high-end senior residential service to a population that was identified in their market study. The proposed use will not cause injury to the value of the other property in the neighborhood where the subject property is located. In terms of architecture, the applicant is proposing a three- (3-) story building which is permitted as part of the Planned Residential Development code. The subject site has an existing Declaration of Restrictive Covenant that restricts the development of the property to a maximum of two (2) stories in height. The applicant will bring forward a request to abandon or modify the subject Deed Restriction as part of the Site Plan Review phase. On July 11, 2016, the applicant conducted a community meeting attended by residents of Riverside Oaks. The purpose of the community meeting was to introduce the proposed facility to the surrounding neighbors. There were seven (7) attendees at the meeting. Some residents expressed their concerns regarding the height of the building and its proximity to and visual impact on their homes and neighborhood. There were also questions regarding drainage and the capacity of the site to mitigate without using the neighborhood catch basin that drains on the community lake. 4. The use will be compatible with adjoining development and the proposed character of the district where it is to be located. The proposed Adult Congregate Living Facility use is compatible with adjoining developments � including Hannah's Home and surrounding single residential dwelling units. s Department of Community Development —Staff Report— Special Exception Use Application — Key Estates Tequesta Senior Housing LP � In terms of architecture, the applicant is proposing a three- (3-) story building which is permitted as part of the Planned Residential Development code. The subject site has an existing Declaration of Restrictive Covenant that restricts the development of the property to a maximum of two (2) stories in height. The applicant will bring forward a request to abandon or modify the subject Deed Restriction as part of the Site Plan Review phase. On July 11, 2016, the applicant conducted a community meeting attended by residents of Riverside Oaks. The purpose of the community meeting was to introduce the proposed facility to the surrounding neighbors. There were seven (7) attendees at the meeting. Some residents expressed their concerns regarding the height of the building and its proximity to and visual impact on their homes and neighborhood. There were also questions regarding drainage and the capacity of the site to mitigate without using the neighborhood catch basin that drains on the community lake. 5. Adequate landscaping and screening is provided as required in this chapter. The proposed facility provides landscaping and screening toward the surrounding neighborhood. Further landscape review will be conducted during the Site Plan Review phase. 6. Adequate off-street parking and loading is provided and ingress and egress is so designed as to cause minimum interference with traffic on abutting streets. The proposed facility is in compliance with Ordinance No. 7-16, Sec. 78-705. Required number of parking spaces, (1) Adult congregate living facilities: � a. Independent living component: One and one half spaces for each dwelling unit b. Assisted care component: One space per dwelling unit or equivalent. c. Extended care component: Two spaces per four patient beds. The applicant submitted a traffic statement. The proposed facility meets the Traffic Performance Standards (TPS) of Palm Beach County's Traffic Division. Further review will be conducted durinq the Site Plan Review phase. FINDINGS REQUIRED FOR APPROVAL Per Section 78-364 of the Village Code, before any special exception is granted, the Village Council shall apply the standards set forth in this division and shall determine that satisfactory provision and arrangement of the following factors have been met by the petitioner, where applicable: 1. Compliance with all elements of the Village Comprehensive Plan The subject property is located in the Medium Density Residential Future Land Use district. The proposed facility complies with Policy 1.1.2 "the Village's Land Development Regulations shall conform to, and implement, the use, density and intensity standards as outlined on Table FLU-1." Table FLU-1 states that the Maximum Density and Intensity for a Medium Density Residential Future Land Use district is "12 units per acre." The proposed facility is in compliance, providing 96 units on a 9 acre site. The proposed use "Adult Congregate Living Facility° meets this provision of the Comprehensive Plan. . 9 Department of Community Development —Staff Report— Special Exception Use Application — Key Estates Tequesta Senior Housing LP • 2. Ingress and egress to property and proposed structures thereon with particular reference to automotive and pedestrian safety and convenience, traffic flow and control, and access in case of fire or catastrophe. The traffic analysis emphasized that the proposed facility will not impose a negative impact on adjacent roadways. The proposed facility has three vehicular entrances including two separate fire safety accesses. One on the east side, and another on the west side. The proposed use "Adult Congregate Living Facility" meets this provision. 3. Off-street parking and loading area, where required, with particular attention to the items in subsection (2) of this section. The proposed facility is in compliance with Ordinance No. 7-1, Sec. 78-705. Required number of parking spaces, (1) Adult congregate living facilities: d. Independent living component: One and one half spaces for each dwelling unit e. Assisted care component: One space per dwelling unit or equivalent. f. Extended care component: Two spaces per four patient beds. The applicant submitted a traffic statement. The proposed facility meets the Traffic Performance Standards (TPS) of Palm Beach County's Traffic Division. Further review will be conducted at the Site Plan Review phase. 4. Nuisance factors detrimental to adjacent and nearby properties and the Village as a whole. Nuisance factors shall include but necessarily be limited to noise, odor, smoke, glare, electrical interference and/or mechanica) vibrations. � The proposed facility does not impose nuisance factors such as noise, odor, smoke, glare, electrical interference and/or mechanical vibrations. The Village is aware of the environmental issues related to the site due to its previous use as "Rood Landscaping Company°. The site was operated as a landscape nursery, retail sales, installation and wholesale growing. In 1998, it was conducted a Phase I Environmental Site Assessment that indicated two type of contaminations: petroleum and pesticides. A number of initiatives were conducted throughout the years regarding clean up and monitoring efforts, Ip ease see attached information provided bv the applicant. Since this subject application was filled, a meeting related to the petroleum contamination matter was conducted on luly 7, 2016. The subject meeting was attended by the Village's staff, the applicant and the Palm Beach County Environmental Resource Management (PBC ERM)'s staff (Alicia Andersen, P.G., Site Manager and Clint Thomas, P.E.). Please see attached meetinp notes provided by PBC ERM. Mrs. Anderson stated in her attached meeting notes "that there is no concerns for human health hazards from the petroleum contamination as it currently exists at this site. However, if a water supply or irrigation well is constructed in the petroleum contamination plume, there would be a concern. George Gentile, developer, stated that potable water for the development wou/d be from the Village of Tequesta Water Utilities and any irrigation wells for the landscaping would be located across the property as to not affect the petroleum contamination plume." PBC ERM also expressed that communication and coordination will continue with the site owner as the agency . proceed with additional petroleum restoration and property development. 10 Department of Community Development —Staff Report— Special Exception Use Application — Key Estates Tequesta Senior Housing LP • Since this subject application was filled, a meeting related to the pesticide contamination matter was conducted on July 8, 2016. The subject meeting was attended by the Village's staff, the applicant and William Vogelsong, P. G. from Arcadis. Arcadis conducted extensive work related to the arsenic contamination and remediation throughout the years. Please see attached information submitted bv the applicant. The Village contracted Mr. Jan Beernink from Nutting Environmental of Florida (NEF) to assist with the environmental review. Please see attached letter from Mr. Beernink stating "Based on the information provided, it is NEF's opinion that the reported petroleum contamination and pesticide (arsenic) contamination as currently identified, does not present a condition that warrants the Village to prohibit the use of the property as a Senior Living Community, as long as the proposed development plan incorporates specific action including, but not limited to, controls and measure to address concerns associate with contaminant exposure and contaminant migration of the remaining petroleum and pesticide contamination at the subject site". Mr. Beernink also recommended the applicant provided an affidavit to be included as part of the Special Exception Use application, please see attached affidavit. The applicant submitted additional information and site plan depicting the area of petroleum and pesticide contaminated soil/groundwater that remains at the site currently that will be further review at the Site Plan Review phase. Further revisions will be conducted before the site plan approval process. • 5. Utilities, with reference to location, availability and compatibility. The Village's Water Plant will provide potable water to the proposed facility. The subject facility will comply with the Loxahatchee River District and South Florida Water Management District standards and requirements. Further revisions will be conducted before the site plan approval process. The Village contracted Mr. Jan Beernink from Nutting Environmental of Florida (NEF) to assist with the environmental review. Please see attached letter from Mr. Beernink which states, "eased on the information provided, it is NEF's opinion that the reported petroleum contamination and pesticide (arsenicJ contamination as currently identified, does not present a condition that warrants the Village to prohibit the use of the property as a Senior Living Community, as long as the proposed development plan incorporates specific action including, but not limited to, controls and measure to address concerns associated with contaminant exposure and contaminant migration of the remaining petroleum and pesticide contamination at the subject site." Mr. Beernink also recommended the applicant provided an affidavit to be included as part of the Special Exception Use application, please see attached affidavit. 6. Screening and buffering with reference, to type, dimensions and character. The proposed facility provides landscaping and screening toward the surrounding neighborhood. Further landscape review will be conducted during the Site Plan Review phase. 7. General compatibility with adjacent properties and other property in the district. The proposed Adult Congregate Living Facility use is compatible with adjoining developments � including Hannah's Home and surrounding single residential dwelling units. 11 Department of Community Development—Staff Report—Special Exception Use Application — Key Estates Tequesta Senior Housing LP • In terms of architecture, the applicant is proposing a three- (3-) story building which is permitted as part of the Planned Residential Development code. The subject site has an existing Declaration of Restrictive Covenant that restricts the development of the property to a maximum of two (2) stories in height. The applicant will bring forward a request to abandon or modify the subject Deed Restriction as part of the Site Plan Review phase. On July 11, 2016, the applicant conducted a community meeting attended by residents of Riverside Oaks. The purpose of the community meeting was to introduce the proposed facility to the surrounding neighbors. There were seven (7) attendees at the meeting. Some residents expressed their concerns regarding the height of the building and its proximity to and visual impact on their homes and neighborhood. There were also questions regarding drainage and the capacity of the site to mitigate without using the neighborhood catch basin that drains on the community lake. 8. Whether the change suggested is out of scale with the needs of the neighborhood or the Village. The eight acre site has been vacant for a number of years. According to the applicant, the proposed Adult Congregate Living Facility will provide a high end senior residential service to a population that was identified in their market study. The proposed use will not cause injury to the value of the other property in the neighborhood where the subject property is located. In terms of architecture, the applicant is proposing a three (3) story building which is permitted as part of the Planned Residential Development code. The subject site has an existing Declaration of Restrictive Covenant that restricts the development of the property to a maximum of two (2) stories in height. The applicant will bring forward a request to abandon or modify the subject Deed � Restriction as part of the Site Plan Review phase. On July 11, 2016, the applicant conducted a community meeting attended by residents of Riverside Oaks. The purpose of the community meeting was to introduce the proposed facility to the surrounding neighbors. There were seven (7) attendees at the meeting. Some residents expressed their concerns regarding the height of the building and its proximity to and visual impact on to their homes and neighborhood. There was also questions regarding drainage and the capacity of the site to mitigate without using the neighborhood catch basin that drains on the community lake. 9. Any special requirements set out in the schedule of site reguiations in 78-143 for the particular use involved. The proposed use is located on the R-2 Multifamily Residential district. The subject application from Key Estates Tequesta Senior Housing LP, for a Special Exception Use to develop and operate a 96 unit Adult Congregate Living Facility (ACLF) with adjacent grounds and site amenities as a Planned Residential Development (PRD), pursuant to Sec. 78-174(d)(7) and (12), and Secs. 78-221 through 78- 228 of the Village Code. The subject application conforms with the following regulations governing the district: setbacks, height, open space, building coverage, parking, and density (12 units per acre). . 12 Department of Community Development —Staff Report— Special Exception Use Application — Key Estates Tequesta Senior Housing LP • 6. FINAL REMARKS This special exception use application has met the requirements of Section 78-368 regarding notice of hearing. The notice of hearing will be advertised on July 31, 2016; it was also mailed to all property owners located within a 300-foot radius of the property for which the special exception is requested. Per Code Section 78-367, a special exception shall commence within 12 months from the approval date; and only one extension of up to six months shall be permitted by the Village Council. The subject application was reviewed by Community Development, Law Enforcement, Fire Safety, the Water department, and Nutting Environmental of Florida. The applicant would need to comply with the following as part of the site plan approval process: 1. The proposed site consists of two parcels for a total of a 8(eight) acres. Both parcels will need to be replatted and a unity of title required. 2. Division 2. Site Plan Review requirements. 3. Application and approval to abandon or modify the existing Declaration of Restrictive Covenant that limits the development of the property to a maximum of two (2) stories in height. The Applicant acknowledges the presence of arsenic and petroleum contamination on the site. As a condition of approval, Staff is recommending the following: 1. To provide the Village with historical documentation regarding the arsenic and petroleum � contamination assessments that have been done in the past; and 2. To provide the Village with historical documentation regarding the arsenic and petroleum contamination soil remedial excavations and groundwater treatment activities that have been done in the past; and 3. To implement controls into the approved site plan and provide documentation evidencing regular, consistent ongoing cleanup activities that are reducing or eliminating the exposure risks to human health and to the environment; said documentation and cleanup activity shall be based on then current environmental best practices. Said documentation shall be provided to the Village on an annual basis, until the exposure risks to human health and to the environment have been eliminated. • 13 Department of Community Development —Staff Report— Special Exception Use Application — Key Estates Tequesta Senior Housing LP . EXISTING SITE CONDITIONS .�! i � ,�' � �t � � ��,� �`� ` � ��r � �� Z' kF �W;; p �i �;,� �� '�,� �� ; r� I�I I �,' .� _ „� ` �� n� � . - .m �� t '�"'`�;°k 4, ;�' ,�° �, - _ , �� n '�`' �u ��--`` ' �v,s� ""` � �' �: �� iQ��X�96�� .. .. ��, °_-�,��. � '� . -� �.� �� _ - • e r }`,� f., � 4. `�� °*,+ .•��.ts�_ . � : ^'f — �� .. -. ', r - ��-'� .. . .... . . . . . , .. y . , :. d 5�-;� y . ,..:�`+4.�«.. ��`� a.'g fi lil �fy a �� , s � � �s Front View of Subject Property .:�"" ' �'��:��>. , � A �, f '`Y r x , , J. 4 1. y ,�=� � ,�., > i' �. ��i A � . �� t ,: � . � . .; ». s .` ,. . �r� •. .. , e. J.z '� � y 1L".. . � 3� � . Y� � 4 � .� � �' � . � � . x, v� �� -t ' � , �..-. , « - qy "� �i.w� �, `�s I ? _'� � `. �< � ,� ^ �� . � rs. 'S �r .. ... r . ��" �- � � ` � '� � � � � � �� M � �� ' r # � � �` r�,.:•��` S• . Y,� '�`' P � �`�{�� ; � �; tK � '�} i "`� !�. s�' �`Y�� SY�k�Y,,...,� . � A ,�, a.. �..., . Front View of Subject Site ADJACENT PROPERTIES _ t f - -�.>. �. , ,. � . �. .. � � - .. .. . e 7.- � �� I � � r 'J� fI ° ' ... � • __" - : � ��. � , � � � " ,, � � �r �;,,, � �� , _ I . _ � _�,.. _ r � _ , . e_„ „ . _ ° ., � _ .� _ � - v � ��. • — . �'{.:. .. � .� .e . �- , . „_ a.,=: � , , �:��. � _�_ .� �. _ Hannah's Home: East of Subject Property Martin County subdivision: North of County Line Road • 14 Department of Community Development —Staff Report—Special Exception Use Application — Key Estates Tequesta Senior Housing LP I • EXISTING SITE CONDITIONS •:«. � ,� ,� - — ,�, : a � - � � y � r � ------------------- i �-�. ".,� �� 1 /� y :., .�-" . � `� � �'•� � 1 � k �° S,�, �+ '� , �� p a. : �'�� l � -�.9A `�6�'� � a . s�39�° � . . �. ., . . � �,. _' . . . ;m - �� f . ' ' � -. ., . . .., .�. .... -& ..:, , �... �.k' .. . . � , .. . ., vqa: :• � .. . . . . . .. . .,:. ., . . �. . . .� : . .. . . .., :..�. � "• . - • - ' . .. .. � ; . _. r '�� w-. �.. i � . . �._ ,. - F , e-:.� . , _ _ .�-��.. . . �' 9 .,;.,� q x .� �.' ? _ • �. �� Riverside OaYcs Subdivisi�� auth � ``'' "�' ' Of Subject Property ;� ,, y ��»� �� „ �� South View of Subject ,�'� � r,�, Property � , * , , � �,. ° � � _:�'��,:.:� . �� :r y+ ��. � y ' ` t . . �„ �'4.t}R�5 4�" tJ �� .: ' � �� 5" 'A+� ,� 'c � � � ��.8'��;� �a} � ,. x '°.€€� �� b �, q� �e.- „u,<�x� f : _ . , r e� '� � � -° = Y ,f .�. �� • a s �#, „ f� �'. �c- : , .,� $ x� L I�t S Y �^�F. �� £^�� t. ��A � . t� � g'� t : ' .. r^�+'T� .k �v�,. p�',�., '� � �. �. '# �. �,,� :.e � ,� 3 � I �� n. _ _. .,�.��~ . _ __ . u_. . �„n .a... _ �,e._ ... _... ADJACENT PROPERTIES ._ , . : � �: o:. ��°w ' -. - _ � � `�� ar , � � �, s . c` a� s . : ...� .�� Y; � . . i( V I ' -. � . .:4�. �G r � ' - . I � .,., �� , f �::�- f'4 . s R . ��, � J � N II I � �� i � . �# 1 � _ C �€ � �,II ��`��1' � 4y , ,� � � ' I'�� u . . > ..� ..� �.;, . �,�•t �a� � �.�,� _. -, , . _�. „ suue�_� ;op�;ty _ • 15 Department of Community Development —Staff Report— Special Exception Use Application — Key Estates Tequesta Senior Housing LP • EXISTING SITE CONDITIONS ,�� . . . ,�,_ � ,� � d �� ;.;� �� .;i '�j�rc , . , . . , , �. � . - � "s, �' I 1� � t�u+*�+ �e.v �'. �} ., - ��. � � �' � �� :� � � - - -- – �. , �: ,� �� r ,: � ., �'� _ �_..._�,.__.< < � . � �•�° � f . , ,�� . Riverside 0aks �� ` `�� - ffi ,, , x , --> w ,.� _��.�,� ��_� ___ �� ,��:s � � . � . � � Unincorporated PBC Single �: -• �"' _ � ° �' �=�`' Family Residential ° ��'' Unincorporated PBC � lWest af Sub�e�� '� ��r�e°t��' "_ Single Family Home ' �� ; � � �� s.:: � �,� ._ �� ; 4 � � � �� South & West View of Subject Property ADJACENT PROPERTIES , a• �¢ `��'= �; § � , �� ' � t - - � , � :: � � , �:� , , � �� s.:- - -: ,�--'._, :. .. . � � , � �' .. r,. . : ^ ,<^ �-e. � �� .,�' � �� <_> � ' � m . , , ''/. ... ..,,� —... �__ . _, ^`\ � � ....�,_.�. . �. x . --. __ .., _ ... +�.rs_ .. _ ,, ..---.�— � _. � � - � a.»_ � � . w�. � "':' - .- .. r .. � � �°��r 'S+trT�„v�� a=� �•f , '�°„°,�,��'� � ��` , ,;,,�� a�� ,. �,.,��. , �,,,;;; ,,,,. , � _, ;,;,� � ,�.�� West View Towards Adjacent Single Rd (Unincorporated Palm Beach County) Family Home �_ .,,: ; . . � View Towards Subject Site From Western Residential �`''� ,' ,: � Unincorporated Area i _ , -_ _—._--- ___ 4 . ,� �� g. – � � - _. °-� �E > �. . . , � _ , �, �� `�- , –._ _..�_ �_ _..F _ _� — � �. :. �_ � ' ., .. � � � �� -� �� - � , � � �� y ��p� ,��' �"� `�� _ . , i; ... � , . � .. . . :�.. _.. ._. . • •� Fis t . . '. '.a � ..��,... . .. Y..,' "�} �.� x _ °5 . - . . _..,;E3�'��€ P .,' ; `,�.,, , ' .:�-�`'. . ". - < � Unincorporated PBC Single Family Homes: West of g G = . Subject Property 16 Department of Community Development -Staff Report- Special Exception Use Application - Key Estates Tequesta Senior Housing LP . • Environmental Property Assessments • Contamination Assessments • Remediation • Monitoring Welis - • IAQ / Moid Evaluation NUTfINO ENVIRONMENTAL OF FLORIDA� INC. Your Pro�ect 7s Our Commitment July 15, 2016 Village of Tequesta 345 Tequesta Drive Tequesta, FL 33469 Atfn: Ms. Nilsa Zacarias, Community Development Director Re: Contamination Assessment Information Special Exception Use Application for Key Estates Senior Living Community at Former Rood Outdoor Environment Facility 4546 County Line Road Tequesta, Palm Beach County, Florida NEF #: 7548.1 Dear Ms. Zacarias: • NUTTING ENVIRONMENTAL OF FLORIDA INC. (NEF) has prepared this letter to discuss the petroleum contamination and pesticide contamination assessment information provided by Gentile Glas Hoiloway O'Mahoney & Associates, Inc. (2GH0) in correspondence dated July 13 and 14, 2016. The information provided by 2GH0 was prepared in response to meetings with the Village of Tequesta on July 7 and July 8, 2016 and more specificaliy a request from Ms. Nilsa Zacarias in email correspondence dated July 8, 2016. Although the documents submitted by 2GH0 do not provide all information requested in the email correspondence from Ms. Zacarias dated July 8, 2016 and are not sufficient to evaluate how these contaminant concerns are to be addressed through the site development plan and other measures as may be indicated, it is NEF's opinion that the information provided is sufficient to evaluate the proposed site use and associated Special Exception Use application for the site. Based on the information provided, it is NEF's opinion that the reported petroleum contamination and pesticide (arsenic) contamination as currently identified, does not present a condition that warrants the Village to prohibit the use of the property as a Senior Living Community, as long as the proposed development plan incorporates specific actions including, but not limited to, controls and measures to address concerns associated with contaminant exposure and contaminant migration of the remaining petroleum and pesticide contamination at the subject site. As such, NEF recommends the applicant include an affidavit in the Special Exception Use application stating that the applicant will provide additional assessment information and that the proposed site development plan will incorporate specific measures and controls (as appropriate) to address concerns associated with contaminant exposure and contaminant migration of the contamination that remains at the subject site (as it pertains to stormwater management, irrigation, exposed soils {landscaped areas), dewatering, ete. as discussed in the July 7 and July 8, 2016 meetings). 1310 Neptune Drive • Boynton Beach, Florida 33426 • 561-732-7200 . Broward 954-782-7200 • St.Lucie 772-408-1050 • Miamf-Dade 305-557-3083 • Fax 561-737-9975 Toll free:l-877-NUTTING (688-8464) � www.nef.cc • info@nef.cc Contamination Assessment information � Speciai Exceptlon Use application for Key Estates Senior Uving Communliy at Former Rood Outdoor Environment Facility 4546 County Line Road Tequesta, Palm Beach County, Florida NEF # 7551.1 The following contamination assessment information should be provided to aid in the evaluation of contarninant exposure and contamination migration concerns: - Summary of the Site History and Contamination Assessment/Remediation performed at the Site - Discussion of the location and extent of contamination (soil and groundwater} that remains at the Site - Site Plan depicting the area af petroleum contaminated soil/groundwater that remains at the site - Site Plan depicting the area of pesticide contaminated soil/groundwater that remains at the site Please note that the objective of this evaluation by NEF is strictly limited to assist the Village of Tequesta in their review af 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 of the as current contaminant concentrations or sessment activities, the accuracy of the contamination assessment data, potential regulatory reporting obligations and associated contamination assessmenUremediation requirements which may exist, NEF appreciates this opportunity to be of service. Should you have any further questions or concerns, please do not hesitaie to contact the undersigned at your convenience. Respectfully submitted, NUTTING ENVIRONMENTAL OF FLORIDA, INC. � f --- _ . ---, � > % . . _. _.. _�---- - �_�-- �'�,... � � _.. �: �-� • �' Jan � rnink� Richar .la�, P.E. Vice-Presi e�f (�P�P�nt � • N�JTTING ENVRONMENTm1 OP FLORIOa� INC. Yf 11 u' H S� b LF a' CO n 6Ll.0 L � � K�Y��T,�TES� Ms. Nilsa Zacarias, Community Development Director Department of Community Development Village of Tequesta 345 Tequesta Drive Tequesta, FL 33469 Tuesday, July 19, 2016 Key Esfiates Tequesta Senior Housing LP Affidavit State of Florida, Miami Dade County In the interest of time, Key Estates Tequesta Senior Housing LP, is providing this affidavit to the Village of Tequesta agreeing to provide documentation that will assist Village understanding of the historic arsenic and petroleum soil and groundwater assessments and historic soil remedial excavations and historic groundwater treatment activities conducted at the subject property to address these adverse impacts; and, in accordance with a standard level of environmental practice, provide reasonable arsenic and petroleum � confirmatory-cleanup data, and/or implement controls into the approved Site Plan that will minimize or eliminate reasonable exposure risks, if any, to human health and the environment from the arsenic and petroleum. Executed this 19` day of July 2016 by Key Estates US LLC, a Florida LLC, General Partner to Key Estates Tequesta Senior Housing LP, a Florida Limited Partnership t ti ___� � t�� =�� ---.� �-A u .�,.r��.T.--� Thomas Faure Manager . KEY ESTATES US LLC, 1200 Brickell Avenue, 18� Floor, Miami FL 33131 www.key-estates.com Tel: +1 786 350 907.1 • Commonweaith of Virginia ) ) ss: County of Fauquier � I, the undersigned, a Notary Public, in and for the State and County aforesaid, do hereby certify that Thomas Faure whose name is signed to the foregoing instrument, has acknowledged the same before me in the jurisdiction aforesaid. GivErv under my hand and official seal this July 19 2016 ��.-p_ I ��.,� Virginia Electronic Notary Public \\\ ��\��1111 I I 1 !11///�� My Commission Expires 2019 \ ��o �� ARG � o ��..apSAR/�a� . s z � 320748 � Commission Number: _ � a Z : �. �_ i < n'.d� ' " �O'� � �_`. �' �,' � % �, FQ ��l . ��;.• � \ /� � ' �F Q �N NUMBEa3� Q �\ N NOVEMO // ��j�j // � � N O 'f P �\\\\\\\\� /l��j� � � �11�1 Description of Attached Document Title or Type of Document Key Estates Tequesta Senior Housing LP Affidavit Document Date; 07/19/20�6 Number of P age ding acknowlegement Signer(s) Other Than Named Above: N�A � • Notar�ize Verify this document and the notarization at https://verify.notarize.com// with the following information: 07/19/2016 C6FZEH6Q V33JER Fa u re \ �� \ �\��11111I I �II!////�� `��'�l,t�� \ �\� o � \a � ARGF�� A /" ` o �� ,�p� RIZ�.... y Z i u U, � O . ' � � _ Jacqueline Argelis Phillips � m Q,':�d � �'`•' y;� � % � F°o' :�o ti�•'��a � � � (1 - ( - q'S,y • , M ' �', •' S ,y0, 4 0 � � Virginia Electronic Notary Public �j � R FS��NNUfd 8E �3� Q \ �� N Nov�Me ,� \� Notary ID: #320748 /// ��//�f'� � � �1��\�� 111 � � � � Notarize What is Natarize? Notarize is a remote electronic notary service. Valid in ali SO US states and the District of Columbia, Notarize offers unparalleied convenience for consumers looking to notarize a document online at any time and from any location. The Virginia Notary Act authorizes electronic notarizations via live video cail with Electronic Natary Publics. Notarize leverages this and other laws ta offer an iPhone application f�r custor ta obtain notarized documents electronically, Electronic notarizations completed by Notarize offer an unprecedented level of verifiabifity. Notarize documents have a X509 security certificate enabling institutions to confirm the authenticity by opening a digital copy of the clocument in widely available programs like Adabe Acrobat. Institutions may retrieve a digital capy and, if ever a document is disputed, they may also verify the nQtarization by accessing a video • recording af the transaction per the instructions an the preceding page. In accordance with the governing statutes, alf Natarize ciients' photo IDs are validated, all transactions are recorded and verifiable, and alf notarizations are carnpleted by licensed Electronic Notary Pu�ilic agents via digital video technology, ensuring a safer and more secure � form of notarization. How is Notarize In 2011, the Commonwealth of Virginia passed Senate Bill 827 and legal in Florida? House Bill 2318, aElowing appropriately certified Virginia notaries to complete remote notarization via live video call. Furthermore, a docurnent remotely notarized in Virginia is vafid across state lines due ta the Full Faith and Credit Clause of the United States Constit��tian in addition to a patchwork of state laws thak specifically address and accept out of state notarizations. Florida recognizes out of state Notarizations pursuant to Fla. Stat. § 695.03t2) of the which states "An acknowledgement or praof made out of this state but within the United States may be made before a civil- law notary of this state or a commissioner of deeds appointed by the Governor of the state; a judge or clerk of any court of the United States or any state, territory, or district; a United States commissioner or magistrate; ar a notary public, justice of the peace, master in chancery, or registrar or recorder of deeds of any state, territory, or district having a seal, and the certificate of acknowledgrnent or proof must be under the seai of the court or officer, as the case may be." For evidence of validity in any other state, please visit notarize.com/faq. � � �ACI•1 � � � . . • ��R�P M e m o To: FILE A�,� From: Alicia Andersen, P.G., Palm Beach County ERM Date: July 11, 2016 Subject: July 8, 2016 MEETING NOTES FACN: 508623103 SCORE: 61 Site Name: Rood Outdoor Environments Address: 4546 Caunty Line Road, Tequesta, Palm Beach County DRF: 12/20/1988 — EDI ELIGIBLE A meeting was held on July 8, 2016 at 3:30 pm at the Village of Tequesta Town Hall located at 245 Tequesta Drive, Tequesta, FL. This was an informational meeting regarding the subject site and the s#atus of the existing petroleum contamination and � remediation strategy with regards to proposed development and permitting concerns. Additionally, this meeting allowed the coordinatian of the proposed deveiopment construction timeline with the petroleum remediation activities. Meeting attendees: Nilsa Zacarias, Director of Development, Village of Tequesta nzacarias('�a,tequesta.orq Anna Johnson, Planner, Village of Tequesta aaiohnsonCa�teauesta.orA Thomas Faure Romanelli, Owner tfr �key-estates.com Sam Heady, Deputy Director of Utilities, Village of Tequesta sheadvC�a.teauesta.or� George Gentile, Developer/Planner George@.2GHO.com Emily O'Mahoney, Developer/Planner Emilv aC�.2GHO.com Alicia Andersen, P.G., Site Manager, PBCERM aandersen pbcgov.orq Clint Thomas, P.E., PBCERM cthomasCcr��pbcpov.orq PBC ERM discussed the history of the site with regards to the discovery and source of petroleum contamination in 1988. The site's eligibility into the EDI funding program and assessment and remediation activities completed since 199D. In the proposed development pfans, the location of existing petroleum contamination would be covered partially with vegetation and asphalt for a driveway. PBCERM has no concerns with the plan and confirmed with the developer that PBCERM would have future access to site monitoring wells. The Planner/Developer will coordinate with the FDEP Agency Contractor (ATC) to include monitoring wells in the development plans. � ; ' • Nilsa, Director of Development, expressed concern about possible human healt� effects ar exposure from the petroleum contamination. I assured her that #here is no concern for human health hazards fram petroleum contamination as it currently exists at this site. Hawever, if a water su�ply or irrigation well is constructed in the petroleum contamination pfume, there wauld be a concern. George Gentile, developer, stated that potable water for the development would be fram the Village of Tequesta Water Utilities and any irrigation wells for landscaping would be lacated across the praperty as ta nvt affect the petroleum contamination plume. Sam Heady, Utilities Director wil( oversee and coardinate #he placement of any planned irrigation wells. PBCERM will copy Sam on all dflcumenfs received from the ATC regarding petroleum con#amination and restaration. Communicatian and coardination wilf continue with all parties invofved as we cantinue with petroleum restoration and property development. '�homas F. Romanelli, owner was appreciative of the meeting arsd coordinatianlcommunication efforts. � • • QRDINANCE NO. 7'-ib AN ORDINANCE OF THE VILLAGE COUNCiL OF THE VILLAGE OF TEQCTESTA, FLORIDA, AMENDING THE 'YILLAGE CODE OF ORDINANCES AT �HAPTEK 7$. Z4NING; AT ARTICLE X. QFF- STREET AND UN-STREET PARKING AND LOADING REGULATIOI'+75, SECTIOl�! 78-705, T� PROVIDE REVISED 4FF-STREET PARHING REQUIREMENTS FOR ADULT COl'�GREGATE LiVING FACILITIES; AND AT ART[CLE VI. SCHEDULE OF D1STRiCT REGULATIONS. D1ViSION 2. SCHEDULE OF USE REGULATIUNS, SECTION 78-1?4, TO PROV�DE NEW REGULATIaNS FOR ADULT CdNGREGATE LIVING FACILITIES IN THE R-2 Z�NTNG DISTRICT, INCLUDING T�IE PR�3VISI�I�I OF ��INDEPENDENT LNING", "ASSISTED CARE" AND � {MEMORYj CARE" COMPONENTS, AND TO CLARIFY DENSITY LIMITS FOR ALL LEVELS OF CARE IN AN ADULT CONGREGATE LIVING FACILITY; PROVIDING THAT EACH AND EVERY aTHER SECTION AND SUBSECTION OF CHAPTER 78. SHALL REMAIN IN FULL FORCE AND EFFECT AS PRFVIUUSLY ADOPTED; PRUVIDING A CONFLICTS CLAUS�, A SEVER.ARILI'TY CLAUSE AND AUTHORITY Tfl CODIFY; PROVIDING AN EFFECTIVE DATE; AND FOR OTHER PURPOSES. • WHEREAS, the Village Council of the Village of Tequesta desires ta amend the Village Cade af �rdinances at Chapter 78. Zoning, in arder to provide greater unifarmity for the zoning of Adult Congregate Living Facilities throughout the Vitlage, and #o provide zoning regulations that address independent li�ing, assisted care and extended {memory) care components, as well as associated off-street parking requirements; and WHEREAS, in order to accorr�plish its �oal, the Village Cauncil desires to ament both its off-street parking code as well as its R-2 "Multiple Family Dwelling" zonin� district cades as set forth iz� tlnis ordinan�e; and WHEREAS, the Viilage Council of the Village of Tequesta believes it to be in the best in#erests of #he health, safety, and weifare of the citizens o£the Village of Tequesta that the Village amend its code as set forth in this ordinance. NOW, THERE�ORE, BE IT ORDAINED BY THE VII.LAGE C�UNCIL OF THE VILLAGE OF TEQUESTA, FLORIDA, THAT: • 1 • Section ]: Chapter 78. Zoning. of the Code of 4rdinances of the Village of Tequesta is hereby arnended at Article X. Off-Stree� and On-Street Parking and Loading Regulatio�ns, at Section 78-705, #o provide revised off-street parking requirements for Adult Cangregate Living �`acilities; providing that Section 78-745 shall hereafter read as follows: Sec. 78-705. — Reynired nutnber of parki�g spaces. Certain of these requirements n�ay be in eonflict with tl�.e special parking requirements set forth in the property development staiidards for use within the MU mixed-use district. Where a conflict exists, the praperty development standards af the MlJ district shall apply. There shall be provided at the time af the erection of a��y main building or structure, or at the ti.me that any main buildin� or structure is enlarged by more than 25 percent of the square £ootage of the existing builditig or structure, or increased in capacity by adding dwelting units, guestrooms, floar area or seats, mininzum off street motor vehicle parking space with adequate provisions for ingress and egress hy a n�otor vehicle, in accordance wifh the following: (l ) Adztlt congregute living_facilrtie,s: a. .Indegendent livin� comDOnenl : One and one half � �s spaces for each d�velling unit ��. b. Assisted care coni or7 nt: One s ace er dwellin unit or e'v n. c, Exle�aded caYe com�vnent,�'ae-�1-�t�: Twa spaces per four patient beds. [THE REMA[NDER OP 'I'HIS SECT[ON SHALL REMAIN AS PREVIOUSI.lY ADOPTED] Sectio� 2: Chapter 7$. Zor.ting. of the Code of Ordinances of the Village af Tequesta is hereby a�nended at Article VI. Schedule of District Regulations. Divisifln 2. Schedule of Use Reguiations, at Section 78-174, to provide new regulations far Adtilt Cangregate Living Facilities in tne R-2 Zoning District, including the provisian of "independent living", "assisted care" and "extended (mamary} care" components, and to clarify density limits for all levels of care in an Adult Cangregate Living Facility; providing t�at Section 78-174 shall nere�after read as fotl�ws: Sec. 7$-174. - R-2 multiple-family dweiling district. (a) Pu� pose. Ft is the purpose and intent of the R-2 multiple-family dwelling district to provide lands within the village for a range of residential multiple-family uses that should be apptied within the medium density designated azeas of the village comprehensive develapment ptan. In no event shaJl de��sity exceed 12 dtivelling units per gross acre. • 2 � (b) Pef��rtttted uses. Permitted uses in the R-2 distric# are as fo[lows: {1} Single-familytiwellings. (2) T�vo-family dweliings. (3) 1VI��1tiple-family dwetiings, (4} Places of assembiy (750 sqlEare feet or less), subject to the folIowing conditions: a. All presentaCions and events shall be conducted entirely within a bt2ilding. b. Alfowed accessary uses are: preschool and school facilities; assembly halls, sanct��aries ar similar meeting r�oms; con�munity centers or fellawshfp haiis; administrative offices relatecE fo the facifity; gift si�ops for merchaudise relatec� to the facility; playgrounds and athletic fields; and rectory or similar residence for faciiity nfficials or on-site caretakers, limited to one dweUing unit. {c) Accc>ssory arses. Accessory uses allo�ved in the R-2 district ars as follows: Privata garages, s�vimming ppofs, spas and hot tubs, cabanas and saanas, greenhouses, tennis caurts, clubhouses, private docks, utility buiidings, gazebos and any ather similar use deemed appropriate by the director of commiu�ity developrnent. (d) Special excepfioaa uses. Special exception uses in the R-2 district are �s follows; (1) Marina facitities. � (2) Public utility buildings such as 4vater pumping plants and eleetric substations; palice and itre stations. (3) �turseries. (4) Private kindergartens, day care centers and schaols. (5) Publicly owned and operated corn�nunity buildings. (6) T�i�o-facnily or multiple-fa�aiily dwellings in excess ol two stories or 30 feat in l�eight to a maxi�num of three staries or 35 feek, (7) Planned residential developments {PRL3} (subject ta the provisions of article V[I of this chapter). (8) Community antenna systen�s, (9) Yarks and recreation facilities owned anc� operated by the village. (10) Foster care facilitics, as may be required, regulated and licensed by applicable state statutes and agencies. (11) Group homes, as inay be requuired, regulated and licensed by applicable state statutes and agencies. (12) Adult co��gregate living aciiit €ae-i-�cs (incilides assisted living facilities as defined at F.S. ch. �-29), �vidence that all regulations set forth in the state law concerning such facilities have been met must be submitted to the village prior to the issuance ofa certificate ofoccupancy� .,,1,o....F,,.,;rr �h.,ll .,..f e..-..aa.{ 1'T ...,:�r ,. • 3 • a. An adult c2ngrQ�ata livin faciEit� �hall confain either a�1 �ssisted care facilitv or an extended care facii� as �ombonent of the develo�nent and may_also contai� an independent livin_,g facilitv as a com op nent, in o�der to be dz�lned an adult conere�a� livin� facilit�• b, The �ninimum sit��_��l�i��Q��gate living facilitv h 11 �c��_�r�s< c. All adult congre te ' i�facilities_v�'it_h�ssisted livin� andlor_extended care faci�i i s�Il nravide sufficient�taff to operate #he facilit�in a r�roper;nanner as re ir �itllrn�m �tandards of the state denartment of health and rel�abilit�tive services and shafl ovi facilities _which meet the siC�l, .t�ereationa�l, emotional _an.� social life needs_ of the r�si en �f��acilitv �, Ali f cili,i . _ o e fhan o st r shatl I� ve a� elevala�l�r�e enough_tn carr� stretcher_ e. N_o_a_ortabie heat�rs or other daneerou anniiances shall be used ia such faciiities f. AI!_faCilities�ha31 conform to anplicable �iilag�� and ordinances including b�iJ�j.�, electric plumbing ___��5t�� denartment of insuran�e tninimum t�re safetv sta.ndards for ad�t con�re�at�liv_ing__ "facilities• �'I'he��plica � shall nrovide transnortation to the fa ' itv in a forrn and marui�r_ lccet�t�k�1��Q the villa�e cpuncil � 1�, The residence mav have individual.kitchen faciiities iii addi�aQn to the central kitchen and/or facility tivhich_shali be nro_v_i.�ed.forthe resicients��h� n ire aditltcopgre�ate_Itvin� faci►i� SE�ch.�entra.l.�kitchen dinin sh�all �rovide at least two meals n�r�av t°�he rQ�Si�ients of the ��c. 1�3tY, i �n_�1?�tlist�#i4.�.�or special exceoiio�f�ach such far�lit� shall co_ntain a mark��i�� w}Zi�h demon�rates die viabifitv and ►��e� for the facility to be built or esta�li�hed the proposed location set fo�h within_the..�p�l�.c�tian��a�th�e�u�r ases, the mar�Cet anaEysis ��l cQnx�rt but not be lim't____,�the foklowing determinati4ns 1 I�S�ct�ltn�li�ii of the service_area of th�oroposed facilit� 2 Detennination of t�►e service area o ulati n re d future. �_ Statemeret_of need for alj,proposed leveis of care. j_ Maxi_mu_m reside��tial densitv for t{�e Adult ConQregate Ilivin� F�Gilit is uni#s per_acre, calculated as foilows: l. ir�de�ertdent livir�,�; Faciliti� comorised of residences _ ititend�d for use bv one ina�.,�a or famil�_Each_suc� resid��.hali be equal to one dwellinm unit for p�rnoses ofc��s�fatin .� d�nsi�, 2. .___��.�at'�;,.E.�c�liti�.syhgrain beds are orovi�esi f�r resi�de��s i� a less int�nsive eare __ _�_ ... _ car� but tl�at ceauires assistanc�,y�he:r� inde�end�nt_livi��is_��t settin 7 than exte��,,,.. _�_�_ � possibie. since these residents are less mobi3e___and��ctive than those irt an 4 • indenendent liyii�� dwelling, �ini . Two noint 'I�jree Nine (2 39)_�ersons in t ie assisted ��re com�sqn�nt sltall ecrual ona��y_�l�ng ni f r �atposes of calculating densit� � Extended care: Facilities tivherein beds.are �rovided_for residents in the nature of a r i memor care. or con_v_alescent horrte._Faur_ 4,_ erson��.��e_exten�ed care comoonent shall e�c ual one dwellin� unit for ni�rnoses of calci�latin� densitv k. The_adu(t_con�re�ate livine fa�ili y shall by s�arate a¢re��, guarantea avment to the 1�[liI1�A'y $re rescue�rovider for patient ambulance ir�(�spgrt.�ervice• 1_ �1 faci�iii a _�z _�d_�qith an emer en.� _b�c�� _ ste�n� s sh�ll be_of sufficient_ size ar�d pow�r f�,.r�}�.,�ac�Iity's_maximum occu anG _.load d_ shall have a fuel source sufficiecit to o ate the facili far a mi�i�it�am Qf �gy�n �!�_ (l3) Ptaces flf assetnbly {765 square feet or mare), stibject ta the follaeving conditions: a. All presentations and events shall be canducted entireiy within a building, b. Allatived accessory uses are: preschool at�d schoal facilities; assembiy hails, sanctuaries or sirniiar meeting rooms; com�nunity centers ar fellowship halls; administ�ative oFfices related to the facility; gift shops for ir�erchandise related to the facility; playgrounds and athletic fieids; and rectary or similar residence for facility officials or on-site caretakers, limited to one dwellino tiinit. . (e) Prc�liibited asszs and str�rctzrres. Tiie following uscs and stzucttires are prohibited in the R-2 district: Any use or structure not specifically or by reasonable implication perrnitted in this section as a pernu�ted use, accessory �ise or permissible by spec2al exception. Sec#ion 3: Each and every other Section and Subsection of Chapter 78. Zoning. shall remaan in full force and effect as previausly adopted. Sec#ion 4: All ordinances or parts of ordinances in conflict be and the same are hereby repealed. Section 5: Should ar�y section or pr4vision of this Ordinance or any portion thereof, any paragraph, sentence or ward be declared by a eourt of competent j�risdiction to be invalid, such decision shall not affect the validity of the rernainder of tt�is Qrdinance. Section 6: Specific authority is hereby granted to codify this 4rdinance. Section 7: This Ordinance shall take effect iinxnediately upan passage. � 5 • ORDINANCE 07-16 ^ � U on Second Readin J � �� MOTIQIV SECOND Council Member Frank D'Ambra Vice-Mayor Vince Arena VOTE FOR AGA[NST ABSENT ADOPTION ADOPTION Mayor Abby Brennan � � � Vice-Mayor Vince Aren� � � � Council Member Steve Okun � � � • Counci) Member Tom Paterno � � a (� lJ Council Member Frank D'Ambra � � � The Mayor thereupon declared the Ordinance duly passed and adopted this 12-May-2016 MAYOR OF TEQUCSTA r /' , ) � '`/ �'� -�'-��C!#':l�� / � �. 1 � A��TCS�r: �� _ ' ,,,,,,, / �,,,,W� p F T�,,, ,. (�� -�U�-.�- Q�•�vQ.G�aPORqQ(i��, c�l,n'.' £ �v,: c�` :.N= Lori McWilliams, MMC �� S�A(� :D� Village Clerk � s�NCORPORATED J � �'; � y''' _ �� 4,19 � ., �� OF Ft�P'�` � I I I I I I I IIN�\ • •----------------------, VILLAGE OF TEQUESTA � DEPARTMENTAL USE ONLY � � Ck. # � � Department of Communiry Development � Fee: ' • 345 Tequesta Drive ; i Tcquesta, Florida 33469 � Intake Date: � Ph: 561-768-0451 / Fax: 561-768-0698 ; � vclv�v.tequesta.org � PROJECT # � � , L� � L______________________i � SPECIAL EXCEPTION USE APPLICATION ADMINISTRATIVE APPROVAL 0 VILLAGE COUNCIL 0 Meeting Date: The undersigned requests a Special Exception for the Use Specified below. Should this application be approved, it is understood that it shall only authorize that particular use described in this application and any conditions or safeguards required by the Village of Tequesta. PRO�ECr NAME: Key Estates Tequesta Senior Housing PRO�ECr,a��RESS: 4534 and 4546 County Line Road, Tequesta FL 33469 appi�cant Name: Key Estates Tequesta Sr. Housing LP c/o Gentle Glas Holloway O'Mahoney & Assoc., Inc. appi�cant adaress: 1907 Commerce Lane, Suite 101, Jupiter FL 33458 Applicant Phone No: 561-575-J557 Cell No: 561-718-4320 Fax No: 561-575-5260 E-Ma�� a,ddress: Jeorge@2gho.com/emily@2gho.com vacant • Existing Use: �escr�pt�on ofspe��ai EXCept�o►, use: Proposed is a Special Exception to allow for a Planned Residential Development and a new Special Exception for an adult congregate living facility. The applicant will submit to the Village of Tequesta Department of Community Development the following documents for Planning & Zoning Board review, forty-five business (45) days prior to the meeting date: 1. Current survey or site plan of property showing structures and setbacks. 2. Drawings to scale of proposed improvements requiring special exception use approval. 3. Written authorization from property owner if other than applicant. 4. All documentation required by Code: Chapter 78 — Zoning, Division 3— Special Exception Uses 5. Three (3) 11x17 size and one (1) 24x36 size hard copies of all submittals and one (1) CD with PDF files and completed application. 6. List of all owners of property within a 300-foot radius of the boundary lines of the property for which a special exception is requested. The list shall be provided by the applicant from the most recent tax roll information as provided by the county appraiser's office. The applicant must furnish an affidavit signed by the person responsible for providing the list. Stamped, self-sealing envelopes with a Village of Tequesta return address label and the property owner label is required. Note: this is not required for requests which are reviewed administratively by the Community Development Director. 7. Special Exception Use Application Fee: a) Village Council: $500.00 PLUS Application Review Fee of $300.00 =$800.00 b) Administrative Review by Community Development Director: Application Review fee =$300.00 � V �� July 6, 2016 pp ican s ign s Faure Romanelli Date To cover all additional administrative costs, actual or anticipated, including, but not limited to, engineering fees, consultant fees and special studies, the applicant shall compensate the village for all such costs prior to the processing of the application or not later than 30 • days after final application approval whichever is determined as appropriate by the village. Failure to make such payment may be grounds for not issuing a building or zoning permit, certificate of occupancy or completion. Costs associated with advertising for public hearings and other public notice requirements are the responsibility of the applicant. The fee shall be paid prior to such application being scheduled for a public hearing requiring notice. 1 Sec. 78-363. - Criteria. • Special exception uses to which this division applies as set forth in section 78-362 shall be permitted only upon authorization of the village council provided that such uses shall be found by the village council to comply with the following requirements: (1) The proposed use is a permitted special exception use. Response: See attached Statement of Use. (2) The use is so designed, located and proposed to be operated so that the public health, safety, welfare and morals will be protected. Response: See attached Statement of Use. (3) The use will not cause substantial injury to the value of other property in the neighborhood where it is to be located. Response: See attached Statement of Use. • (4) The use will be compatible with adjoining development and the proposed character of the district where it is to be located. Response: See attached Statement of Use. (5) Adequate landscaping and screening is provided as required in this chapter. Response: See attached Statement of Use. (6) Adequate off-street parking and loading is provided and ingress and egress is so designed as to cause minimum interference with traffic on abutting streets. Response: See attached Statement of Use. • 2 �.�.. 3 :�� J � � �.`� ,�` � ':" �� ° � _�<-1 Landscape Architects Planners Environmental Consultants LC�19��.�.. �`' At� q ��s � �$ (� �( Cearge G. Gentile F�SI..A �a..�� f"�� I d��.��VY}'�� {'�7 1�� Si c��'��kOCil€C`, Ii?l. 11.TroyFlollmt•ayASL4 tmilr ��t. O'�tahonev :�S!:� U��ii Ruclm,�st�r (:I.�s �'��. Key Estates Tequesta Senior Housing Statement of Use — Special Exception '� 1� i.��., c �n� c , �u�y 22, Zo16 Request: Gentile Glas Holloway O'Mahoney & Associates, Inc. as agent for the owner Key Estates Tequesta Senior Housing LP is requesting approval of a Special Exception Use (previously approved under Order 5E-01-12) for Key Estates Tequesta Senior Living Facility and to allow a Planned Residential . Development (PRD). The Special Exception use will allow a total of 96 units. The breakdown in units will be 81 independent living units; 10 assisted living units and 4.5 memory care units. The subject site is approximately 8 acres of land located at 4546 and 4534 County Line Road within the Village of Tequesta. Max. Number South East US Expected Full Max. Units Beds*1 Occupancy*2 Residents*3 Occupancy*4 Occupancy*5 Independent Living 81 131 92.30% 101 109 162 Assisted Living 10 24 92.80% 22 24 24 Extended Care 5 20 94.10% 19 20 20 TOTAL 96 175 142 153 206 *1 Calculations for beds in independent living as follows based upon bedrooms: • 50 units with 2 bedrooms equals 2 beds • 31 units with 1 bedroom equals 1 bed Total 131 beds *2 Data from the America Seniors Housing Association's most recent report on "The State of Seniors' Housing 2013" p 41 table 7.2 • 1907 Comn�ea�ce Lane, S�site i01 J�i��ike��, Flr�ri�la 3:3-�5#� 4E,i-5i _5-��57 if�1S75-.52{�t) �ax wwtiv."L};ho.com Key Estates — Special Exception � �z • Ju/y 6, 2016 Page 2 of 6 *3 Calculations for beds based upon occupancy levels nationally in Independent Living units: • 35% have a second resident whether a spouse or aide (81x0.35=28) • 81 + 28 = 109 residents • 92.3% occupancy = 101 residents *4 Occupancy based upon every independent unit occupied per the Nation percentage of 35% with an additional person as noted above. *5 Full occupancy based upon 2 persons per each independent unit. Historv: The subject property was previously approved through a special exception for an Adult Congregate Living Facility (ACLF) in November 8, 2012. The Special Exception for an ACLF did not include the independent living use. Multiple time extensions were granted for the Special Exception to extend the development approvals. The following is a list of the time extensions: List of Time Extensions for Special Exception SE-01-12 that were approved � Extension of SE was approved in 2013 Village Council approved on April 10, 2014 HB7023 extended SE 01-12 from November 8, 2014 to November 8, 2016 EO 15-73 extended SE 01-12 — extended the November 8, 2016 to July 7, 2017 Proposed Development Request: The proposed development request is two-fold. First this part covers the Special Exception request for an ACLF in R-2 zoning. The second part is to allow this property to develop as a PRD in this R-2 zoning. 1. The Applicant is requesting a Special Exception Use (previously approved under Order 5E-01-12) for Key Estates Tequesta Senior Living Facility to operate as a ACLF in R-2 zoning. The previous approval did not include independent living which was modified in the code in amendment (Ordinance #7-16) which now specifically allows for independent living use within the ACLF. 2. The Applicant is proposing a Special Exception to allow for a Planned Residential Development (PRD) which will allow for more flexibility on the site design. With the PRD, the Applicant will be proposing the following changes from the R-2 Zoning District within the allowances of the PRD: — Proposed is a 3 story/50 feet in height for the adult congregate living facility as allowed in the PRD. R-2 Zoning allows a maximum building height of 30 feet for 2 stories; and � — Landscape open area wil) be a minimum of 35%o of the land area as required for a PRD. R-2 Zoning requires 30%; 0:\Key Estates Tequesta Sr Housing 14-0902\Applications\Special Exception 3-16\Application Materials\Statement of Use 7.22.16r.docx Key Estates — Special Exception l�cr^.�r',—'z'a . July 6, 2016 Page 3 of 6 — Proposed side setbacks will be a minimum of 15 feet as required for a PRD. R-2 Zoning establishes the side setback at 7.5 feet; and — A neighborhood meeting has been organized on July 11 to discuss a planned third floor for the community. Due to the planned dense landscaping and the trees to be planted on the edges of the property, the residents of the community will not have direct views into surrounding properties, nor will the surrounding residents be able to see into the community, except with limited views, from County Line Road. (please see section drawing to scale attached). The maximum density 12 du/ac is allowed for ACLF. Based on the maximum residential density 96 units would be allowed and is proposed for this project. The following are the calculations: — Independent Living— is equivalent to 1 dwelling unit = 81 units — Assisted Living — 2.39 persons equals 1 dwelling unit = 10 units/24 beds — Memory Care — 4 beds per 1 dwelling unit = 4.5 units/18 beds The proposed project will consist of 81 independent living units; 24 assisted living beds; and 18 memory care beds. � 3. Concurrently, the Applicant is requesting an amended and restated Declaration of Restrictive Covenants, a draft of which has been enclosed. The amended and restated declaration intends to: a. All independent living uses consistent with the approved text amendment earlier this year. b. Increase of height for this Owner with reversion if this property Owner does not develop. Land Use/Zonin� Compatibilitv: The subject parcel has a future land use designation of Medium Density; and the Zoning designation is R-2 Multiple Family Dwelling District. The following is a chart of Future Land Use, Zoning and Existing uses of the subject property and surrounding areas: EXISTING USE ZONING FLU SUBJECT PROPERTY R-2 Medium Density Residential (Village of Tequesta) NORTH Martin County—R-26 Martin County—Low Density SOUTH R-1 Low Density Riverside Oaks EAST R-1 Low Density Hannah's Home of So. Florida WEST � Jupiter Ridge Palm Beach County — RS Palm Beach County — LR-3 PRD & Architecture: O:\Key Estates Tequesta Sr Housing 14-0902\Applications\Special Exception 3-16\Application Materials\Statement of Use 7.22.16r.docx Key Estates — Special Exception ��n ?��nso • luly 6, 2016 Page 4 of 6 The proposed PRD is an asset for the community, the neighborhood and the project's residents. • The architectural style of the building is inspired by Classical Mediterranean elements keeping with the architectural identity of the Village of Tequesta and the County of Palm Beach in general with interest and character in its details and in the manner in which the building is laid out. • The symmetric main building protrudes onto the street side and onto the southern residential side in a manner so that only reduced wing end frontage extends visibly in these positions. Varying building elevations creates movement, equilibrium and provides correct proportions to make the facility more pleasing to the discerning eye. We believe that the focus on quality for the architectural style, the building itself and the detail to planned landscaping visible from the street will be beneficial to the overall feel, look and quality of the neighborhood. • On the site, the present unsightly long chain link fence visible from the street and the often untidy approach and driveways will be removed for the fence, and replaced for the approach with landscaping that will make full use of the sub-tropical climate vegetation options, with lush and manicured lawns, fragrant plants, large foliage plant species, trees � with colorful blossoms crowned by attractive, discreet, tree-framed views of the well tendered buildings and courtyards, creating points of interest and an overall crowd-pleasing community. • Circulation: The pedestrian circulation serves the residents between vehicular use and buildings but also offers complete sidewalks around the buildings and out to County Line Road for exercise and encouragement to walking. Bicycle parking has been provided to encourage biking throughout the Village, especially with the multi-modal pathway on the north side of County Line Road. � A public sidewalk has been added along County Line Road. � Amenities: The amenities include easy access to a tiki bar, "al fresco" dining and socializing spaces, a large terrace on which to gather for community events, a swimming pool, a bocce court, a putting green, romantic garden lighting, a community garden, a butterfly garden, fruit trees, fragrant trees and plants, planters for residents to grow their own flowers, herbs and vegetables and various areas to socialize or contemplate whether under a shade structure or on one of the numerous benches while listening to the water cascade, chirp of the birds, and the wind whispering through the foliage of the numerous trees at the pond feature and across the property. Special Exception Criteria: • 1. The proposed use is a permitted special exception use. Response: The proposed use as an ACLF is a permitted special exception use that is allowed in the Village of Tequesta's code and has been granted for this property previously, though O:\Key Estates Tequesta Sr Housing 14-0902\Applications\Special Exception 3-16\Application Materials\Statement of Use 7.22.16r.docx ,,. . . Key Estates — Special Exception �,,.,o �n �n�� -,Tt�-�� - • July 6, 2016 Page 5 of 6 without the independent living component but now permitted per Ordinance #7-16. The proposed use of a Planned Residential Development (PRDJ is an allowed Special Exception as identified in Article Vll. Planned Residential Development — Section 78-224 — Special Definitions. The R-2 Residential Zoning District allows, as a Special Exception, for an adult congregate living facilities as referenced in Section 78-174 (dJ (12) Special Exception use ACLF. 2. The use is so designed, located and proposed to be operated so that the public health, safety, welfare and morals will be protected. Response: The project poses no adverse effects on the public health, safety, welfare and morals. The project aids safety of the community to the south by defining and paving the emergency access way through this property to the Riverside Oaks development. Also, the reduced traffic generated by an ACLF vis a vis other residential types will benefit the health, safety, welfare, and noise impact of the neighboring area. Previous environmental findings and concerns about pesticides and petroleum have been resolved for pesticides and are in the process of closure for petroleum. Please see the environmental reports on the petroleum clean-up and the pesticide impact, also Key Estates has facilitated to organization of ineetings with the Village of Tequesta with Arcadis which handled the pesticide clean up and with Alicia Andersen, and the engineer and hydrologist from Palm Beach County's Department of Environmental Protection who are responsible for overseeing, handling and paying for the � remediation of the petroleum impact. . 3. The use will not cause substantial injury to the value of other property in the neighborhood where it is to be located. Response: The use will increase the value of the surrounding property by offering new high quality construction and use that is needed in the Village and compatible with the adjacent uses of single family residential and other congregate living. The use will allow Village families to keep elder family members close. The building is tastefully designed and detailed to be an asset to the community. 4. The use will be compatible with adjoining development and proposed character of the district where it is to be located. Response: The use is compatible with the surrounding developments and character of the area. To the east of the subject site Hannah's Home is located which offers assistance to single disadvantaged women when they are pregnant; to the south, west and across County Line Road there are single family dwellings. County Line Road is a mix of uses. The property is the site of the old Rood Landscape Company, a retail landscape nursery business. The impact of an ACLF is less than the nursery as to activity. (The facility will create additional opportunities for training and employment for the single mothers, and not only for them but for the community as a whole. 5. Adequate landscaping and screening is proposed as required in this chapter. � Response: The landscape buffering and screening exceeds minimum code within wider buffer areas. All utilities are screened. The setbacks of the building far exceed minimum setbacks O:\Key Estates Tequesta Sr Housing 14-0902\Applications\Special Exception 3-16\Application Materials\Statement of Use 7.22.16r.docx �� Key Estates — Special Exception dts �,-,�-P 'z-^� • July 6, 2016 Page 6 of 6 for the PRD which lessens the impact of the building to the community. The south side contains an existing 6-7' masonry wall. 6. Adequate off-street parking and loading is provided and ingress and egress is so designed as to cause minimum interference with traffic on abutting streets. Response: There are three driveways into the project to handle different needs. The furthest west is primarily service and employees; the center is the formal visitor's entry; the east is for independent living residents. County Line Road is a two lane roadway serving roads and driveways on the north side and driveways on the south side. Traffic volumes are low for this project and not expected to impact the roadway to any significant amount as noted in the traffic statement. Conclusion: On behalf of the applicant, Gentile Glas Holloway 0'Mahoney & Associates, Inc. respectfully request approval of this application. The Project Managers at Gentile Glas Holloway O'Mahoney & Associates, Inc. are George G. Gentile, Emily M. O'Mahoney, Will Lui and Pat Lentini. � • 0:\Key Estates Tequesta Sr Housing 14-0902\Applications\Special Exception 3-16\Application Materials\Statement of Use 7.22.16r.docx • Key Estates Tequesta Senior Housing LP 1200 Brickell Avenue, 18 Floor Miami Florida 33131 June l0, 2016 Village of Tequesta 357 Tequesta Drive Teyuesta, FL 33469 Re: Key Estates Senior Housing Project — Special Exception and Site Plan Review Applications This letter is tn serve as pennission for Gentile Glas Holloway O'Mahoney 8z Associates, Ine. to act as the agents to prepare and submit all documentation and attend all meetings pertaining to the property as above described, as it relates to the site plan and any governmental approvals. Sincerely, • --__, 1 Si,�ma ure ----� Thomas Faure Roinanelli, Manager STATE OF FLORIDA COUNTY OF PALM BEACH � 1 hereby certify on the �D day of �(1� , 20l b, Thomas Faure Ron�anelli personally appeared before me and oduced"identi�ati�, or is personally known to me, to be the person described herein and who executed t le oregoing instrument. �L ��l�e.t`Slr�CeY�Se- �s5 ve 3 -16- lS Witness my hand and official scal in the state and county, thc day and year aforesaid. � + �e�Si �'o.. � . l..�Ye�' Not y ..w��.i.��. _ Commission Expires: f��;��•- JE3SIG�.'-OVE I ,• �'�' 4 : MYCOAIMISSI�� N FF 982327 • t� `�"° ` Baded TTvu NotetY r � urden�rileR >; •.. - ! . � � .s . �imu�N��i��a��i�� +• � • C:FN 2Q�1305�2137 � CtR BK 265a2I PG 1154 . RfiCORDfiD 12/23/2013 11:29:11 Pal� Beach County, Flnrida AMT �.100, @00. 0@ poc Sta�p 7, 7�iQt. 00 ' • 5heron R. Back.GLERK 8 CO!lPTROLLER ' PREPARED BY/REI'URAI TO: Robin P9� 1154 - 1256; i3pgs) o American Home Title of Tampa Bay,lnc. � 6703 North Himes Avenue � T�npa, Florida 33614 G2 ' r J-'�-�LE NO.: AHT920496 J )1� `' SPECIAL WARRANTY DEED � O T�PECIAL WARRANTY DEED Made ihis 20th day of December, 2013 by: TD NA having its principal place of business at 104 South Main Street Greenvilie, SC 296 reafter called the GraMor, to Key Estates Tequesta Senior Housir�, LP, a Fiorida limit rtnership, wh�e mailing address is: 120d Brickell Ave., 18th Floor Miami, FI 33131, her�r called the Grantee: �v Wherever used h' Re terms "grantor" and "grarrtee" include all the parties in this instrument and t��al representatives and assigns of individuals, and the successors and asi rparations. O • WITNESSETH: antor, for and in consideration of the sum of $10.00 (TEN) Dollars and other valuable n' erations, �eceipt whereof is hereby acknowledged, by these presents dces grant, bargain, I alien, remise, release, convey and c�nfirm unto the . gra�ee, all that certain land s 'n Paim Beach Cou�y, Florida, viz See Attached Exhibit "A" for a r�9�nplete anri acxurate lega! description. �� ' . TOGETHER with all tenements, hereditamerits, and appurtenances thereto belonging or in any wise appertaining. TO HAVE AND TO FIOLD,the same in fee simpfe forever. • AND the grantor hereby covenants with said grantee that it is lawfully seized of said land in fee simple; that it has good right and lawful authority to sell and convey said land.; that it hereby specially warrants the title to said land and will defend the same against the lawfui claims of ail persons daiming by, through or under the said grarrtor. � � Book26521 /Page 1154 Page 1 of 3 _ - - _ \ a ' . � � i IN WITNESS WMEREOF the grarrtor has caused fhese presents to be execufed in its name and its corporate seal to be hereuMo afixed by its proper offic;es thereurito duly authorized, p the day and year above first written. � o ,. �n ('� „�q,,� ��J TD Bank, NA v° _____ N BY• P .s �,_ YP w AAf1►e .�r Margaret oughman, V Presider5t � , Nam . Qn� j20�� ' STATE OF: COUNIY OF' The foregoing � was adcr�wfedged before me this 12/20/13 by Margaret Broughman, Vice of TD Bank, NA, who is personaily known ta me A� • WITNESS my signatur offiaal seal. . � r • My Commission Expires: — ��, j c �� NOTARY PUBUC-State of: �J�.J ��` �P� �Y ljr, ` ��2'� t' r� ptY P(� ' � U � ��_ = .: ; Commission ; _ + Expiras : � � s 08117/20i5 f •' Q . �i ��i� !,,,� .....••'� ��`�� '��-;� , i i iR�� ,, - � Book26521/Page1155 Page 2 of 3 � , S . � . . �, . . � • , �� , - F' Number: AHT920496 ° EXHIBIT "A" - LEGAL DESCRTP'TION � � Parcel�� The East 2 00 feet of Government Lot 1 of Section 25, Tawnship 40 South, Range 42 East, , Palm Bea unty, Florida, LESS the South 779.68 feef thereof; LESS the North 190.00 feet . �� of the East 0 feet of said Government Lot 1; and LESS the West 65.Q0 feet of the East 215.Q0 feet orth 140.00 feet of said Government L.ot 1; AND . Parcei 2. °�� The West 420.00 f the Northwest 1/4 of the Northeast 1/4 of Section 25, Township 40 South, Range 42 Ea m Bead� County, Fiorida, LESS the South 779.63 feet thereof. - Folio #60-42-40.25-OQ- 0 � Folio #60-42-40-25-00-Q � � , � _ . . � . . � O � � � Book26521/Page1156 Page 3 of 3 �� Transportation Consultants � # • i ! ! # � � • i � . f ! � � i � � 2005 Vista Parkway, Suite 119 West Palm Beach, FL 33411-6700 (561) 296-969$ Fax {561) 684-6336 )une $ 2016 Certificate of Authorization Nuxnber: 7989 Mr. Quazi Bari, P.E. Palm Beach County Traffic Division 2300 North )og Road, 3` Floor West Palm Beach, FL 33411-3745 Re: Key Estates ALF - #PTC16-046 Dear Mr. Bari: The purpose of this letter is to provide a traffic statement for the above referenced project ta determine if the deveiopment meets the requirements of Article 12, Traffic Performance Standards, of the Palm Beach Caunty Unified Land Development Code {ULDC). The site is located on County Line Road in the Village of Tequesta as shown on Attachment 1. It is proposed to add 81 unit congregate care faciiity (independent (iving units) and 42 beds for an assisted living and memory care facility. The buildout of the site is projected to be 2020. The Property Control Numbers tPCNs) are 6Q-42-40-25-00-000-1030 and 60-42-40-25-OQ-000-10$0. • Attachment 2 provides the daily, AM and PM peak hour trip generation for the project. Based on the net peak hour trip generation of 23 trips, a radius of one-haff mile is required to be analyzed. A project traffic d+stribution map is provided on Attachment 3A. The maximum percent impact on the study area roadways is 0.82% as shown on Attachments 3B and 3C. The project impact is below 1°Io of the adopted LOS D service volume, therefore the requirements of Test 1 are met. The project . does not have a Test 2 impact. Therefore, the proposed project is in compliance with the Countywide Traffic Performance Standards. Driveway volumes are provided on Attachment 4. If you have any questions, please do not hesitate to contact this office. ' ��I/iiiii�� r �,, �o� r � 0 �'� �- ,, �,' 4 ' �'� IV SF'�' - ,' � '�' f \ ll.� , � * �� An r�'�FTrouE � P.E. = �,c� � ��is�r`�n, 45409 � � °�ss��NAL ti��,r ! 11/JJ Attachments � ec: Thomas Faure Romanelli Emily O'Mahoney i�indar Troutman Consulting, Inc. t c tie� Barr 76-04G 6-8-16 .r�'" � � � �, r•� ^ � � � . CpUN�Y �-1Nti RaR \ S��C E ° fo � r�,� , �� -�� 61 ' 16-� � � /�` � C.NM� pN P� ��-� �pGa� p�C)1 �C �� P �� .�., F�''CP� ! ! • � 6/6/2016 Tripgen 16-046 6-1-16.xlsx Attachment 2 Key Estates AL� Trip Generation DAILY ITE Pass-by Land Use Code Intensity Trip Generation Rate (1) Total Trips Tri s(1) Net New Tri s Con re ate Care Facili 253 81 DUs 2.02 / DU 164 - 0% 164 Assisted Livin Facili (2) 254 42 Beds 2.66 / Bed 11 Z - 0°� 112 Total 276 276 AM PEAK �T� Total Tri s Pass-by Net New Tri s Land Use Code Intensity Trip Generation Rate (1) In Out Total Trips (1) In Out Total Con re te Care Facili 253 81 DUs 0.06 / DU (59/41) 3 2 5 - 0% 3 2 5 Assisted Livin Facili (2) 254 42 Beds 0.14 / Bed (65/35} 4 2 6 - 0% 4 2 6 Total 7 4 11 7 4 11 PM PEAK ITE Total Tri s Pass-by Net New Tri s Land Use Code Intensity Trip Generation Rate (1) In Out Total Trips (1) In Out Total Con re te Care Facili 253 81 DUs 0.17 / DU (55/45) $ b 14 - 0°� 8 6 14 Assisted Livin Facili (2) 254 42 Beds 0.22 / Bed (44/56) 4 5 9 - 0% 4 5 9 Total 12 11 23 12 11 23 (1) Source: Palm Beach County Trip Generalion Rates and Ir►stitute of Transportation Engineers (ITE}, Trip Generation, 9th Edition. (2) Includes beds for the 10 units of Assisted Living and 5 units of Memory Care. �� 1� �� '�..� � �,,�.��,Q�d �`� �1��'d,��d Np� in 1N�W �� d � � 0 9 �' 9 g4�� 19 �b �� 'ti �� o �� Z, �� '�.�'�� %�� p9 , Od �� ,N1� 3.l.N�Qa �C %�' Q �� • ,r�•1 N � � • . � 6/8/2016 Assign 16-046 6-8-16.xlsx Attachment 3B Key Estates ALF Project Traffic Assignment - Test 1 Significance AM Peak Hour Pro'ect Traffic Total !OS D Signif- Pk Hour Project Service icant Roadwa Link Lanes Class Dir /o Dist. Tri s Im act Volume im act� West of Site 2L I EB 40% 3 0.329�0 880 No WB 40% 2 0.18°/a 880 No County Line Road Site to Old Dixie Hi hwa 2L I EB 6Q°� 2 0.27% 880 No WB 60% 4 0.48% 880 No Old Dixie Hi hwa to US 1 2L I EB 57% 2 0.26% 880 No WB 57% 4 0.45°� 880 No North of Coun Line Road 2L I NB 1% 0 0.00% 880 No Old Dixie Highway SB 1% 0 0.00% 880 No South of Count Line Road 2L I NB 2% 0 0.00% 880 No SB 2% 0 0.00� 880 No 6/8/2016 Assign 16-046 6-8-16.xlsx Attachment 3C Key Estates ALF Project Traffic Assignment - Test 1 Significance i, PM Peak Hour Pro'ect Traffic Total LOS D Signif- Pk Hour Project Service icant Roadwa Link Lanes Class Dir % Dist. Tri s Im act Volume Im act? West of Site 2L I EB 40°� 5 0.55% 8$0 No WB 40% 4 0.50% 880 No County Line Road Site to Qld Dixie Hi hwa 2L I EB 60% 7 0.75% 880 No WB b0% 7 0.82�0 880 No Old Dixie Hi hwa to US 1 Z� I EB 57% 6 0.71 % 880 No WB 57�a 7 0.78/0 880 No North of Coun Line Road 2L I NB 1°� 0 0.00% 880 No Old Dixie Highway SB 1% 0 0.00% 880 No South of Coun Line Road 2L I NB 2°� 0 0.00% 880 No SB 2% 0 O.Op% $80 No I I � i i � � � � . a � 2 (31 1 (2) 1 (2} �- �- �- N.T.S. 1(2? 1(1) 1(2) COUNTY LINE ROAD � N N � e- N � � N � � O � O � 110 69 97 SITE LEGEND 2 -AM PEAK HOUR (3) -PM PEAK HOUR 110 -ADT 6/6J7 6 16-046 ATTACHMENT 4 KEY ESTATES ALF PROJECT DRIVEWAY VOLUMES �TC � � . �; 2� a 4 � June 23, 2016 • ;, n Niisa Zacarias ,�,.LO Village Planner R Viliage of Teques#a 345 Tequesta Drive Tequesta, FL 33469 Depactment af En�neecin� RE: Key Estates ALF a,nd Public works Project #: 160606 TRAFFIC PERFORMANCE STANDARDS REVIEW P.O. Box 2t 229 WesY Palm Beach, FL 33416-1229 Dear NilSa: (561) 684 The Palm Beach County Tra�c Division has reviewed the Key Estates ALF Traffic Statement prepared FAX (56� ) bs4-4o5o i by Pinder Troutman Co�sulting, inc, dated June 8, 2016, pursuantto the Traffic Performance Standards in Article 12 of the Palm Beach County Unified Land Development Code (ULDC). The project is www.pbcgoucom summarized as foilows: I Municipality: Village of Tequesta Location: South of County Line Road and approximately'/+ mile west of Old Dixie Hwy � PCN #: 6�-42-40-25-00-001-0030; 60-42-40-25-00-000-1080 Existing Uses: Vacant Proposed Uses: 81 units of congregate care facility and 42 beds of assisted living facility Access: Three full access driveways on County Line Road Palm Beach Coanty New Net Daily Trips: 276 soard of County New Net PH Trips: 11 AM (7!4) and 23 PM (92/11) Commissioners Build-0ut: December31,2020 Mary Lou Berger. Mayor Based on our review, the Tra�c Division has determined the proposed development meets the Traffic Performance Standards of Paim $each County. • Hat R. Valeche. Vice Mayor � j Please note the receipt of a Traffic Performance Standards (TPS) approval letter does not constitute the Paulette Burdick i review and issuance of a Palm Beach County Right-of-Way (R/W) Construction PeRnit nor does it ; eliminate any requirements that may be deemed as site related. Far work within Palm Beach County Shelley vana RMt, a detailed review of the project will be provided upon submittal #or a R/W permit application. The project is required to comply with all Palm Beach County standards and may include R/W dedication. Steven L. Abrarn5 No building permits are to be issued by the Village after the build-out date specified above. The approval Melissa McKiti3ay letter shall be valid no longer ihan one year from date of issuance, unless an application for a Site Specific Development Order has been approved, an applicatian for a Site Speci�c t�velopment Order Yriscilta A. 'raylor has been submitted, or the approval letter has been superseded by another approval letter for the same property. If you have any questions regarding this determination, please contact me at 684-4030 or email to ayuan(c�pbcgov.org. coanty Administrawr Sincerely, j Verdenia C. Baker � /� � -�.'.•- Quan Yuan, P.E. Professional Engineer Traffic Division , QY:sa( ec: Addressee ; Andrea M. 7routman, P.E. - Pinder Troutman Consulting, Inc, Quazi Bari, P.E., Professional Engineer-TrafficDivision Steve Bohovsky, Technical Assistant III - Tra�c Division File, General - TPS - Mun - 7rafffc Study Review F:\TRAFfIC1MMTMUNICIPALITIES44PPROVAL5120161160606 - KEY ESTATES ALF.00C � An £;yual Opportunit�� AJ/innutive Action Emplo� � prfnted on recycted paper • Prepared by and return to: Steven J. Wernick, Esq. Akezman LLP Three Brickell City Centre 98 Southeast Seventh Street Miami, FL 33131 (305) 982-5579 AMENDED AND RESTATED DECLARATION OF RESTRICTIVE COVENANTS THIS AMENDED AND RESTATED DECLARATION OF RESTRICTIVE COVENANTS ("Amended Declaration") is made effective this day of , 2016, by KEY ESTATES TEQUESTA SENIOR HOUSING LP, a Florida Limited Partnership ("Owner"), and VILLAGE OF TEQUESTA, FLORIDA, a Florida municipality ("Villa�e"). RECITALS , • WHEREAS, Owner holds fee simple title to certain real property located within the Village of Tequesta, Palm Beach County, Florida, more particularly described on Exhibit "A" attached hereto and incorporated herein (the "Pro e"); and WHEREAS, on August 14, 2009, INDECO, LLC, a Florida Limited Liability Company, the predecessor in interest to Owner in the Property, in connection with the rezoning of the Property and anticipated development of an adult living facility (ALF) contemplated at the time, recorded a Declaration of Restrictive Covenant in Official Records Book 23391, Page 1723 of the Public Records of Palm Beach County, Florida ("Declaration"); and WHEREAS, the Declaration imposed a covenant voluntarily restricting the development of the Property to a 96-unit ALF; and, also imposed a restriction that in the event the ALF was not constructed, the Property's use as single family homes would be restricted to no greater than 50 dwelling units; and WHEREAS, the Owner has submitted an application for a Special Exception and subsequent site plan approval to build on the Property a senior living facility comprised of 81 independent living units, 24 assisted living beds, and 18 extended care beds; and WHEREAS, in connection with said application, the Owner wishes to release the existing Declaration as to the Property so that the Declaration shall be of no further force or effect; and WHEREAS, Section 5 of the Declaration provides that: "[t]he Declaration is binding until . a release of covenant or amendment is executed by the Village of Tequesta and Declarant, or its {38413065;3} 1 successors or assigns," ... thereafter recorded in the public records of Palm Beach County, • Florida, and "only after a majority vote of the Village Council authorizing such release of covenant or amendment." WHEREAS, this Amended Declaration was considered and approved by the Village Council at its meeting on _ day of , 2016, and. WHEREAS, this Amended Declaration shall become effective as provided for herein, and at such time shall act to supersede the existing Declaration, which shall be of no further force or effect. NOW THEREFORE, for valuable consideration, the receipt and sufficiency of which are hereby acknowledged, Owner and Village hereby agree as follows: 1. Incorporation. The Recitals set forth above are hereby incorporated as if fully set forth herein. 2. Release of Declaration. Pursuant to this Amended Declaration, after approval by the Village Council, as memorialized through Resolution No. , the Property is hereby released from the existing recorded Declaration and the Declaration and all restrictions and encumbrances contained therein are of no further force or effect. 3. Covenants A�ainst Property. Owner hereby voluntarily imposes on the Property the following restrictions: • a. Owner restricts the development of the Property to a senior living facility with a mix of independent living units, assisted living beds, and extended care beds, consistent with the maximum density as set forth in the R-2 district, and only other such compatible ancillary or accessory uses as may be approved by the Village of Tequesta. b. In event Owner fails to proceed with the anticipated development of the Property, Owner hereby voluntarily restricts the Property to a maximum of 50 dwelling units and a maximum height of two (2) stories. 4. Covenant Runnin� with the Land: Enforcement. It is the intention of the Owner that the restrictions contained in this Amended Declaration shall touch and concern the Property, run with the land and with the title to the Property, and shall be binding upon and inure to the benefit of the Owner, its successors and assigns, and the Village, its successors and assigns, and to any and all parties hereafter having any right, title or interest in the real Property or any part thereof. Village and its successors and assigns may enforce the terms and conditions of this Amended Declaration by injunctive relief and other appropriate available remedies. Any forbearance on behalf of Village to exercise it right in the event of a failure of the Owner to comply with the provisions of this Amended Declaration shall not be deemed to be a waiver of the Village's rights hereunder. • {38413065;3} 2 i 5. In order to ensure the perpetual nature of these restrictions, the Village shall record this Amended Declaration at the Owner's cost and expense. Owner, its successors and assigns, shall reference these restrictions in any subsequent deed of conveyance of the Properiy or portions thereof, including the recording book and page of record; provided, however, if said reference is for some reason omitted it shall be deemed to be included by viriue of the recording of this Amended Declaration and it shall continue to be binding upon any such grantee in the same manner as if the reference to this Amended Declaration had been included in said deed. 6. This Amended Declaration is binding until a release is executed by the Village and Owner, or successors or assigns, as applicable, and is recorded in the public records of Palm Beach County, Florida. This Amended Declaration may be modified in writing only. Any subsequent amendment, modification, or release shall be executed by Owner, its successors or assigns as applicable, and the Village, its successors or assigns, and be recorded in the public records of Palm Beach County, Florida. Any such amendment, modification, or release of this Amended Declaration by the Village may occur only after affirmative approval by the Village Council at a meeting in which a quorum is present, authorizing such amendment, modification, or release. 7. If any provision of this Amended Declaration is deemed to be invalid by any court of competent jurisdiction, the invalidity of such provision shall not affect the validity of any other provisions herein. All such other provisions shall continue unimpaired in full force and effect. • 8. Owner covenants and represents that on the day of execution of this Amended Declaration, that Owner is seized of the Property in fee simple and has good right to create, establish, and impose the restrictive covenants set for the herein on the use of the Property. [continued on following page] • {38413065;3} 3 IN WITNESS WHEREOF, the parties have hereunto set their respective hands and seals effective as of • the date first above written. Signed, sealed and delivered in the presence o£ "Owner" WITNESSES: KEY ESTATES TEQUESTA SENIOR HOUSING LP, a Florida Limited Partnership By: Key Estates US, LLC, a Florida Limited Print Name: Liability Company Print Name: By: Name: Thomas Faure Title: Mana er STATE OF ) SS: COUNTY OF ) The foregoing instrument was acknowledged before me this day of , 2016, by Thomas Faure, as Manager of Key Estates LLC, a Florida Limited Liability Company, as General Partner of Key Estates Tequesta Senior Housing, LP, a Florida Limited Partnership, who is L� personally known to me or who [_] produced as identification. • Name: Notary Public, State of Florida My Commission Number: My Commission Expires: (NOTARY SEAL) • {38413065;3) 4 • Signed, sealed and delivered in the presence o£ "VILLAGE" WIT'NESSES: Village of Tequesta, Florida, a Florida municipal corporation Print Name: By: Name: Title: Print Name: STATE OF FLORIDA ) SS: COUNTY OF PALM BEACH ) The foregoing instrument was acknowledged before me this day of , 2016, by , as of the Village of Tequesta, Florida, a Florida municipal corporation, who is personally know to me. NOTARY PUBLIC, State of Florida . My Commission Expires: Print Name: ATTEST: Village Clerk • {38413065;3} 5 . Eaihibit "A" • Legal Description Fk'HIBlT "A" �;. fi, °�� :-;� .-;. ,. - ;; �,{ '� `''�: ` = .. -; �� ..�=. L.EGAL DESCAI PT IO l� PARCEI �'lANO �Y I PiG t N S'ECT � ON 25. T4WNSH � P-0fl SOUTH, RANGE 42 EAST, PALM 9FACH Ct3k#�1fiY, F40RtDA, MORE PARTjCU�AAIY DESCi�IBEQ AS FOLIOWS: BEGIN AT THE MDR'�HEASI C{#ANER 0� 7HE �ATHWEST tk7APTER OF SAIO SEGTIpN 25; THENCE N89'42'25'E Ai.ONG TNE NORTH LIME OF fitlE NOHTNEAST OUAFTER UF 9AIQ.SECTIqN 29, A20.4b F€ET TA THE lNfiEpSECT10N M!'fH A �INE 420.00 FEET EAS � OF ANO PAAAL�E� i0 THE EAST Li1� OF SAID NOATHNEST tiUARTER: TNENCE Ob'?8'47'E AIONG SAIp PARAILEL 11WE, 55U.05 FEET i0 THE INTE#iSECT10N itH .'�HE NOHTH l�l� OF THE P�A7 OF AIVERSI� OAKS qEPLAT. AS qECORDE� lN PLAT BOtlK 99. PAGE 3, PUBLiC AECOGD5 Of PALM BEACN GOUNTY. FLOHFOft: ,Tt1ENC6 N89`57'25'w ALDN� SA1D NORTk �INE, 700.03 FEE7 TO THE INTEpSEGTtflH NITH TFIE EAST LINE D� THE PLAT OF JUpITEFl R196E. AS RECOROEQ �N Pzi7 BOUK 26, VAfiE 106. PUBLIC RECORDS OF PALM BEACH CDllH7Y, F�OH I DA; , iHENCE N00' 2@' 0]' M AL4N�r SA I A EA57 �. ! NE, 552. 98 • FEET TO THE INT£RSECTIU*ltk1TH TME NORtH L�NE OF SA�D NORTNMEST pUARTEN OF SECT I ON 25: TNENCE S99° 43' 59• E Al4NG SA I D htORTH l I F�. 65. QO FEET: THEtdCE S00° 28" 07" E, S A0. Q'��EET; TH£NGE 589' b3' 58' E. 55. Di FEET; THENCE 50p' 26' fl7" E. 5q. OQ FEET: `�H�l10E S89' d3' S8" E, 150. 01 � EET ?0 TME I NTEfl- SEGTION MITN TNE fAST LI1� 9� BAtD NDRTHMiEST UUAA7Eg QF SECT3�v 25; THENGF NOD' 28' 07" N, l90. 0'�''fE�� TO THE PO 1 NT OF 8EG i NN I MG. CONTAENtNG 348.A85 S�UARE FE'E7�A 8.040 ACRES. MOpE Op IESS. C�Ai LEY �� SURYEYIIiG S MAt�►1N6 112 N. ll. S. HIGHNAY M0. i 7EOUESTA, Fi.ORtpA 33d69 PHONE: C56ij 7A6-BA2d 8US I AIESS U CENSf': �8� 2799 DATE: OCTOBEfl i7, 2008 SNE£T i QF 2 JOB NO.: 8T-4i345 • {38413065;3} 6 • SKETCH OF LEGAL DESCRlP71QN ( THIS IS NOT A SURVEY,? `� �` P01 N T t?F 8EG 1 NN 1 NG ''. NE CORNER flf NN i 1 d tIF ,- � a SCAL�-,�1' � i10' � 5EC't � qN 25. TWp dOS. pNG 42E ''�'� PALN BEACN CDUNTY, BqASS p#SC 589�`�13� 58' E � 65� lJ0' i N. LINE {JF� NW i�a c sECTi �s ° Cf1UNTY�INE AI7AD � :��9� 4�' 5e� � 2i 5. o S89' 4,2' 25' E 420. 04' r SOD• 28' 07• E � +�. �- � N� o� r�E 1/4 OF SECT ! ON 25 �` s�a, tli' ocv 62 :i'�9' �43' 58' E N c ,� � �, _ 5'S. at' . Q �� _ '� Z . a�j� O1 � E:. i NE OF NM 1/4 SECt 9 0N 25 p `� . ' � � sao•ze�o�:�`� : ` � � s 4 � 50, OQ' SI°�9'�� 5B' E �u � � �, t�Gf: �! n. ti � a Q , � � � ' -,1 a + N 'QD q, d fi � 4 , � � "' � ,___-.� � a E IiNE OP JUP1T£P �IdGE ti 6� � �l N C 1 NE DF ii I VERS 1 CFE OAKS REPL� T �� 7 N89' S7' 2S• X 7QQ D3' 15 26 i7 i8 i9 20 �� 14 R! VEAS 1 DE OAK� AEPL. 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Property Appraiser reei , __------�.._ MapScale _ ' S@I@CtBd P8fC915 100 300 �, 500 _ � Notes ' - - - - Others 200 �I400 P.oA:.�ed on Sn02D76 00424025000U10010 300 OD4�402SQ70000570 300 U04240250zQOQ�670 300 REED MARY 70 �OPEZ KIM OVERFIELD BRIAN K& � 07 DOUGLAS DR 19909 GARDENIA DR 19896 GARDENIA bR UPITER FL 33458 5039 TEQUESTA Fl 33469 2183 TEQUESTA FL 33469 2182 0042402507Q000380 300 004�4025070000580 34d QQ�x4Sl2.5S�ZQS��4 300 SMiTH SCOIT C& BALDWiN DOUGI_AS H& SCNWENGER R S& 19980 HIBISCUS OR 19927 GARDENIA DR 1987$ GARDENIA OR TEQUESTA F� 33469 2193 JUPITER FL 33469 2183 TEQUESTA FI. 33469 2182 0042402�070000390 304 004240250�OOOQ590 300 OQ42402527001D010 3pp SLATTERY BEVERLY S BLASKOVIC ERMAN & VINCENT BERNARD J III & 19964 HIBISCUS DR 19945 GARDENIA DR 19862 GARDENIA DR TEQUESTA Fl 334fi9 2193 ]UPITER FL 33469 2183 TEQUESTA FL 33469 2182 00424d25070000400 300 Q042402507000060Q 300 00424025270010020 300 BOHNE MARK C& WANDELT KAREN DORAN JOHN D III & 19946 HIBISCUS DR 11710 AMKIN DR 19$44 GARDENIA DR TEQUESTA FL 33469 2193 CLIFTON VA 20124 2121 TEQUE57A FL 33469 2182 00424025070000410 300 00424025070000610 300 Q042402527002001a 300 HARRINGfflN GERARO M& MEANS STANLEY H$c 7ESTA EUGENE A& 19928 NIBISCUS �R 19981 GARDENIA DR 19859 GARDENIA DR JUPITER FL 33469 2193 JUPITER FL 33464 2183 3UPIfER Fl 33469 21$3 '��42.Q.QQQ..4Z4 300 �0424025070000620 300 Ad42402527Q02002� 340 ZEIS �AMES R$� BADONE ROBERT & GORDON CLAYTON B$c 19910 NIBISCUS DR 19982 GARdENIA DR 19841 GARDENIA DR JUPITER Fl 33469 2193 JUPITER FG 33469 2182 TEQUESTA FL 33469 21$3 fl042402507Q000430 300 404240250700�0630 300 60424025000001140 300 VAIANTIF,US VICTOR D MO�RE )OSEPH M& LAWRENCE TIMOI'HY & 19892 HIBISCUS DR 199b4 GARDENIA DR 4412 COUNTY LINE RD ]UPITER FL 33469 2193 IUPITER FI. 33469 21$2 TEQUESTA FL 33469 2146 00424025070000440 300 00424025070000540 300 60424025000Q01190 300 ROSSI ]OSEPH A& SHAMBAUGH LQIS M HANNAHS HOME OF SOUTH FlORIOA INC 19874 HIBISCUS DR PO BOX 3911 PO BOX 4512 JUPITER FL 33469 2193 JUPiTER FL 33469 1015 )UPITER FL 33459 1022 00424025090000550 30Q 00424025Q7000065U 300 6042402500U010170 300 DENISON DAVID C CIOFFI AMY CUMMANS INDOVINO JOHN PO BOX 276 19930 GARDENIA DR 4534 COUNTY I.INE RD FISHERS ISLAND CT 06390 0276 TEQUESTA FL 33469 2182 7EQUESTA Fl 33469 2145 Q04240?,5070000560 300 424Q2507QQ00660 30Q G04240253100D0310 3U4 �9 ARTZOK GEORGE F& JANdSKY JAMES KASH IRENE M 893 GARDENIA DR 19912 GAROENIAA DR 29 CHAPEI CT JUPITER FL 33459 2183 TEQRIESTA FL 33469 2182 TEQUESTA FL 33469 2169 r 60424fl253iO400320 300 604x402S4S0(�QQ12D 304 60424025450D00220 30p POWELL J05EPH R MONTGOMERY MARK & PA�LESCHI PAMEI.A L& 25 CHAPEL CT 125 MAGNOLIA WAY 147 MAGNOLIA WAY � TEQUE5TA FC 33469 2169 TEQUESTA FL 33469 2113 TEQUESTA FL 33469 2113 6042402531000b330 300 5042402,'�,50000130 340 �jnQ�44�54�Q00023fl 300 DIMOND CHRISTINE M& NIEYBURG KURT H& COHEN KENNETH W& 21 CHAPE� CT 127 MAGNOLIR WAY 149 MAGNOLiA WAY TEQUESTA FL 334b9 2i64 TEQUESTA FL 33469 2113 TEQUESTA FL 33459 2113 504240253�QQOQ340 300 5042402545d000140 300 �0424025450000Z40 300 FLOWERS KIRK C& RICHARDS SCOTf D& DROZD MATTHEW A& 17 CHAPEL CT 129 MAGNOLIA WAY 151 MAGNQIIA WAY TEQUESTA FL 33469 2169 TEQUESTA FL 33469 2113 TEQUESTA FL 33469 2113 50424025310fl00350 300 604240?�g',�Q000150 300 6042402,5450D00470 300 TAYLOR HARQLD l BOWES CAR01. MULHERN )EREMIAH J& 13 CHAPEL CT 131 MAGNOLIA WAY 134 MAGNOI.IA WAY JUPITER FL 33469 2169 TEQUESTA FL 33469 2113 TEQUESTA FI. 33469 2132 60424025310000360 300 ��,4�1254500�0160 300 50424Q25450000480 300 RICE KRISTIN A& NICHOLS TIMOTHY E& PpERIO WAY�3f M& 9 CHAPEC CT 133 MAGNOLIA WAY 132 MAGNOIIA WAY TEQUESTA FL 334b9 2169 TEQUESTA FL 33469 21i3 TEQUESTA FL 33469 2132 GQ424025310000370 300 6042402545Q000170 300 6�4240�545Q00�490 � BAKER AIAN G SULLIVAN MEI.ISSA BONVENTRE ANTONINO $c 5 CHAPEL Cf 135 MAGNQt.IA WAY 130 MAGNOLIA WAY TEQUESTA FL 33469 2169 TEQUESTA FL 33469 2113 TEQUESTA FL 33469 2132 50424025310Q00380 3Qp 6042402�450000180 340 50424025450400500 30Q TRAN VINCENT & IWOWSKI L�UIS & AUSTERLIIZ 1805 LLC . 1 CHAPEL Cf 137 MAGNOLIA WAY 19456 PINEfREE DR TEQUESTA FL 33469 2169 TEQUESTA FL 33469 2113 TEQUESTA FL 334b9 2036 �042402532Q000280 3Q0 5042402545000019Q 3pp ��+}24025450000510 3pp SCHMIDT ROBERT l 18 BRUMAIRE LLC iH5 PROPERTY FLORIDA LP S CHAPEL CII� 19456 PINETREE DR 8050 SW IOTH ST STE 1000 JUPrfER FL 334b9 217� TEQUESTA FL 33469 2036 FORT tAUDEROAi.E FL 33324 3286 60424025320000290 300 504240254500002Q0 300 ��424025450000520 300 NOCELLA JADE STICKLEY PAUL R& BANG CHANNG SUP & 3 CHAPFL CIR 143 MAGNOLIA WAY 122 MAGNOt.IA WAY TEQUESTA FL 33469 2170 TEQUESTA FL 33469 2113 TEQUESTA FL 33454 2132 ��49T532oQ003oo 300 504240254SU00�210 300 5042402545 �Z� a�aa 300 HUNIHAN MARK A& STEVfNS TERRY W RIVERSIDE QAKS HMpWNERS AS5N INC � 34$ WEEKEEPEEMEE RD 145 MAGNOLiA WAY 192$ tAKE WORTH RD WQdDBURY CT 06798 1621 TEQUESTA FL 33469 2113 IAKE WORTH FL 33461 �+228 604240250fl000108Q KEY ESTATES TEQUESTA SR HOUSING LP � 1200 BRICKELL AVE FL 18TH NtIAMI FL 33131 3214 �.R.47�4i?�,�QlR�t.01.�03d KEY ESTATES TEQUEST�A �S lP 12Q0 BRICKELI,,.1��'ff 18TH MIA 31313214 � � PHASE I PRELIMINARY MARKET STUDY: � PROPOSED SENIORS HOUSING FACILITY • County Line Road at SE Fearnley Drive Tequesta, Florida 33469 Latitude: 26.970675, Longitude: -80.100393 PREPARED FOR: Mr. Thomas Faure Romanelli Key Estates US, LLC x �"` � �. 1200 Brickell Avenue Miami, Florida 33131 PREPARED BY: Integra Realty Resources Tampa Bay 550 North Reo Street, Suite 220 Tampa, Florida 33609 INTEGRA REALTY RESOURCES FILE NUMBER: 148-2015-0596 t °:�=: �: :°>. � } �� T � • �� . „�'.� .. `' � ��' i 1'. i�>e a ��•,�, • j � f � y� 4. "�'t�a'� ; .'Y�'.��,� �k ;5:� ,�:r.. A,.. :u ,. ,:; � �'_' . r<,,; , � � ' ;;.. pp u > s., 'r#. ��c;.�.'roBr�:l�""i . . � j .. µ #�� ..� � � � n �{ �� -�� ,��.:,:�` . . _ ,�'��, . }�� _� ,�� i'XF. �'� ' . � , • ��'`�.'.'.�_ � , +. �. Y �,'� , . � . �, � . 5' ..* f �: ; .. ..s,:,,: . , �.�.:5 _ . `.� ;, r �� "�`?S;;'�? �,�`'�«~' „ .,;..4 Si�. c � �M�# 1.:.P. ' r�S .y,�' § A,rr . PROPOSED TEQUESTA SENIORS HOUSING FACILITY • MEMORY CARE SUPPLY ANALYSIS EXISTING SUPPLY OF MEMORY CARE The existing supply of inemory care within the PMA is as follows. Existing Supply of Memory Care Percent of Number of Beds Number of Memory Care Miles From Considered Competitive Property Name Type Beds Subject Competitive Beds Atria St.Joseph's 350 Bush Road,Jupiter ALF/MC 20 4.0 34�'0 7 Courtyard Gardens ALF/MC 24 4.0 349'0 8 17 90 In Creek Drive,lupiter Ma ngrove Ba y IALF/MC 20 3.0 45� 9 110 Mangrove BayWay,Jupiter Tequesta Terrace q�F/MC 30 1.0 77Y 23 400 N U.S. Highw 1, Tequesta Claire Bridge 33 ALF/MC 42 1.0 77�'0 21 Village Blvd, Tequesta Inn at La Posada 3600 Masterpiece Way, Palm Beach CCRC 18 8.0 59'0 1 Gardens • Prosperity0aks 11381 Prosperity Farms Rd, Palm Beach IALF/MC 40 9.0 2% 1 Gardens AllegroatAlbacoa ALF/MC 20 4.0 34`Yo 7 Community Drive, Jupiter Chatworth at PGA National ALF/MC 10 8.0 59'0 1 347 Hiatt Dr, Palm Beach Gardens Total Number of Existing Competitive Beds 90 Tvqe Kev NC=Nursingcenter NC/ALF=Nursingcenterwith assisted living. NC/MC = Nursing center with specia lized memory ca re beds ALF=Free-standingassisted livingfacility ALF/MC=Free-standingassisted livingfacilitywith dedicated memorycare wing ALF D/MC=Free-standingassisted livingfacility-100Yo memorycare dedicated ILF=lndependent LivingFacility IALF = Independent and assisted livingfacility IALF/MC=lndependent and assisted livingfacilitywith dedicated memory care wing CCRC=Continuingcare retirementcommunity • PAGE 6 iff PROPOSED TEQUESTA SENIORS HOUSING FACILITY � OCCUPANCY OF COMPETITIVE SUPPLY The occupancy and waiting list status of the competitive supply of inemory care is as follows: Occupancy of Competitive Memory Care Property Name Current Occupancy 9�o Waiting List Status Atria St.Joseph's 350 Bush Road, Jupiter 94� No Courtyard Gardens 1790 India n Creek Drive, Jupiter 96�o No Mangrove Bay 95qo No 110 Mangrove Bay Way, Jupiter Tequesta Terrace 93% No 400 N U.S. Highway 1, Tequesta Claire Bridge 939'o No 211 Village Blvd, Tequesta Inn at La Posada 3600 Masterpiece Way, Palm Beach 92�o No Gardens Prosperity0aks 11381 Prosperity Farms Rd, Palm Beach $99'o No Gardens Allegro at Albacoa • 909�o No Community Drive, Jupiter Chatworth at PGANational 1004� Yes 347 Hiatt Dr, Palm Beach Gardens Based upon the reported occupancy levels, the weighted average occupancy for competitive beds is as follows: • PAGE 7 ii"Y ;� ��. PROPOSED TEQUESTA SENIORS HOUSING FACILITY • Weighted Average Occupancy of Competitive Memory Care Number of Competitive Number of Occupied Properry Name Beds Current Occupancy 3'a Beds Atria St. Joseph's 350 eush Road, Jupiter � 94 � � Courtyard Gardens 8 96� 8 1790 Indian C Drive, Jupit Mangrove Bay 9 95% 9 110 Mangrove Bay Way, Jupiter Tequesta Terrece 23 93'Yo 21 40 N U.S. Highway 1, Tequesta Claire Bridge 33 93Y'o 31 211 Village Blv Tequesta Inn at La Posada 3600 Masterpiece Way, Palm Beach 1 92% 1 6ardens Pros pe rity Oa ks 11381 Prosperity Farms Rd, Palm Beach 1 899� 1 Gardens Allegro at Albacoa � g0� 6 Community Drive, Jupiter Chatworth at PGANational 347 Hiatt Dr, Palm Beach Gardens 1 1009� 1 TOTALS 90 - 84 � W EIG HTED AVERAG E OCCU PANCY 93 % - MEMORY CARE UNDER CONSTRUCTION OR PROPOSED Our research revealed the following competitive projects under construction or proposed: • PAGE 8 irr PROPOSED TEQUESTA SENIORS HOUSING FACILITY • Supply of Memory Care Under Construction or Proposed Percent of Number of Beds Number of Memory Care Miles From Considered Competitive Properry Name Current Status Beds Subject Competitive Beds DiscoveryVillage Jog Road Extension and Northlake Blvd, U/C 30 8.0 59� 2 Palm Beach Gardens New Vista CCRC Proposed 40 7.0 30Yo 4 Jog Road, Palm Beach Gardens HarborChase Congress and Northlake, Palm Beach Proposed 30 8.0 5% 2 Gardens La Posada Expansion 3600 Masterpiece Way, Palm Beach Proposed 10 8.0 59�0 1 Gardens Subject County Line Road, Tequesta Proposed 24 0.0 1009� 24 Relevant Supply Likelyto be Complete Within 24 Months 33 • • PAGE 9 � irr. PROPOSED TEQUESTA SENIORS HOUSING FACILITY � INDEPENDENT LIVING SUPPLY ANALYSIS EXISTING $UPPLY OF INDEPENDENT LIVING The following table is a list of independent living facilities serving the market area. Existing Supply of Independent Living Percent of Number of Units Number of Independent Miles From Considered Competitive Property Name Type Living Units Subject Competitive Units Mangrove Bay IALF/MC 327 3.0 459� 148 130 Mangrove Bay Way, Jupiter La Posada CCRC 200 8A 5% 11 11900Taylor Drive, Palm Beach Gardens Atria St.Joseph's IALF/MC 100 4.0 349'0 34 350 Bush Street,lupiter Prosperity0aks F 11381 Prosperity Farms Rd, Palm Beach IALF/MC 197 9.0 2� 4 Gardens TotalNumberofExistingCompetitiveUnits 197 • Tvqe Kev NC = Nursing center NC/ALF = Nursing center with assisted living. NC/MC = Nursing center with specia l ized memory ca re beds ALF=Free-standingassisted livingfacility ALF/MC=Free-standingassisted livingfacilitywith dedicated memorycare wing ALF D/MC =Free-standing assisted livingfacility-100�o memory care dedicated ILF=lndependent LivingFacility IALF = Independent and assisted livingfacility IALF/MC=lndependentand assisted livingfacilitywith dedicated memorycare wing CCRC=Continuingcare retirement community OCCUPANCY OF COMPETITIVE SUPPLY The occupancy and waiting list status of the competitive supply of independent living is as follows: � PAGE 1O irc PROPOSED TEQUESTA SENIORS HOUSING FACILITY • Occupancy of Competitive Independent Living Property Name Current Occupancy Yo Waiting List Status Mangrove Bay 95qo No 110 Mangrove BayWay,Jupiter La Posada 923� No 11900Taylor Drive, Palm Beach Gardens Atria St. Joseph's 350 Bush Street, Jupiter 949'o No Pros perity Oa ks 11381 Prosperity Farms Rd, Palm Beach 899'o No Gardens Based upon the reported occupancy levels, the weighted average occupancy for competitive units is as follows: Weighted Average Occupancy of Competitive Independent Living Number of Competitive Number of Occupied Property Name Units Current Occupancy 9�o Units Mangrove Bay 148 959� 141 110 Mangrove BayWay,Jupiter La Posada 11900 Taylor Drive, Palm Beach Gardens 11 929�0 10 • Atria St.Joseph's 350 Bush Street, Jupiter 34 94�0 32 Pros perity Oa ks 11381 Prosperity Farms Rd, Palm Beach 4 899�0 4 Gardens TOTALS 197 - 186 W EIGHTED AVERAGE OCCUPANCY 95% - INDEPENDENT LIVING UNDER CONSTRUCTION OR PROPOSED Our research revealed the following competitive projects under construction or proposed: � PaGe 11 � �t"r PROPOSED TEQUESTA SENIORS HOUSING FACILITY • Supply of Independent Living Under Construction or Proposed Percent of Number of Units Number of Independent Miles From Considered Competitive Property Name Current Status Living Units Subject Competitive Units New Vista CCRC Jog Road, Palm Bea Ga Proposed 100 7.0 10% 10 Subject CountyLineRoad,T Proposed 60 0.0 100% 60 Relevant Supply Likely to be Complete Within 24 Months 70 • • PAGE 12 irr ,.,� PROPOSED TEQUESTA SENIORS HOUSING FACILITY • SENIORS HOUSING DEMAND ANALYSIS We will now analyze demand for seniors housing. Our analysis will show demand estimates for the current year, each year for the following four, and 10 years from the current year. The following table shows the estimated number of persons or households in each target group for a number of time periods, and the indicated demand for each period based upon the penetration rates previously discussed. Demand ForAssisted Living Target Group 1- Persons Age 65+ Year Item 2015 2016 2017 2018 2019 2020 2025 A. PMA Persons Age 65+ 20,100 20,822 21,544 22,266 22,988 23,710 27,968 B. Achievable Penetration Rate 2.0°� 2.0% 2.0% 2.0% 2.0°� 2.0°� 2.0% C. Indicated MarketArea Demand (AX B) 406 420 435 449 464 478 564 Target Group 2- Households Age 75+ Year Item 2015 2016 2017 2018 2019 2020 2025 A. PMA HHs Age 75+ 6,589 6,727 6,865 7,003 7,141 7,279 8,041 B. Achievable Penetration Rate 6.6% 6.6h 6.6% 6.6% 6.6% 6.6% 6.6°� C. Indicated Market Area Demand (AX B) 437 446 455 464 473 482 533 • Target Group 3- Households Age 75+ With Income $25,000+ Item Year 2015 2016 2017 2018 2019 2020 2025 A. PMAHHs Age 75+W/Inc. $25,000+ 4,412 4,521 4,631 4,740 4,850 4,959 5,574 B.Achievable Penetration Rate 14.8% 14.8% 14.8°� 14.8°� 14.8% 14.8°.6 14.8% C.IndicatedMarketAreaDemand�AXB) 651 667 683 700 716 732 823 Target Group 4- Persons Age 45-64 (Adult Children) Year Item 2015 2016 2017 2018 2019 2020 2025 A. PMA Persons Age 45-64 21,692 21,671 21,649 21,628 21,606 21,585 21,479 B.Achievable Penetration Rate 1.1°r6 1.1% 1.1% 1.1% 1.1°� 1.1°k 1.1°r6 C. Indicated MarketArea Demand (AX B) 247 247 247 247 246 246 245 Demand Conclusions Year Item 2015 2016 2017 2018 2019 2020 2025 Indicated Demand 449 457 465 473 481 489 534 AdjustmentforLOCalMarketConditions 0°� 0% 0°� 0% 0% 0% 0°� Concluded Demand 449 457 465 473 481 489 534 The demand indication for each target group is independent of the other three demand indications. In this case, our final demand conclusion is weighted 50% to Target Group 3(age and income qualified seniors) and 50% to Target Group 4(adult children). These two indications of demand are the best indicators of demand for private pay seniors housing. • PaGe 13 irr PROPOSED TEQUESTA SENIORS HOUSING FACILITY . Demand For Independent Living Target Group 1- Persons Age 65+ Item Year 2015 2016 2017 2018 2019 2020 2025 A. PMA Persons Age 65+ B. Achievable Penetration Rate C. I nd icated Ma rket Area Dema nd (A X B) Target Group 2- Households Age 75+ Item Year 2015 2016 2017 2018 2019 2020 2025 A. P MA H Hs Age 75+ B. Achievable Penetration Rate C. Indicated Market Area Demand (AX B) Target Group 3- Households Age 75+ With Income $25,000+ Item Year 2015 2016 2017 2018 2019 2020 2025 A. PMA HHs Age 75+W/1nc. $25,000+ ! B. Achievable Penetration Rate C. Indicated MarketArea Demand (AX B) Target Group 4- Persons Age 45-64 (Adult Children) Item Year 2015 2016 2017 2018 2019 2020 2025 A PMA Persons Age 45-64 . B. Achievable Penetration Rate C. Indicated Ma rket Area Dema nd (A X B) Demand Conclusions Item Year 2015 2016 2017 2018 2019 2020 2025 Indicated Demand Adjustment for Loca I Market Conditions Concluded Demand The demand indication for each target group is independent of the other three demand indications. In this case, our final demand conclusions is weighted 50% to Target Group 3(age and income qualified seniors) and 50% to Target Group 4(adult children). These two indications of demand are the best indicators of demand for private pay seniors housing. • Pace 14 : irr PROPOSED TEQUESTA SENIORS HOUSING FACILITY • COMPARISON OF SUPPLY AND DEMAND The following table summarizes our conclusions of supply and demand for assisted living. Comparison of Supply and Demand ForAssisted Living Year Item 2015 2016 2017 2018 2019 2020 2025 E.UnmetDemandAfterAdditions 160 168 94 102 110 118 163 Our analysis shows that the PMA has an under-supply of assisted living in the current year. This is supported by the higher occupancy levels of existing facilities in the PMA. The addition of new inventory will bring the market closer to equilibrium in 2017. However, modest under-supply is still forecast for the long term. The following table summarizes our conclusions of supply and demand for memory care. Comparison of Supply and Demand For Memory Care Year kem 2015 2016 2017 2018 2019 2020 2025 . Our analysis shows that the PMA has an under-supply of inemory care in the current year. This is supported by the higher occupancy levels of existing facilities in the PMA. With the addition of new supply in 2017, the PMA is forecast to have a slight under-supply of inemory care beds. The following table summarizes our conclusions of supply and demand for independent living: Comparison of Supply and Demand For Independent Living kem Year 2015 2016 2017 2018 2019 2020 2025 Our analysis indicates the PMA has a substantial undersupply of independent living in the current year. No new inventory is forecast to come online in the immediate future, other that the subject. • Pa�e 15 ir� . PROPOSED TEQUESTA SENIORS HOUSING FACILITY . Our forecasts show the market continuing to have an undersupply of independent living going forward. SUPPLY AND DEMAND CONCLUSION The analysis shows sufficient unmet demand to support additional independent living, assisted living and memory care units. 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POINT OF CURVATURE FOUND 5/ ' SANITARV MANHOLE I� RIM ELEV. � 10.69 ILLEGIBLE 10' CLAV PIPE m S. FIGHT-0FWAV LINE �B 2 IRON ROD IN NG ,h EASEMENT � CONC. CONCRE7E ASPHALT � RIMELEV..11.44 } 10'CLAYPIPE ,� (O.F.B.14062,PAGE]12) I (WRNESSCORNER) �NV.��-)3.6] � �g \ 10' CLAV PIPE p INV.. (-)3.11 �I 6' PVC SIXITM P.R.0 POINT OF REVEFSE CURVATl1RE 5'un�mEnserneH* W00� ENCE0.4'E F q � INV.�(-)2.53 I � I '�Oqp ELEV. ELEVATIINJ �au*oc�uvlrEaaiocE) II R � � I x COV. COVERED F.F. FlNISH FLOOR '� COV. � � o�' W�� ry ,�o ASPHALT yyM WATER METEfl 3 � R� r DECK BRICK O � 0 10 "� ASPHALT �1 � FPBL FLORIDA POWER 8 LIGHT � �' �� 9 2 o fifi � � I WP o ° .� o � b ' + A I F I BFP BACKFLOWPREVENTOR a 62 °j op '° z�.p� II r fp.a w ,q ,0 + ,�A ; 1� C.B.S. CONCRETEBLOCKSTRUGTURE . 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STRUGTURE �!�m „ ti SURVEYOR'S NOTES: 9 I ASaHALT � Mw a I 5oa' I� ; AV REVIEWED HI TITLE IN PANCE C MPANY' ITMENT , , 1) I H E C CAGO SU 0 S COMM s1oNF � ° o d � 3.3' !V(4 � . . . 9 43 SR"W " 63 M o,�o rwe>ucE o FouND5/8' I FOH TITLE INSUNANGE SGHEDULES 'B1' AND 'B2', OflDEFl NO.. 4612929� 6`�' o p_ _ Nq p pp CUSTOMEH HEFEHENCE: SANS-TEUUESTA, EFFECTIVE DATE: OCTOBER 31, x x irro o ic a � z ■ =.i � x- x � , ¢� 0 + �gpz�gg � 5 e y q 2013 AT 2:30 PM� AN� FIND THAT ALL PLOTTABLE EASEMENTS AND � 9 0�' �, < � m v I ' �' y > I a" SUHVEY MATTEHS CONTAINED THEREIN ARE SHOWN ON THE SURVEY, FOUND � ASPHaLT � p) BEANINGS SHOViN HEflEON ANE B.4SED UPON THE NOPTH LINE OF ASPHA�T o MAGMAIL&OISC N I o � ' I NW 1/4 OF SECTION 25� TWP 405� HNG 42E, BEING NB9'43'58'W. LBM2799 MW + �0�� '�9� � Z N � A qON F 1i0D o �� I oy 3) ELEVATIONS SHON7J HEHEON AflE BASED UPON N.G.V.D. 1929. � INCONCRETE � � ^ , o MW 6 q h y, I �.� DIRT � 4) UTILITIES SHOWN HEREON AHE VISI6LE ABOVE GHOUN� FEATUNES. 0 U.8'Ei0.1'S y 0 �l WELL B o p I DIRT s z THEHEFORE, ADOITIONAL SUB-SUNFACE 11TILITIES OR STHUCTUHES MAV 9 GI1Y '� 9 9 � , I f ry EXIST. 9 6 . ry 9 � a ¢ 9 o a 5) PHOPERTY CONTAINS 348,485 SOUAHE FEET OH 8.000 ACHES, MORE ON • - _ - � ASPHALT * I � ` 9 I � LESS. �` MW° MW � a� °' 0 6 E F Q 64 � PP A�M�'`' e�� o ^ o I I a� y 6) PHOPEHT/ LIES IN FLOOD ZDNES 'B' AND 'C', AS SHOWN ON PANEL 1201920106 B flEVISED 10/75/82. �a Mw� PARCEL I � I� ' $I PARCEL 2 nSPHALT a o "� [v 0� y� 7) NO DEDICATE� NIGHT-OF-WAY IN THE PUBLIC flECORDS OF PALM MW � ,� MH , 1 � i I I a � w BEACH COUNTV HAS BEEN PHOVIDED FOH COUNTY LINE HOAD PAVING I W o 0 ° $ M�' o a� W a � a I p AN� UTILITIES ACROSS THIS PHOPEPTY. � .� � � � � g * � 9MY✓�^p 9� �� ASPHALT o I, I � 1 � g . 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HINSHAW & CULBERTSON LLP I 0 `,� BANK p. y ` !-�♦ /� T TAi( /� 699 �y - �� - � - _ _. _. �� _ - °'� 99 � g�'' 2 9 9ry � 9 � ° ' A^ / '�_ 0 T BANK F I I CI"Ijl�llll� 111LL:11`IJU1�f�Nl.ECOMP/�INY ' 66 ry `� :�� / �- SLOPE �- �� ti ` y"� � � I HENEBY CERTIFV TO EACH OF THE ABOVE THAT A SUNVEV OF THE PHOPEHTY DESCNIBED I � a � , �+ A� a� -\ °� `� y e 8 a� ---+-� � ioEOF ' � � STANDAHDS FOfl v � ]�� / �- _ _ _+-_--_ _ _ �- ^�' M b y 1 \ � - - -" - - - - - - �- - - - - - - - - - +� _ �9 _ p� \ / � a�' SLOPE I I � IN GHAPTEH SJ-17, F.A.C., PUflSUANT TO CHAPTEH 472.027 OF THE FLOHIDA STATUTES. `6� / p o° � 0 0 7 ^'} �, .� � CATCH BASIN \ \ . � �' � e � GflATE ELEV.-4.00 \ p\.q p /�° \ 9� ��. -'f \ 0 0 I `' cf � 15'ACPSEINVr0.5 y y � '� - �1 I APRIL 7, 2018 , ( �' A DRV RETENTION `�y I 9� \ t � ' CONC � p ��'' / ' o DATE OF FIELD SUflVEV GPEGORV T. TUCKER � o � \ DRV RAqEMION I � LEGACY SUHVEYING ANO MAPPING, INC. I �i � ♦ I % � p 4p' AREA 9 �OP � ��. a�" � � q A � � CATCH BnSIN /� � - - _ _?_°^ - - - � � � FLONSUA LAND SURVEVOP N0. 6147 \ �'+ ,� 0� A 0 ° j ,�9 -✓ � � GRFTE ELEV.� 10.50 � � 0 � ��-_ �-__ _ ___ ��_-----_-�-_----�-_-----+-�} __- � 15'RCPEINV: 2S °+ FENCE I � isRCPSINV-26 \�(` � . i THIS SUHVEV IS NOT VHLID UNLESS SEALEO WITH AN EMBOSSED SURVEVOR'S SEAL. 0.�' EAST I �� 15' RCP NW INV.� 2.5 , /� �A, � - 9 �--- 0 !` y 0 I �P\ � � � , ry 9 � 09 - � - � � V - -.� � s�w s �CONC. WALL �� FENCE 6 7 �'. ' � �. o �yb 2 O:p � � � - - "� - � �0 �V-V a , �xer-sw-ux 0.9'SpU7ry� ieo� 0.]'EAST • � O� ,�0� � _ - � - - � �O �O' �O' 9 �O� �.0� p cy� x �o-�-�-�m- O �a_ � 9 9 DATE:APFIL].2018 ��/ 589�-57�2.5�� 10'DflAINFGEEASEMENT 'a� Legacy SCALE: 1'=30' a q 9 � � (O.R.B. 14062, PAGE 712) DFiAWN BY: J.M. R.M. CONC. 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BOTANICAL NAME COMhWM NA6E HEIOHT YV�TH CALPER SPACMO REMARKS SOIL ANALVSIS SHALL BE CONDUCTED BV THE LANDCAPE CONTACTOR PRIOR TO APPUCATION OF ANV LAVOUT PLANTS ACCORDING TO LANDSCAPE PLANS. IF A CONFLICT ARISES AS TO THE LOCATION, ' M PR 11 ACER RUBRUM RED M1bWLE 68 - 1 S AS FULL, 4' MN. C T SOII AMENDMENTS, FERTILIZERS AND BACKFILL MU(TURES. THE L4NDSCAPE CONTACTOR SHALL USE A SPACING OR O7HER CONFUCT, CON7ACT THE LANDSCAPE MCHI7ECT IMMEDIATELV. .�� • V &S 13 BURSER4SM>RUBA GUvEO L@i�80 16 8' 2.5 AS. 5' C.T. hK�l FULL SPECh€N, CHPRP�TER QUALIFIEO SOIL TESTING LABORATORV - V CI 7 CRRUS SPP. ORMIGE, GRPPEFRUR, LM£ &70' 45' 2' AS FULL, 45 GeL. ANrI., VARIETY SELECTED BY OWPER EXCAVATE PIT TO TNO AND ONE-HALF (212) TIMES THE DIAME7ER OF 7REE BALL AND NOT LESS THAN 8" ` V CS 4 CORDIA SEBESTENA ORANGE GEIGER TREE 6 3 MULTI AS. FULL TO BASE . COLUPM, M4TCHED 71�E RESULT OF THE SOIL TFSTS SFULL BE SUBMiTTm TO THE OWNER AND UNDSGIVE ARCHITECi FOR REVIEW DEEPER. COMPACT A LAYER OF BACKFILL MIXTURE IN %T TO LOCATE COLLAR OF PUINT PROPERLY IN A - V DR 9 DELONIX REGYI ROYAL PORKWNq 18' 6T 3' AS. 5-6' C T FULL SPECP.EN PRIORTOTHE APPILGTION OF SAID FLITERIALS. ADJUSfMENT5TO7HE 500. AMENDEIlfS hUY BE MADE UPON SUGHTLV DISHED FINISH GRADE. BACKFILL AROUND BALL W1TH BACKFILL MIXNRE, COMPACTED TO - M EU 14 EUGENYISPP. EUGEM4TOPWtY ST - - AS. FULL, SPIRPL OR PPPROVED EQUAL CONSUL7AION WI7H THE OWNERAND THE UNDSGPE ARCHITECf. ELIMINA7E VOIDS AND AIR POCKETS, WATERING THOROUGHLV AS LAVERS ARE PLACED. BUILD 3" HIGH � BERM OF SOIL BEYOND EDGE OF EXCAVATION. APPLV FERTILIZER AS SPECIFIED AND THEN MULCH NATH Gent�e GIaS -M LS 24 LMERSTROFI.�4SPECIOSA QI�ENCRPPEMYRTLE 12-14' 45' MIA,TI A5. FULLBTWCK,P.ULTITRUWC,M4TCHEDSPECN.ENS 'M MC1 9 M4GNOlIAGRPNDWLORA'DOBLPNCHARD' DDBlM1CFWiDM4GNOL44 16 8' S' A3. FUlLBTNCK iS: DELIVERY,STORAGEANDHANDLING: THETVPEANDTHICKNESSSPEqF1EDONPLANTUST. HOIIOWSy ' M MC'i2 24 AW(7JOLIAGRM�IFLARA'LfITLE GEM Lf1TLE GEM M4GNOLlA S B 7 AS. FULL BTFWCK PRUNING OF TftEES SHALL BE DONE ON SITE AFfER PL4NTING FOR DAMAGED LIMBS OR AS DIRECTED TO GUV AND STAKE TREES, LESS THAN 3.5" IN CALIPER, IN FOUR DIRECTIONS WITH "ARBORBRACE" NY�ON . V M 1 MWJGIFERAIN�ICA P,YWGO 12 5 3' AS. FUIL, 3' C.T. IMPROVE OVERALL PLANTAPPEARANCE. DO NOT REMOVE MORE THAN 15% OF BRANCHES. PRUNING TREE GUYING KIT NAiH HARDENED NVLON ANCHOR AND 3/4" 800 LB. POLYPROV UV VvEBBING, MODEL O' Mahoney ' V PA 2 PERSEAPhERICPNA AVOCODO 17 45' - A5. FULL 8 TF9CK ME7HODS SHALL FOILOW STANDARD HOR7ICULTURAL PRAC7ICES USING APPROPRIATE TOOLS. LOPPING, (qTC,�R) OR APPROVED E�UAL STAKE TREES IMMEDIATELV AF7ER PLANTING. FOR MULTI-TRUNK PL4NT i A s � o t I a t e f, I n c. - V PT-2 3 PTVCFIOSPERM4ELEG�WS PLEXMIDER PAIM iB' O A - DOUBIE AS PULL, OOUBLE TRUN(, M4TCFE� FEIGHTS SHEARING OR TOPPING OF PLANT MATERIAL W1LL BE GROUNDS FOR REJECTION. DAMAGED, SCARRED, ry�qTERIAL, ATTACH GUYS TO POUR (4) LARGE57 LIMBS, CARE MUST BE 7AKEN NO7 TO MAKE GUYS 700 - V Pf3 5 RNCHOSPERM4ELEG4NS PLEXPNDER PPLM 14' O.A - TRIPLE AS FULL, TR�LE TRIAJK, M4TCHED HEIGV{TS FRAYED, SPIJT OR SKINNED BRANCHES, LIMBS OR ROOTS TO BE PRUNED BACK TO LIVE WOOD. THE TIGHT. FOR TREES 3.5" IN CALIPER AND OVER, TREES MUST BE STAVCED NATH WOOD 2X4 METHOD. Leridscepe Archttecte • V QV ZB QUERCUS �1RGNYWA LNE OPK 18' 8' 4' AS. 8' QT. MIN. PULL SPECMEN CENTRAI LEADER OR BUD SHALL BE LEFT INTACT UNLESS SEVERELY DAMAGED. FOLLOW PALM STAKING DETAIL FOR REQUIREMENTS. 7HE IANDSCAPE ARCHITECT RESERVES THE RIGHT �'�arir�ere ' V RE 48 ROYSTOPFAELATA ROYPL PPLM 70.24' G W. - 24' MN AS NEAW OPRK GREEN FEPD, M4TCHED SPECBVEN PRUNE SHRUBS TO REMOVE DAMAGED BRANCHES, IMPROVE NANRAL SHAPE, THIN OUT STRUCTURE AND TO ELIMINATE GUYING OR STAKING. THE OWNER SHAIL RECEIVE A CREDIT OR DEBIT FOR THE UNIT PRICE Envirarwnarkal ConeultaMe ' V TD 73 TAXODNM DISTICFAMA BALD CYPRESS S 3' 1^ 0 FULL REMOVE NOT MORE THAN 15% OF BRANCHES. OF THE GUYING OR STAKING. THE UWDSCAPE CONTRAC70R SHALL REMOVE BRAGNG IN ONE VEAR. ' V SP 2D1 SABPL PALAETfO SJIBAL PN.M 17-28' C.T. - - A5. 5iRA1GHi, MD�D HEIGHfS. HURRICMIE CUT, SLICKTRUNKS, � 8: WARRANTY: 32. PLANTING SHRUBS: 1901 Commerce Lene SEE PtAN FOR HEIGHiS - SHRUBS 8 GROUNDCOVERS WARRANT ALL PLANT MATERIAL FOR A PERIOD OF ONE (1) YEAft FROM 7HE DATE OF FINAL ACCEPTANCE EXCAVA7E PITS OR TRENCH TWO (2) TIMES DIAMETER OF BALLS OR CONTPJNERS, AND 3" DEEPER THAN `�'��e 101 KEY Q?Y. BOTANICAL NAh� COMMON NAME HEIGHT WIDTH GAL SPACIN6 REMARKS AGAINSi DEATH AND UNHEALTHY CONDITION, EXCEPTAS MAY RESULT FROM NEGLECT BV OWNER, RE�UIRED FOR POSITIONING AT PROPER HEIGHT. COMPACTA LAVER OF BACKFILL MIXTURE IN BOTTOM �upltar, Fla�da 33458 ` V CLU 1158 CLUSl4GURIFERA SbW1L LEPF CLUSW 38" 38' it7 24^ FULL 8 TFpCK TO BqSE DAMAGE BY OTHERS AND UNUSUAL PHENOMENA BEYOND CONTRACTOR'S CONTROL REPLACEMENTS BEFORE PLACING PLANTS. CONTAINER GRONM MATERIALS SHALL BE PLANTED WITH 48 HOURS AFTER 561-515-955� - V FIM 1885 FICUS M1NCROCMPA'GREEN 6UWD' GREEN ISUWD FICUS 17 tY iq 24" FULL 3TWCK TO BASE SHALL BE MADE NATH COMPATIBLE SIZE AND DUAU7V OF MATERIAL AT A 71ME RE�UESTED OR DELIVERY 70 SI7E. PLACE PU+NT IN PIT AND BACKFILL AROUND PLANTS NATH BACKFILL MIXTURE, 561-5�5-5260 FAX • V LE 2671 ILEX VOM1TfORW'STOKES DWPRF' S70KE5 DWMF 12" 12 #3 24" FULL BTHICKTO BPSE ACCEPTAE3LE BY THE OWNER Oft LANDSCAPE ARCHITECT. PLANT MA7ERIAL ftEJECTED DURING 7HE COMPAC7ED 70 ELIMINATE VOIDS AND AJR POCKETS. WATER 7HOROUGHLY AS L4VERS ARE PLACED. wuw7GUOCOm COURSE OF CONSTRUCTION SHALL BE REMOVED WITHIN FIVE (5) WORKING DAYS AND REPLACED BEFORE FORM A 3" HIGH BERM OF SOIL BEVOND 7HE EDGES OF EXCAVATION. APPLY FERTILIZER AS SPEqF1ED • V MJC 409 MJFiEI�EERGIACAPILLAF2IS M1AMLV GF2ASS 24" 78' iA 30" �1AL CLUhf� THE FINAL INSVEC710N FOR COMPLETION W1�L BE SCHEDULED. WARRAN7Y ON REPUICEMENT PLANTS AND THEN MULCH WITH THE TIPE AND THICKNESS SPECIFIED ON PL4M LIST. - V PMP 840 PODOCPRPUS M4CROPHYLLUS'PFtMGLE5 DWPRF JPPANESE YEW 12' 12' k3 18" FULL & THICK TO BASE SHALL BE 7 VEAR FROM 7HE DATE OF FINAL ACCEPTANCE OF THE REPLACEMENTS. ANY DAMAGE - V TR� 243 TRIPSPCUd DPCTVLOIDES FAKAF4UCHEE GRhSS 36" 37 q3 38" FULL CLUR�P 70LANDSCAPE, SODDED OR SEEDED AREAS DURING REPLACEMENT OF PL4NT MATERIAL SHALL 8E 3.4: PLANTINCa C,ROUNDCOVERS: • V SER 435 SERENOAREPENS S4W PALMETTO 24" 24' #7 30" FULL CLUhP CORRECTED BY 7HE UWDSCAPE CONTRACTOR. LOOSEN SUBGRADE TO DEP7H OF 4" IN AREAS NMERE TOPSOIL HAS BEEN STRIPPED, AND SPREAD � . BACKFILL MIXNRE. 1_7: MAINTENANCE SERVICE: ' INDICATES NATIVE PLANT MATERIAL MAIN7ENANCE AND GENERAL CLEAN UP SHALL BE PERFORMED DAILY. MAINTENANCE SHALL INCLUDE BUT SPACE PLANTS AS OTHERNASE INDICATED. DIG HOLES LARGE ENOUGH TO ALLOW FOR SPREADING OF V INDICATES VERY DROUGHT TOLERANT NOT BE LIMITED TO WATERING, WEEDING, CULTIVATING, RESTORATION OF GftADE, REMOVAL OF LJTTER, ROOTS. COMPACT BACKFILL TO ELIMINATE VOIDS, AND LEAVE GRADE SLIGHTLV DISHED AT EACH PLANT. A ` M INDICATES MODERATE DROUGHT TOLERANCE MOVNNG, PRUNING, RESETTING SETTLED PUlNT3, REMOVING, REPPJRING OR REPLACING STAKES AND WATER THOROUGHLV. APPLV FERTILIZER AS SPECIFIED AND 7HEN MULCH NATH THE TVPE AND ! 1 1 GUYS, PROTECTION FROM INSECTS AND DISEASES. FER7ILIZATON AND SIMILAR OPERA710NS AS NEEDED THICKNESS SPECIFIED ON PI.ANT 11ST, LIFfING PL4NT FOLIAGE ABOVE MULCH. MULCH SHALL BE SPREAD � TO ENSURE NORMAL GROWfH AND HEALTHV PLANT MATERIAL. MNNTENANCE SHALL BEGIN AFTER EACH BEFORE PLANTING PLANTS IN POTS LESS THAN 1 GALLON SIZE (4", LINERS, ETC.). I PLANT IS PLANTED AND SHALL CONTINUE FOR NINETY (90) DAVS FROM THE DATE OF FINAL ACCEPTANCE. C � � 1_8: QUANTITIES, LOCATION AND SUBSTITUTIONS: SpeC111C'dt1�I1$ - Li1W11$ 'd11U C7rilSSe$ THE DUAN71TE5 OF PLANT MATERIALS SHOWN ON PLANS SHALL TAKE PRECEDENCE OVER THE PLANT p �: pRODUCTS: QUANTI7IES ON THE PLANT LIST. THE LANDSCAPE ARCFNTECT RESERVES THE RIGHT TO ADJUST THE SOD SHAIl MEET AMERICAN SOD PRODUCES ASSOCIATION STANDARDS FOR NURSERY GROWN SOD FOR � NUMBER ANO LOCATIONS OF 7HE DESIGNATED TYPES AND SPECIES OF PlAN7S 70 BE USED A7 ANV OF THICKNESS OF CUT, PPD S12E, STRENGTH OF SECTIONS, MOISTURE CONTENT AND THATCH. SOD SHALL BE THE LOCAiIONS SHONM. THE OWNER SHALL RECEIVE A CREDIT OR DEBIT FOR THE UNIT PRICE OF THE � PLANT MATERIAL NO SUBSTINTION OF PLANT MA7ERIAL TVPES, SPECIFICATIONS OR SIZES NALL BE GUARANTEED 70 BE UNIFORM IN COLOR, LEAF TEXTURE, AND SHOO7 DENSIN AND FREE OF WEEDS, PERMITTED WITHOU7 VuRI7TEN AUTHORIZ4710N FROM THE UWDSCAPE ARCFNTEC7. iHE OWNER AND/OR DISEASE, FUNGUS, INSECTS OR OTHER IMPERFEC710NS AND SUFFICIENTLV KNITTED TO SUSTAIN GftONrtH. �. � LANDSCAPE AFiCHI7ECT RESERVES THE RIGHT TO NOT ACCEPT PUWT MATERIAL THAT DOES NOT, IN THE g�D SHALL BE MOVYED FOR FINAL ACCEPTANCE. i-I OPINION OF THE ONMER AND/OR L4NDSCAPE ARCHITEC7, MEET THE SPECIFICA710NS HEREIN. �~ 2 3: FERTILIZER: � �,{ ��' �� G�� 2_i: PLANT MATERIAL FER7ILIZE TURF AREAS WiTH TVPE 1 FERTILIZER, COMPLVING W1TH THE STA7E FER7ILIZER LAWS. THE a r O neEE spieeao Ia r�nd�r+EO 2_2 FER7ILJZER SHALL BE CHEMICALLV DESIGNATED WITH 72-&e. PROVIDE AT LEP.ST 50%OF THE � TIIN aRGNCFIE4 Br V9 TOia,L naee PROVIDE SIZES AND SPECIFICA710NS OF PLANTS AS SHOWN ON PLANS OR LISTED ON PLANT L1ST. ALL r� �T �n� �� M� 2 = 3 ' TREES, PALMS, SHRUBS, GROUNO COVERS AND OTHER FLANTS SHALL CONFORM TO THE STANDARD OF PHOSPHORIC ACID FROM NORMAL SUPER PHOSPHATE OR AN EQINVALENT SOURCE PROVIDING A MINIMUM � �+y Details �'�� t� FLORIDA NO. 1 OR BE7TER AS GIVEN IN THE LATEST EDITION OF GRADE3 AND STANDARDS FOR NURSERY OF 7W0 UNITS OF SULFUR. THE AMOUNTS OF SULFUR AND ALL O7HER CHEMICAL SHALL BE INDICATED ON �] �� MSTALL4TION 4ND &.I,twL DE THE �UANTITATIVE ANALVSIS CARD ATTACHED TO THE UNOPENED BAG. PoMi ni uw�la� oa uEk.ur Is °�� TTaS W/ =-3/4' NIGN G4RBGN APrRO'.�LD er LNDxAPE a PUWTS BV FLORIDA DEPAR7MENT OF AGRICULTURE, PAR71 AND 11. PLANT MATERIAL SHALL ALSO C� C� � r/ STEEI BdNDB TO NOLD DATTBIB IN PLdGE dRCMIT[CT ppMr qr W11GN gpEdFIED ovERALL CONFORM TO THE AMERICAN ASSOCIATION OF NURSERVMEN, WC. (ANSp BULLETIN Z 60.1 -1990 AND AS U � cu�xu+� pt.air►� p�JeGT. �o nor rulL a° 3_t: LAWN PREPARATION: BATIEN9 t0 PALM. HEIGMT OF DATiENB IN6TdLL TREE FROfi TiEE BT % T� ��T IS PEAdJRED REVISED. C/� UI cMeAC� PN.Me to eE � gW,qu pE �pCqr�p M RlLqTipl TO na ��T c8 BPEGIFIED er 7ME LOOSEN SUBGRADE TO DEPTH OF 4" AND GRADE VNTH TOPSOIL PROVIDED ON SITE OR IMPORTED TO � N I s�iac � w�eeicnri ar �gk�r o� Tu[ p,tin pR noeyorz 1'W. OR GPPIEO�LD CaLLCL. 3/4' p � LLEOD�'Y. TO OE REFIOVED A� END Ci SPECIMEN PLAN7S SHALL BE FLORIDA FANCV OR BETTER AND SHALL CONFORM TO 7HE LITERATURE FlNISH DESIGN ELEVATIONS. ROLL PREPARED LAWN SURFACE. WATER THOROUGHLY, BUT DO NOT � '� � deACINC.. e�EGL 6aND8 eMnLL Noi TOUCN �TPROrrLHd u.ECeM�. Loow �� WO1MeNTT PCR�oD Dr LNloec,4PE STANDARDS LISTED ABOVE. CREATE MUDDY SOIL CONDITION. al TIE FRADB WiBURLAP OR t10H( pF 71�'E. �� T� Cl00TLH OF �QIER GONTRdGTOR ORqGMG MAT GE (� sinl�.a¢ eloo�rxqo,ee�E .+y ewwce6.wo Exrerro n• ^° rwol��D wia w¢e.w cor�olTbw 2_4: TOP SOIL: L nqtERl.a1 to PKOtECt dlo !` -- BEYaMD T�dINC FneiEN dlCKLE ° f .4LiERWTIyE DRAGNC. SrETB1 To eE FERTILIZE SOIL AT THE RATE OF APPROXIMATELY 10 LBS. PER 1000 S.F. SPREAO FER7ILIZER OVER THE a __ oNp e�IDE ToWaRDe .eNG+oR TO o' APPivovED DT LArDBCAPE TOPSOIL SHALL BE FRIABLE FERTILE SOIL W1TH REPRESENTATIVE CHARACTERIS77CS OF AREA SOILS. IT AREA TO RECEIVE GRASS BY USING AN APPROVED DIS7FtIeUTION DEVICE CALIBRATED TO DISTRIBUTE THE l C � _ tENelaN �' AIY^NI1EGt. TREEB OVER 3D' CALIPER APPROPRIATE QUAN7ITY. DO NOT FER7ILIZE WHEN WiND VELOqTY EXCEED315 M.P.H. iHOROUGHLV MIX 9teEL BtaD an i i0118E PALM 8iF1CINGDETAIL.ORACRYa SHOULD BE FREE OF HEAW CLAY, SIL7, STONE, EXCESS LIME, SHELL ROCK, PL4NT ROOTS, WEEDS, � B/]'X4'xl6") TRE! cALIPER 31ZE 9NALL OE � p� MUgT BE NSIeLE � eAFE PoR DEBRIS OR OTHER FOREIGN MATTER. IT SHALL NOT CONTAIN NOXIOUS PLANT GftOWTH (SUCH AS FER71L17ER INTO THE TOP 2" OF TOPSOIL POINT 4T WIICH C.I.OR pT. � ��TT� �A��D AT 6' A�OVE GRADE up Q � peoean¢��wa BERMUDA. TORPEDO OR NUT GRA55). IT SHALL 7E57 BETWEEN THE PH RANGE OF 5.0 T0 7.0 UNLE55 � 4�IGHT9 AIE HEAd1RD 5 LArERB aF eUw..4P a¢ T� �� 4 ' �� Q' � ��. a� p�vIDE a LLEDDINC, BTRAPo SPACE� OTHERNASE SPECIFIED AND CONTAIN NO TOXIC RESIDUE OR SUBSTANCES THAT WOULD ENDANGER PLAN7 3_2: SODD W G sMILa¢ daoE�nAO4eLe �E w�¢ �'v�R c.�l�x Tr�Ee' ° qr 9�• APAaf. GROWiH. IF 70PSOIL IS NOT AVAIL48LE ON SITE, IT SHALL BE IMPOR7ED FROM LOCAL SOURCES W1TH r�oiNr nt uwk.N cm orz c.w SOD 7VPE SPECIFIED ON PLANT LIST SHALL BE MACHINE STRIPPED NOT MORE THAN 24 HOURS PRIOR TO �♦ ��' �'�� "� �� S '� TM R ' ° � � SIMILAR SOIL CHARACTERISTICS TO THAT FOUND AT PROJECT SITE. OBTAIN TOPSOIL ONLV FROM LAYING. r, '` ALL GRAGMG TO ��'IOVED AT END OF �LD EACK TOP I!l OF BURLAP �yppt p,q�� g�IGHTLT A�O�E FMIBN t' , rw acRapm q¢ e�n�a� Tie+ace Wp,�ay,Nn �Wpp Br �,yipg�qpE �novE x� sttriWEt� eUria� NATURALLY, WfLI-DRAINED SITES WHERE 70PSOIL OCCURS IN A DEPTH NOT LESS 7HAN 4". � MMX"IIl'7 4[] X 4) WDOD 6RAGE8 GONiRAGiOR BRAGMG MAT DE FIODFIED aT WN� eq�re eE�°W t°p �'�1�E. I0% MAXIMH. DO NOT PILE LAV SOD STRIPS NATH TIGHT JOINTS, DO NOT OVERLAP. S7AGGER STRIPS TO OFFSET JOINTS IN N4Lt oP 1¢oOT e?.LL 6oIL oN iaP aF fd�OTBALL. NnIL MTO BnTrENe WnoD NAILB Fa¢ urmrw caNDIrIaNe. aLTem�ATl� 2 5' INORGANIC SOIL AMENDMENTS: ADJACENT COURSE3. WORK SIFTED SOIL MIX INTO MINOR CRACKS BETNEEN %ECES OF SOD AND &°dGED AT A MMIYMI LF 90' BRAGMG 8T8iEM i0 OE AYPIK)vCD DT 3• EARTH RMG FOR W4iER �� µ� FERrlllg as peR wd7mv - coLLECTla1 WITM �ENiLr REMOVE EXCESS SOIL DEPOSITS FROM SOODED AREAS. SOD ON SLOPES GREATER THAN 3:1 SHALL BE Sl�ETT RAGe fTTPJ ��' �g� �� BLOPING SIDEB SAND SHALL BE CLEAN, SALT-FREE AND CONTAINING NO EXTRANEOUS MATTER. STAKED IN PLACE. ROLL OR TAMP LIGHTLV AND WATER THOROUGHLV WITH A FINE SPR4Y IMMEDIATELV ROOT EGLL BLKaMTLT dBOVE AFfER PLANTING. wLO eanc ror ia w euRL,aP FMieN GRnoe. I0u nexlnun. FIrNeN c.i¢noe _ 1 + '- SOIL CONDITIONER SHALL BE AXIS'REGULAR" CALCINATED DIATOMACEOUS EARTH, MFG BY EP REMOrt nLL BrdTN[rlG d1�AP Do Not PILE 9oIL or� tor �� -- ` -- MINERALS, LLC, APPLIED AT 10% BV VOLUME. CONTACT AMS, INC., 88&54&3722 FOR LOCAL Landsca Certificatoin I CUi WIF� BGBKETS DELOW TOP � ; j�} 1 1 ��I I `�4 ,':..,�:, r ��" Ii DISTRIBUTOR. SOIL CONDITIONER SHALL CONTAIN THE FOLLOWING PROPERTIES: W'!LF OF I�O� 6'a'� - EXIBTRG dJEGRADE t�1uLCM TrPE ANO n11clG�es M LANDSCAPE CERTIFlCATION THE L4NDSCAPE ARCHI7ECT SHALL PROVIDE FINAL CERTIFICATION TO 7HE f BPEGIFIGqiION. DO NOT P�AGE cM18N GR4oE ea.c�alLL Mlxn� tyLCU qGqMbt TraraC pF r�E OPALINE SILICA (Si02) 90% OWNER AND MUNICIPALI7V THAT PUWTS ARE INSTALLED PER THE DESIGN PLAN, DE7AILS AND 9 exletMrsBUe�qqoE � I ,�� I �� ` _ _ SPEqFlCATIONS. ANVCHANGES707HEPLANNALLNEEDTOHAVETHELANDSCAPEARCHIiECT i I I'dj I I_ ;�,,, •� 3' EAietN RING FoR WATER ' - I - I��' POROSITV 82% APPROVAL PRIOR 70 MSTALLPSION. CONFORMITV TO FLORIDA GRADE #1 IN THE ROOT BALL REQUIRES coLLECrION Wnl c.EN*LT ( ) THE L4NDSCAPE ARCHITECT TO INSPECT TREES PRIOR TO INSTALLATION AT THE SITE. IT IS THE 2 k 4 ANrwaic 6tNCE I --- -- eLOplw SIDEB ABSORPTION ASTM Fd28 114% GRAGE IMO vIFaGM OOIL - PLqNT PI7 t0 GE 1D TMEB T1E PORE SIZE 0.1-1.0 MICRON RESPONSIBILI7V OF THE OWNER/GENERAL CONTRACTORMNDSCAPE CONTRACTOR FOR ORGANILNG TOE N41L Mt0 dNG110R � DIAHEtER OF lfff PLANT pALL �e51 ne EoM/TwL � s�erl�la ns rert 'R � �� '� TM �� M pH � INSPECTIONS OF PLAM MATERIAL PRIOR TO INSTALLATION. 9 a� � �� I ppECIFICO.T�aa oo HoT PLa.ce v CEC 27 Drawn 1�^�� „„��,,,,�,�,,,,,,��,� Tree Plantin Detail N.T.S. D4GI61LL MIXIU�E a 2_8: ORGANIC SOIL AMENDMENTS: Approved: cccieomiwn� r�.wt Pit ta ee �s tl�s t� Tree Plantin 1" To 3.5" Cal. GeT1eT'21 NOtCS: Date: o6non_rns m DIOfETER G� n1E PLM11 OaLL PEA7 HUMUS SHA�L BE DECOMPOSED PEAT WITH NO IDENTIFIABLE FIBERS OR IF AVAIIABLE, MUCK MAV BE Job no i:�soz � Palm Plantin� Detail N.T.S. �� 4' � 4' SUBSTITU7ED AND SHALL BE FREE FROM STONES, EXCESSIVE PUWT ROOTS, DEBRIS OR OTHER FOREIGN SOD TO BE ST. AUGUSTINE Revi5lon5. �/6/16 MAT7ER. MUCK SHALL NOT BE OVERLY SATUR4TED Vu17H WATER. � Tree Planting Over 3.5 �� CeI. \ . .4LL PLANTING AREAS SMALL RECENE 100%COVERAGE FROM A FULLV AUTOMATIC IRRIGATION SVSTEM 1n9/ib ., a 61oDnldelER AT RonDUUr, ar�, 01oEWl�LK Z_�' FERTILIZATION: E�UIPPED WITH A RAIN SENSOR. GD3l. MI'E AND TI�E INT +, ' _ �� PROVIDE FERTILIZER UNIFORM IN COMPOSI710N, DRV, AND IN A FREE FLONANG CONDITION FOR qLL CONSTRUCTION DEBRIS & HARDPAN TO BE REMOVED FROM PLANTING BEDS TO A DEPTH OF 30' �nouari � I I u. n�L utlLltr PI�B wILL ae ri¢oTeG�o WIiN qppLICqTON BY SUITABIE E�UIPMENT, AND DELIVER IN UNOPENED BAGS OR CONTAINERS, EACH FULLV Q elDEwaLK 11 §, m !� - ieoat eAw¢IEie FErs Dff I�alllaEriENtB oc LABELED. o , ne nwiclr.uln. UTILITES: � Blooa�ER aa I I I �� o unm - _ �4PPRO�ED EOUAL' I I � m � '•,\ _ FERTILIZE if2EES. SHRUBS AND GROUND COVERS NATH "MILORGANITE" OR AN APPROVED COMPLE7E qgpyE qryD BELOW GROUNO UTILITIES SHALL BE VERIFIED AND LOCATEO BV 7HE LANDSCAPE solL eaaalLl �ao* e4�e�¢ WLL r+�v�R e� ue�o �o�¢ FERnLIgR. APPLY "MILORGANITE" IN A CIRCLE AROUND 7HE PLANT BEFORE MUICHING. DO NOT TOUCH 1I�E plt (M� a� rn� ' " �' � T� %� � T� E��m CONTRACTOR PRIOR TO COMMENCING WORK IN 7HE PROJECT AREA. IF UTILITY PLANS ARE AVAILABLE, � �,� THE PLAM YNTH THE FERTL1ZER. WATER IN FERTILI2ER AFTER MULCHING. APPLV MILORGANITE" Seel ' Glqw�sE�wCE oF TNE iaooT eA�L. Root THE COMRACTOR SHALL EXAMINE THEM AND BRING ANY AND ALL CONFUCTS TO THE ATTENTION OF THE en�tllR WLL rior ee �ED eatWEEN rwe FERTILI�R AT THE FOILOVYING RATE' OWNER AND/OR LANDSCAPE ARCHITECT. WHEN VYORKING IN AN AREA WHERE KNOWN UTILITIES EXIST, Tb7E. GONiRAGTOR SHALL FOLLOW FFG'8. DETAILED �p p�T Ndp TH! BTIAICTURAL BOIL. S.00 lB$. OR 14.5 CUPS / PALMS IrmtpucTlcNe FoR ActuAL MBtALLnTION PRixEDUpEB. U7ILITY LOCATONS MAY NEED TO BE STAKED BY A 3URVEYOR OR THE UTILITY COMPANIES. TiE � 3.00 LBS. OR 8.70 CUPS / 12-18' MATERIAL CON7RACTOR HAS TNE OPTION TO CONTACT 811T0 SCHEDULE LOCATION OF THE UTILJ7IES N?iICH Tree Root Barrier Section N.r.s. Tree Root Barrier Plan N.T.S. 2.00LBS.ORS.BOCUPS/&12-MA7ERIAL SUBSCRIBETO?HEIR3ERVICE. � 0.69 L&S OR 2.00 CUPS /6-8' MATERIAL � 0.19 LBS OR 1/2 CUP / 3 GAL MATERIAL � POINT Ai LLNIGN BPECIFED eaWVlat.wr sr.4clr� aP r�nos. nRa �� M � �' � 0.10 L&S. OR 1/4 CUP / 1 GAL MATERIAL WI0J0 BPFEAD 18 MEA&1RED E'-10' BEPERAiION ON ALL PLNlB � �ebns � �� 2_8: MULCHES: PoMr nr W�ku SPEG�cIED ovEpnLL �� 3' � ea,murarrt MULCH TO BE APPLIED TO ALL PLAN7ING BEDS, 3" THICK MIN. . � eur�e uew�t �Iwr ia ne.ew�o �e .o ru�cu rr� aw ruiac�sa Tiaurce ro cu� a¢ �e.w wt .. � �- a � d� d M BPECIFIC4TIGTL DO NOT A111GT FRR7 CLWTER TO ALLdU &M PINE STRAW MULCH SHALL BE APPLIFD ONLY TO THOSE AREAS AS INDICATED ON THE PLAN APPLV 6" FLUFFED, � PB'IOVE rAPER 1'LA811G. OR FCTqL � '-� PLiCE MIILCM AGAMBT ACCEgg TO NEAD �� ' �� 23' THICK AFTER COMPACTION. � �� coNte,rt�ie nut n4r ee aRO�rio � T � °P �� f � � \ 2.t0�PLANTING SOIL MIX: � J � R�Oi. R 9ALlED � d1RLAPPED. � N DINEGTION OP CURVED 71ifK \ LC 00O0111 f�B'IOVfi ONLT iOP V3 OF BUIiLAP �� .a "� d 3" E6R�N R�Nfi FOR W4iER B1R11GNi TRNCB TTP. iALLEBT � ° co��ECrtor� �u+o N cerime a c�u6rtn / BACKFILL MIXTURE: t/2 PARENT SOIL, 1/2 MIXTURE (1/3 SAND, 1/3 TOPSOIL, 1/3 PEAT HUMUS) bh� T�tle: BTR4K�NT TRIlK PALM9 � 3� .L ' FMISN �ReD6 G4N eE eLVUt�r tl�tEO � 7 � 31: PLANTING BED ESTABLISHMENT: O � Landscape ! a� m� �. .�' ' _ , �! 3 � �� PREPARA710N. PRIOR TO THE INSTALIATION OF PUINTS, 7HE SITE SHALL BE FREE OF WEEDS, GRASS. `I I I SpeCI FIGA t IOI') �! � �`'�� `�"�� • exletlrX. d�,lanpe �r aAL�� to ee • 7�� SOD, DEBRIS. ROCKS OR OTHER MAiERIAL MAKING THE SI7E UNPLANTABLE. FOR FINALACCEPTANCE ALL I I PIAI') � ri �� _ I 3'l' o.G. '.�a+t. �. PLANTED AREAS SHAIL BE VuEED FREE. O L J _ :: ` � � � O O ' I I�� I� , �I - ��ILI� A6 PER WeIitEN SPep. `�' FINISH GRADING THE LANDSCAPE CONTRACTOR SHALL COORDINATE THE INSTALLATION AND GRADING � � r� GROWDCOVER� I�EP - 6ACIPILL MIMIIRE. II7 Pt��t { OF TOPSOIL, IF NECESSARV, N7TH THE GENERAL CONTR4CTOR, TO INSURE THE SITE IS AT FlNISH GRADE � � Sea le: N.T.S. Q Q 3 nLCU nWnr r-ROn pL.wte �j�a I q I I�TF� I- MATERIAL GoMeME WItN � T �� P � PRIOR TO INSTALLING PLANTS. � �'� O 4• 6 4 C I ffI L L HI X I U I� j GdGIffILL MIM1IRE 6 V3 BAND, y y �� p�� E f� ID I q 1 L Y R T O N Cl I/3 TOPBOIL. V3 PEdT M!'A18. bK rS� L �' 1 O. W�' r0 T! GROIfm. I1SE A vARIET' PLPM PIT TO BE I TIFE9 TNE pp �/�yQp TqWGy fIE. AREA �"° °'""�'�R""� �`""' °°" � a� � �, Know whaYs below. �� Shrub & Ground Cover Planting Detail N.T.s _Typical Cabbage Palm Layout �TS C 8I1 before you dig ��_� �� 14-0902 / � -` . r, r � � � -� _'�4�. � � '� f �+�s� —� y"�i�lS,�; . k_l�,�.. 1- .� � � . ►.f is ��**~ �,,.- r r• '`: : ia� `w �� '��r!�a5, . ,- _,�� L �ra+�1 .1 d ' �, - �...- , .>�. �,� x'�-��` ° ,� � +�" .; � �'" y �.��4 ,. �is'�e� � �' _ = �� + � . � 1�'`' i ( "` � ► 4 � ��.�s . � ; � � � l � =z, i.- 7' '�.�'� ��`:„ , " .�"'�r: t �• � � � � ,�'"'� �- � � ti �� .`r �� ';" . , ". -lir��,s: ...,,� s:�. t�, � � � , ' 'S'��'l, � � �...� ..!: . -� � �. - _ - . �= . . � � r �., i � r�r, ��. � � '`r .. ' ' - � �. �„r,...�' '• - e � ,�±�', � � � i ` ' �' `r . � o . . � � � , ~ 1 ., i�� \ Y � - �r'� i�i►. ! 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I � f/� ,—� _ e '! , _ -• - - , i � � V� � � z ,� �., u �,� �. o„ cu-wer, W � �� --� -- - . 86` a" •� I 52'O"YOT�iF�F�R � as' n" � � _ � _--,r— - - - - ---�r---- H REAR YARD BUFFER SKETCH � �, I/8'=1'0' rsv.7-14-ZO:� Q � • -. :�a .. _ � � F� � +�� j ' 11 � t _, 1" } �� i��_ .� .� �i ` �' � � ,... i - �.� ' �� .�. I � �-S-L� 1 O ii �>'� - 9 i. ` Y' , .� � i ..i .. t f ai','._ 11�, . F.�VItD 7-fa-?C!b " i � � y <' : ` � 'ry �' F M � a' � !y��'•. r --r�_`_-- � - " 3�e :�� : _ . ��Q �`,� P� _-�_- g-._ . • �` , � ' >. j -_ - - . CONCEPT ��.a" _ _ �, ��:i �` fi "' PERSPECTIVE '" r ' - i �,�, _ i i� i a "� `� ' � � ^ �, , � ��t� -:� " -- - �. <. y. - • . `��R , _ . . ' - ' ,� �.. . - � � *, ti. � � � ` � f • ,,�L_. . : . ti, �. �r _ .� - _ . , _ � �.• - -1E� _ _. • _ � -� . .. : .`. ._ ` ,��. ,. , . y �.., : "` ' �-� 5res: - � . , ,� x i. s ,. a > — _ i „':.. �'�... �-'. ,_ ..- � - .._ — �--m . •' . . _ .., _.,___ S z .. _.., .. , � �-. . . . _ � - . . _._ _ „ - � � ' , . �-__,. • ---- - . I _�_. _ _ _..r- ,> .. . • � l � � _ . . . � . .. � - � . . . ��«� . ._ - - �-- ��; NORTH EAST PERSPECTIVE ��,;� �� : � �; LOOKING SOUTH WEST �� ' ::c ��.. , �; � n i %�'; � �i. n ri . ��1�"� �- �`T��`1� i � Ms. Nilsa Zacarias, Community Development Director Department of Community Development Village of Tequesta 345 Tequesta Drive Tequesta, FL 33469 Tuesday, July 19, 2016 Key Estates Tequesta Senior Housing LP Affidavit State of Florida, Miami Dade County In the interest of time, Key Estates Tequesta Senior Housing LP, is providing this affidavit to the Village of Tequesta agreeing to provide documentation that will assist Village understanding of the historic arsenic and petroleum soil and groundwater assessments and historic soil remedial excavations and historic groundwater treatment activities conducted at the subject property to address these adverse impacts; and, in accordance with a standard level of environmental practice, provide reasonable arsenic and petroleum � confirmatory-cleanup data, and/or implement controls into the approved Site Plan that will minimize or eliminate reasonable exposure risks, if any, to human health and the environment from the arsenic and petroleum. Executed this 19 day of July 2016 by Key Estates US LLC, a Florida LLC, General Partner to Key Estates Tequesta Senior Housing LP, a Florida Limited Partnership 1 ' ��°— Thomas Faure Manager � KEY ESTATES US LLC, 1200 Brickell Avenue, 18t" Floor, Miami FL 33131 www.key-estates.com Tel: +1 786 350 9011 i Commonwealth of Virginia ) ) ss: County of Fauquier � I, the undersigned, a Notary Public, in and for the State and County aforesaid, do hereby certify that Thomas Faure whose name is signed to the foregoing instrument, has acknowledged the same before me in the jurisdiction aforesaid. GivEN under my hand and official seal this �uly 19, 20�6 ��- �-'(�a.,�` �� Virginia Electronic Notary Public �� >>�� r� i � i � i � i� i, i ,,, �� My Commission Expires: 2019-11-30 ��o�'�� ARGFti `��ji � � ��..... � s � � 320748 � o c�,",.•��taR� �. • i i i • Commission Number: _ � �•• - y_ `" a '' a ' ` ay • a . = � co ^ �O ti��' a' v � % �, + . k . 9_ . o � o °� � \ /% � ��s�parvNUMOEa�°' Q \\ �%/ p N NOVEMB �.� \\� C \\ ��////��j � � ��\��\�\ Description of Attached Document Title or Type of Document Key Estates Tequesta Senior Housing LP Affidavit 07/19/2016 2 including acknowlegement Document Date: Number of Pages: Signer(s) Other Than Named Above: N/A � �latarizc� � Verify this document and the notarization at https://verify.notarize.com// with the following information: 07/19/2016 C6FZEH6Q V33JER Faure \\ ��\�1�I I I i I 111/i/ ��'�^.��,�� o ��p�RGE� �� , � v • �'t A R!? ,s ,p � � � � O J �lJ •!� t '•. +s, Z .�i � U �. . � y � � d '•� � Z, : r '_ - V 'N O. - Jacqueline Argelis Phillips � m Q�a a''� � u-� i r �+ • �' .a � � % � �`'o'�ok . �ti�••�a�;� � � j � �Q,,��S � • • . . . . • �z°ti° �' � Virginia Electronic Notary Public �'' FSO�oNN�MeEa3�• Q � � �0 NNOVEMBE `I �\ H Notary ID: #320748 /f/ ��1t/l 1 I I 1�\�� `� � • ,� � Notarize � What is Notarize? Notarize is a remote electronic notary service. Valid in all 50 US states and the District of Columbia, Notarize offers unparalleled convenience for consumers looking to notarize a document online at any time and from any location. The Virginia Notary Act authorizes electronic notarizations via live video call with Electronic Notary Publics. Notarize leverages this and other laws to offer an iPhone application for customers to obtain notarized documents electronically. Electronic notarizations completed by Notarize offer an unprecedented level of verifiability. Notarize documents have a X509 security certificate enabling institutions to confirm the authenticity by opening a digitaf copy of the document in widely available programs like Adobe Acrobat. Institutions may retrieve a digital copy and, if ever a document is disputed, they may also verify the notarization by accessing a video recording of the transaction per the instructions on the preceding page. In accordance with the governing statutes, all Notarize clients' photo IDs are validated, all transactions are recorded and verifiable, and all notarizations are completed by licensed Electronic Notary Public agents via digital video technology, ensuring a safer and more secure � form of notarization. How is Notarize 1n 2011, the Commonwealth of Virginia passed Senate Bill 827 and legal in Florida? House Bill 2318, allowing appropriately certified Virginia notaries to complete remote notarization via live video call. Furthermore, a document remotely notarized in Virginia is valid across state lines due to the Full Faith and Credit Clause of the United States Constitution in addition to a patchwork of state laws that specifically address and accept out of state notarizations. Florida recognizes out of state Notarizations pursuant to Fla. Stat. § 695.03(2) of the which states "An acknowledgement or proof made out of this state but within the United States may be made before a civil- law notary of this state or a commissioner of deeds appointed by the Governor of the state; a judge or clerk of any court of the United States or any state, territory, or district; a United States commissioner or magistrate; or a notary public, justice of the peace, master in chancery, or registrar or recorder of deeds of any state, territory, or district having a seal, and the certificate of acknowledgment or proof must be under the seal of the court or officer, as the case may be." For evidence of validity in any other state, please visit notarize.com/faq. � 4 � Fr� �� ARCADIS 1500 Gateway Blvd/5uite 200 Soynton Beach Flortda 33426 Tel 561.662-8223 Mr. Thomas Faure Romaneili www,arcadisris.cam CEO, Key Estates 1200 Brickeil Avenue Floar 18 Miami, FL 33131 Subject ENVIRONMENTAL �etter of Explana#ion Summarizing Historic Arsenic (Pesticide) in Soil/Groundwater Assessment Results and Historic Remedial Soil Excavation Areas at the Former Raod Landscaping Company (RLC), Key Estates, Property, County Line Road, Tequesta, Palm Beach County, Florida Date: ,�uay � �, 2a� s Dear Mr. R�manelli: Contact. Per the Juty 8, 2416 meet discussions between Village af Tequesta representatives, William D. Vogeisong, Key Estates, 2GH0 & Associates, Inc., and ARCA�IS, enclosed are three drawings P ' G ' Ptqr�: (F1 through F3) that attempt to illustrate and summarize the historical {2002-2005) ��_�g�_g223 arsenic {pesticide) unsatura#ed soil and shallow groundwater assessment {sampling and analyses) laca#ions/results associated with the former Rood Landscape �mg«� � Campany (RLC) aperations, the estimated extent of arsenic concentra#ians �+��»�� r �is- exceeding current Florida arsenic Direct Exposure Soil Cleanup Target �evel (SCTL) us.com of 2.1 mg/kg for Residential Use, as well as summarize the historical {2002-2008) soil remedial excava#ion areas/locations/depths performed at the property as observedJdocumented by ARCADIS in available si#e reports; relative to Key Estates ��ori�� icenae FFumbers Site Conceptual Development PJan (July 2016) provided by 2GH0 & Associates. Inc. Engtneering EB000�7917 An explanation of each af the three figures follows: Geology GB564 • Figure F1: 2013 Aerial Photograph of the RLC Property that includes general layout of the former RLC operatians, locations of historical {2002- sB 62 ng 2008) soil excavations; underlain with Ifey Estates Site Conceptual Development Plan/boundaries. • Figure F2: Historic {2002-2005) Arsenic in Soil (mglkg) and Groundwater tmgl�) Results at former RLG property underlain with Key Estates Conceptual Site PlanBoundary; including arsenic concentrations reported in unsaturated soil samples with depth, those cancentrations {bofd�d) that would exc��d cu�r�nt (201�) �Ic�ricSa arsenic SCTL ofi 2. i mglkg, including the estimated areal extents of soil that wauld have G:IAProj�islENlKey Estates (Rood)1LetterReport 7-2014UCeyEstates Letter M Facplanation7-15-16.docx Page: 1/2 0�Pr,�pn• 1mu au Rign�. ca.o-wa � �� ; ; Martin County � ! Martin County �; ! 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I : , e L: ' �� a ` ' � : � i 'd Drcp Off P'° : ,.. � ; , Pc: -, � � 0 CONFIRMATORY SOIL SAMPLING LOCATION � � � r �_- — — — — — � � , �___�_._� ��--------------� ; - �_: o:� � � a � : � � ---------- ' '� - , " , I , ` �EX'IT r .� � `'�\ ARSENIC B VE RESIDENTIA DNRECT EXPOSURE o.as , .. _. _ __' .... _, . , �y � � � o � `, � : :;t -- ; I SCTL OF 2.1 mg/kg (July 2016) � . . _ '� ! � �,' i .__. _ <053� � �C.53 � �+ --�.��_� s ° FORdiIER � \; �, ' � r �� o.as Q�,, � �______ � ARSENIC-RELATEDEXCAVATEDAREAS a TRAILER � � �� E.�_...__... - - T c- � � EX STAI • . � � (2002, 2003, and 2W5j I � k� � _ �r—I----��; ExiT � .,...�__ } �� %�'U1�[�SE'(� ��. . . 7 �7 �,r '�ciT ,.; `� �. e____ � > , .. tr, \ 5 � , •• , � � EUM-RELATED EXCAVATED AREAS .. � : ` � �•,- �. �° � ',.} _ ..... _. . . 0.�5 � � � _ — , , . �. , �; � � _ � _ � w � 008 ,,t�� oiie� FORMER + � FORMER � ; I : � " ' �EXIT � � PES11CIDE STORAO -.,.,� i ? �. � `_ � � 8� e LOCKER CONC. PAD 'v � --� � � � ` . , EXI� ._-�__..>_.. , tl I � EQUIP.NEH CLE __ � TT s e e t— `�•� ARSENIC CONCENTRATION IN � � � �.� � E "" � }� � � �„ I ; ,, �:,_ EXCAVATION (2005) CONFIRMATORY X �' MAINTENA�7CE�----- � ' EXIT �� r � ' SOIL SAMPLES (mg/kg) � 3 GARAGE � `0 35 a� � t. _ _�._.. _ - - ...� , . . . ,: . . , l � m ' � ,��oti �� ,_ _ � h I 1� :�. � � 006) 0.37 �, `'i � ` � _ ; � , ' , , ,; � of Sc ut curren! [July 20 6] Arseruc in Sal � ' 0.52 � . � �. = -} - Residential Direct Expasure SCTL 2.1 mgAcg. ' indicates � I �X�AVATION �f .. �_�..t 0.35 _ _ _ � E � I � � � �«:' � ' � add�tional sWl sample results from deeper excavaGon) �6 FiT. BG, 1112005 O ° t � r � � � 1.9 � � 0.4a• I M1 ' � I I � '� JE'7'C2'_7t. � t � I EXCAVATION —� " �-- so.as _.�EXI�.� � � � � �-�� ; � `' t? • BG, 10/2005) � ' `�•� � . 6 .� i� Note: MG15 resuft from initial sofl excavation (3.0' BG, 10/2005) of 7.4 � __________ , � - � ; ' ' � mg/kg resulted In additional deeper excavation (5.0' BG, t ti2005) and �� ,� ' e �' � additional confirtnatory soil sample resuRs from MG18 and MG19, � „ � � G ; l " I both less than 2.1 mg/kg. � � i <oa5 �. 8- - � � � . ..... �..' EXFT EX�t = } -, ; ,t� * � CTAI � XIT � ; , µ� � � , t s 1 �STA EXIT , � Y 4° I � S$ � � o.3s � � ' r r ' � F i ` �- y {{�/ < � 1 I � . . . .. . i ' � �t� . ,u.�....'..... ' - _ - � . .. ,.Y'r';• 'i ,� 'µ� � �' � - � � f � �� , .. , � � � � - � . � j � r: I� � , i ��r, � t ,. �. . � ,,�� _ � _i � �------------- a .: � � � �� + : � t � I. _ _. �. , 1 i , �o I i L _ —.-------------------+^----. ----___-- —__. — — ,—,_,_�' �1 � 5 � � L _ _ _ _ _ _ _ _ _ � _ ; ^ i , — � � - Key Estates stte plan from 2GH0 & Assoclates, Incorporated, July 2016. _ _ � — � _ � � ,,�.f .�.�.,�.... __.,....�. — -- — -- — -- ._ � � __ -- -- — �— — - ' F o � - s �r ��.r�_ � ..�_.. T ._ -- - `""'�° �l , , _� I ' -�-�,` � i '�""'�'" �" � , -�'�-.`'�.,— o so� �so� s � I I � � � I ; I I ; ` j I j � ' o s ,�\ � � � � ' � ' ' ' ' GRAPHIC SCALE 9 � �--------------� .�\ ; i � i i ; � i i i 4 � � , � � � � � � Rive��side Oak� � � > � � � ' FORMER ROOD LANDSCAPING � , � `'� � I I I � e `��"�� a I � COUNTY LINE ROAD, TE m� � � � , � � i::,�a i�F: L o+c ilen.�it� I QUESTA, FLOR�DA s I i � ''� � +_, -�' � � � z' min�:P�] i ---- -- KEY ESTATES ' '' ' _�''' ' , ' � � f � z � _ w � ' ' � ' ' � � �-------'-- — ..'� i - � � r` � � , � � m ; I � � ��--� J----r------1-------_- /" ; SUMMARY OF HISTORIC (2002-2008) � ' � ------- ------� ; ' -' f REMEDIAL SOIL EXCAVATIONS • � I � AT FORMER ROOD LANDSCAPING � � � E � ' - �� t i.. � �C �C?ii FaS?SENICiMPAGTS - � � I � � 1 4Np EXCAVATION , ��=-----_ � � FIGURE '--- �� I (JULY2002) I � i �---�----------tj----------�---� � ��DI� I V ; , , ,� , r---------------� �� Lar3dsca}�e Architects Planners E��v'src�nrnc�ntal �nnsultants ��1'�IT[LE GC.A� HOLL+C��VAY O'MAHC�!'�EY�n��A�f�:. �n�. `";�:'�;,�; P,.;��n;;:,; ";;:; �,�,,, ,�. t��,.,��,n.., :,�, , �},,,t, f,u,�,,,..,�, �,�.,, �< t July 13, 2016 Ms. Nilsa Zacarias, Community Development Director Department of Community Development Village of Tequesta 345 Tequesta Drive Tequesta, FL 33469 Re: Pesticide Contamination Remediation Summary - Old Rood Property at 4546 County Line Road - Proposed Key Estates Senior Living Dear Ms. Zacarias: The old Rood Landscape site included the subject property and the adjoining residential community known as Riverside Oaks. The entire Rood site was operated as a landscape nursery, retail sales, installation and wholesale growing. Arsenic was found in an area within the Riverside Oaks development and was mitigated in May and June 2002 by Arcadis and deemed remediated as soil and water analysis did not show further levels of impact above State Contamination Target Levels of the time, nor were they above the levels in � force today. (Please see Arcadis's letter to be sent to you before the end of the week). A small area under an old shed was also contaminated with arsenic in the central part of subject property. All the impacted soil was excavated and removed from site. We have hired Arcadis to produce a full review of the history of the arsenic impact and the following remediation. We expect Arcadis to produce this document and related maps by the end of this week. The report will address the concerns in comment A-1(7.13.16 comment letter) of providing: -background/history of the site environmental issues (forthcoming Arcadis Report) -Current condition/next steps according to Arcadis (forthcoming Arcadis Report) -Site plan drawing with over imposed environmental information for the pesticide contamination (forthcoming) Sincerely, Gentile Glas Holloway O'Mahoney & Associates, Inc. (2GH0) �� ,� � �� , e George G. Gentile, PLA, FASLA, LEED�AP, BD&C Senior Partner Enclosures: � 1. Arcadis Report dated May 24, 1999 — Results of Additional Assessment of Arsenic Impacts (submitted to Village on July 8, 2016): 1<tf1T C�c,m�n��rce �.a��t�,';uite 1i}1 Ju�}itcr, F1{�recla 3:�:3-;!t :;f,t-.;,'., 4 )S�7 5b7-+7.5..;26t) F<�x w��sa.'�Rhi�.c�,m Key Estates Senior Living #14-0902.1 Pesticide Contamination � July 13, 2016 Page 2 2. Arcadis Report dated July 8, 2002 — Assessment/Remedial action of arsenic; 3. Arcadis Report Addendum dated September 5, 2002 - Assessment/Remedial Action (submitted to Village on July 8, 2016); 4. Summary report July 2016, Arcadis (under separate cover to the Village by July 15, 2016); 5. Clean Up of Near Surface Soil, dated August 27, 2003 (submitted to Village on July 8, 2016); 6. Arcadis Report dated September 10, 2003 — Clean-up of Arsenic (submitted to Village on July 8, 2016). s � <�:\l�r� I?srare,'1'cyucsra Sr I I��us�ng 14-0902Wpplications\Special Exception 3-16W,pplication Materials\Environmental Report\7 13 16 Cover Pesticide Contamination v 2.docx � , , -� . <.T• � , ' � �� AD�� GER AGHTY& MI � -__________. . _ __---_ _ _ --- --- Mr. Bert Clattenburg, C. E. O. ��^D� °e"'a�r a�. �. Rood Landscaping Company, Inc. soo sa►,a�►� o�, s� �06 4546 County Line Road r�w" a�n ce`a� Jupiter, Florida 3307� �� Tel �'1 69�10300 Faoc 561 622 83�9 Subje�3: Resuits of Additional Assessmes�t of Arse�ic Impacts in Unsatura#ed Soil at and Surrounding the EquipmenWehicle Maintenance Garage, Main Office, and the Pesticides Storage Lockerr at Rnod Landscaging Company faciliiy in Jupiter, Florida fNVIRONMENTAL Dear Mr. Clattenburg: Enciosed herein ase the resutts of the additional soit assessment eff.orts performed at and around the EquipmeaitlVehicle Maintt�ance Garage, Main Office, and t�e Pesticide Starage Locker Area at fihe �ood Landscaping �ompany facilit� ia J�piter, �lorida. Palm B�ch G�s, Flwida Backgraund Information 24 May 1999 cor�ct: Tbe Phase II Environmental Site Assessment {E�A) completed in December 1998, Bill Vogelsong, P. G. identifiet� the following apparent impacts that, in our opinion, prevents the unrestnicted use or development of the Rood property: � • Arseanic c�ncc�ntratio�s between 2.1 and 19 milli8rams per ldlogram (mg/1� were x�eported in the unsaturated sail to a depth of 1 and 3 feet below grade (b� in the area of Sail Born�gs EVMI and EVM2, respectively, at the EquipmentlVehicle Maintenaace Gaxage. These c�ncentrations are above the State resic�tial (0.80 tt� and/or induslzial (3.7 � soil cleanup goals for arsenic and the apparent baclsground (BGl) arsenic concentrafiion (<0.�0 mg/kg). • Shallow graundv�raber (the waier sarriple collecte� ori Dec�ber 4, 1998 firo�n Mo�itor Well EVM 1) at d�e F.quipmentlVehicie Maintenance Garage �o�ned to�hal (0.080 �5�� P� �[��) and dissolved ax�senic (0.067 mg/L) above the Sfiate groundwa#er standard of 0.05 mg/L. • Arseaic oa�rations between 0.87 and 2.2 mglkg were reported in tl�e unsah�rated soil to a dep� of 2 Seet bg immediately north and east of tl� Pes4aicide Storage Locloer Area. These arsenic c�centzations are abcrve the Staie residentia) soil cleanup goal fnr arsenic and the �t background arsen,ic cnncentration. Tlie arsea�ic conc�entration {0.047 mg/L) in the shallaw groundwater (a water sarr�le was collected � Deoembe,r 4, 1498 fr�t Monitor Well PSI,-1) in the Pesticide Storage I.ocker Area was not above the State groundwater srandard of QOS nng/L. Based ai ti�is Pbase II ESA inforniation, Rood requested that ARCADIS Gecaghty & Miller (ARCADIS) d�mine the full ext�rt �f d�e appandnt arsenic ir�pacts in tt►e unsaturate�i soil at the Equipme�t/Yehicle Maintenance G�arage Area and the Pesfiicide � Storage Locicers Area; and use this data to g�r►erate an estimate of the cost to adequately recz�adiate the apparent arsenic impacts in the unsaturated soil in accordance with Attachment 1 . ARCAD�S GERAGHTY&MIL�ER '� apprc�riate State rem�dial guidelines. A brisf descriptia� of the a�ditir�al soil ass�ssmeat effarts peaforn�l and the resa}ts of these effarts is preseat�ed �n. Ail af the sail samP�B perfomied as part of this asses�ent was in accordanGe with ARCADTS Geraghty & Rriiller's Staterapproved Compret�ensive Quality Assuxar►ce Plau_ Description of Addition�l So�7 Assessment Betwee�n February 9 and May i4, 1999, ARCADIS installed a total of 57 soil barings at ti� R.00d �roperiy usiug stainless steel hand-augers to d�ermine the full e�t of � arsenic impad� in dve unsa#urated soil. Far tue mast part, samples were c�ollected at cme� f�t ��ls fr�n each boring to a depth of 2 to 3 f�et below grade (b�. Twc� {2) a£ the soil borings (BG2 and BG3) vwere installed outside #he Rood properiy a1a�g the north side oi� Cvuat.y Line Road to pravide additio�al data agn b�1d canc�atia�s of ars�ic in so�. Forty nine {49) adciiticn�al soil borings (EVM3 thrwgh EVM51) were installed at anci ar�und the Equip�'ehicle l�sain#enance Ci�arag� A�+ea arYd ?�Iain fJffice Area, and siac (6) additional so� boriags (PSL4 through PSL9) were installed around the Pesticic� Storage Lockers Area. 'The approximate lo�ti+cm of � soil borings installed in the seleded bac;kg�und. areas, at and arcHUxi tt�e Equipm�nWehicle Maiat�ance Gi�ra$e arni Main Uffice, and aroiu�d the Pesticide Storage I,o�ers Area aze shawn ar► F�gures 1 and 2, respectively. All of the saznples w�re placed 'urto pre-labeled containers a�ul delivered to a Stater+cert'�f'ied laboratory (EnvirodYne, Tac.). Tin an effort to nummize analytical +costs, ARCADIS ir�stn�cted the labora�ry to analyz� the soil sarnples fram each baring for � arsenia by EPA Test Method '7060 until the analytical results of the samples firorn each baring �in�iieat�ci that arsenic was beiow the State residential soil cleanup goal for arsenic of U.80 mglkg. Analysis c�f samples was performed uutil the futl e�rtent of #he arsenic impacts was determin,�i; not all samples were analpzed by the Iaboratory. An evaluation of the field and laboratory data generated during this additional soil assessment effort is present�ed below. Assessment Results The field results indic�te that the soil in each of these areas consists of fine w n�ciium gained quartz sand. No discoloration or visual presence of synthetic substances was note� in the soii. The arsenic concentrations reported in the samples collected from t� soil borings installed at tbe background azeas, at and azaund the EquipmenWehicle Maintenance Garage, the Main flffice, and the Pes�cide St�rage I.ackers Area are pres�ted on Figures 1 and 2. Copies of the laboratory aaalytical results of the soil samples collectect during this additional assessment are presented in Appendix A. A discussion of the aualytical re.sults for each area is presented below. Background Areas The anatytical � of the soil sampies voll� f�m the t�u�e soil borings (BGl - BG3) in.�talled 'ur the �t along the north sicle of County Line Road awd outside the Rood �Pe ��'►Y PmP�'Y indicated �at arsenic was below d�►e method �� limit � c�f 0.?0 mgJkg in all samples. Paya: 71S • ARCAQI�S GERAGHTY&MILLER Equipmen#lVehicDe Maintenance Garage /lO�Iain Office Area Tbe analytical results of the soil samples collected froin tl�e 51 saal borings (]�VMI @u�ugh EVMSi) installed at and around 1i� Fquip�nWehicle Maivbenance Garage anci Main Offioe .4ma indicate tl�ax arsenic above the State r�sidential soil cleanup goal of 0.80 rng/kg was reported at 2? of 51 soil baring loca#ions. The arsenic rAncentratians in ti�e samples collecteci from tivese borings rar�ged betvveen 0.97 and 92 mg/icg. Ba�ed o� the resuhs o�f this additicmal soil asse.ssment and die Phase II ESA results, ti�e soil #o depths ranging bdween 1.0 and 3.Q fieet bg in an area approximately 480 fe�t long by 60 fieek wide cartains arsenic above the State reside�rtial soil cleanup goa1. Tbe approxirna#e Iatc,ral e�rtent of � az�ea. whene arsenic c�c�ntratio�s in soil aze above th� State residartial soil cleanup gaal in the EquiprnenWe�icle MaiYrt,enance GaragelMain Office Area is shawn on Figure 1. T�e riesults of this additi�al soil ass�ssment indicate d�at the full exte�st of the soil containing atsenic c�ncentrations above the State residential soil cleanup goal in the EquiPmenWehicle Maintenaiic,e Gara�,e/Main Office Area has been detetmined. It st�ld be nated thai one or more of the samples collectad firnn Soil Borings EVM2, EVM4, EVM6, EVMl2, EVMl4, EVMIS,EVM20, EVM21, and EVM 25 wene above the State �ial saal cleanup goal fnr arsenic of 3.7 mg/kg. The appro�amate lateral e�t uf ti�is . area is also shown oc� Figure 1. Pesticide Storage Lockers Area The analytical resul#s of the soil samples colle�ted from #he 9 soil borings (PSLI through PSL9) placed in and around ttye Pesticide Storage Lockers Area indic�e that arsenic above #t�e State r��idential soil cleanup goal of 0.80 mg/lcg was reporte� in 3 of the 9 soil boring loc�ticws. The arse�ic conceniratians reported in the,se samples ranged betwe� 0.87 a�d 2.8 rng/kg. Based on the results of this additia�al assess�nent and the Phase II ESA results, we estima#e that the soit to depths ianging beh�veen 1-2 feet bg in an area appmarimately 100 feet long by 15 �eet wide in �e Pesfiiade Storage I.ockers Area c�nt�ins arsenic above �e State resid�tial sail cleanup goal. The approximate lateral e�ctent of flais a�a is shawn on Figure 2, The resulLs of �is additic�nal soil assessm�t indicaie that the full extent of the soil containing azsenic concentra#ions above tl� State residerrtial soil cleanup goal of 0.80 mglkg in t� Pesticide Storage L.ockers Area has be� determined. It should be noted that the arseuia concentratio�s in the soil at the Pesticide Storage Lockers .Area do not exceed � Sta#e in�ust�ial soil cleanup goal of 3.? mg/kg. • PY�R: 315 i ARCAQ�S GERAGHTY&MIILER S Remedial Scenarios The arse�ic conc�ntrations in the soii sampled in the Pesticide Stoiage L�ackers Area and mos� a��the soil samriled in the F.quipmentlVehicle lYiainteaance GarageRVlain Office Area are below tl� Stat�e industrial sait cleanup gc�al of 3.7' mglkg. However, a portia� of the soil sarngIed in both � Areas is above � State re,sidential soil cleanup goal. Based on this i�nfnrn�tion, t�e current land use or zoning (agricalU�ej of the Road ProP�Y, State soil �IeanuP 8ui�anc� and our experience, tvvo ranedial scxnarios are possble - re�nediate to the industrial soil cleanup gnal or remediate to tl� resic�enrial soil cleanup goal. It is 1�7ce1y thaa�t the �lorida ]Deparanait a�£Pnvironcn�tat Protectia� (FDEPj would re�uir�, at a�►inimum, re�nediation of the soil t�aining ars�nic above t}re State indust�rial saai cl�nuP g�l of 3.7 ��kg at Soil Boriags E;VM?., EVM4, EV14i6, EVM12, EVM14, EVM15, EViVI20, E�+'M21, EVM25, and EVM42 in the Equipn�t/Ve�iicle l�saiu�ance Garage Area � to tl� elevated ars�ic �ons in � shallow �u� amd 3�: close pr�ximity of tlus area to resid�tial irrigation wells. Ho`�ever, remediatian af anly tbese are�s would limit land use in tl� areas whene arsa�ic remained above tl�e residen�ia.l soil cleattup gaal to cammercial!'u�dustriat Purpose.s onlY• To abtain un� land use or developmeant of the prop�rty, we feel the FDEP would require remediation of the areas where soil is above both the residential and industrial cleanug goa]s, as shown on Figures 1 and 2, at and around the EquipmentlVehicle Maintenance C`rara��lMMain Uffice Area aud the Pesticide Storage Lockers Area. We also feel that r�ediati� of the so�1 abave zesideritial soil cleanuP 8oa�s rnight also benefit (reducc� d�e elevated arsenic • �pai in the ,groundvvater #o belovs+ the St�e groundwater standazri} the shallow gin�wdwater at the F.,quipmenWehicle Maintenance +Garage- Estimattxl R�nedial Costs In aur opiniaq thee svviftest„ most cc�st-effici�t means by which to rem�+diate the arser�ic in tbe soi1, is by �cavation, loading, and trans�ortatir� of the affecbeci soil to a permitted, local, landfiU far ctisposal. Bacicfill and co�npacti� af the e�a.vated areas and aleanup verification samPlin� analysis and re�arting alsa will be n�cessary to s�atisfy the FDEP. Prior to beg�rin$ e�ccavation opetatians, the Equipm�Wducle Maiut�xiance Gardge and a portion a£ the Sencing an the western gerim�r of the Rood prope�rt.y will have to be demr�lish� and r�rwved to obtain access ta the affected soil areas. We e.smnaze ii�at re�nediatiaa of the soil to industrial land uss goals waild require the �ccavatiaa of approximately 625 cubic yards (cy}af soil. Tbis includes an area approximately 140 fe,et x 60 fcet by 2 feet deep in the F.quip�nWehicle Mainteaance Gazage as shown aan Figiue 1. Reanediation of ti�e soil to residential land use goals woutd nequire the exxcaavati�n of approximatety 2800 cy of soil - approximately 270Q cy {480 fe�t x 64 feet x 2.5 feet) finam t�e Equipment/Vehicle Maintenance G�arage and d�e aiffiected soil anau�d the Main Office Area, and appraximately 100 cy {140 fe� x 1S fc�t x 2 feet deep) from the Pesticide Storage i.ockers Ar�a, as shown o� Figures 1 and 2, respectively. After t�se re,ntedial effarts have baen completeci and ARCADIS has performed the r�c�ssary cleanup v�rifi� sampling and analysis of the soil (and groundwater only in the EquiPme�/Vehicle Maintenance G�ar�e Area) in each area, a dra� repart that da�ments the soil remedial efforts and cleanup verification results around the � Pestic�de Storage Lock�s Area and ths PquipmanWehicle Maint�sancx Crarage will be �� 4l5 • ARCAD�S GERAGHTY&MILLER prepared. The draft re�ort will include c�pies of the manifests for the soil disposed at the landfill and laboratory cleanup verification sampling results. Upon review and approva] from Rood, a final report would be prepared and submitted to the FDEF. We expect to obtain written satisfaction from the FI?EP upon completion of these reme�ial soil measures. Estimated Cost and Schedule Based on the estimated soil volurries, price quotes from licensed oantractors/disposal fiCilitites, and our experie,nce, ti�e cost to r��nediate the soil at the Equipme,nt Vel�icle Mainter�ance Cara,ge to �e State industrial soil cleanup goal is �stimated at approximately $82,bUU. The cast to �ecnediate the soil at the Pesticide Storage I..ockers Area and the EquipmeatlVel�icle Maintenance Gara�elMain Office Area to d�e �tate residential soil ��P B� is � at approxumately $ 297,600. A bn�lcdown of the estimatcxl costs . to remedia�te � sail to the industrial and a�esidential s9i1 cleanup g�aL � provic� ia Tables 1 a� 2, respectivdy. ARCADIS estimates that the demalition of the EquipmenWehicle Mainteaance +Garage, soil re�nediatian, cleanup verification, bactcfilUcompaction, and reportirig can be completed within 4 to b weeks of Rood authorization to begin. The proposed field efforts can be accomplished within I-2 weeks tirne. This schedule assumes that Rocxi will arrange for affsite access (to neighbors yards west of the Rood praperty), • underground utility markups, and chaose a cor►venient time that will rnuumize impacts to the propas� e�ccavation operations as well as Rood operations. ARCADIS Geraghty & Millez appmciates the opporiunity to cantinue to assist Rood in the assessment and r�mediation of the Rood Landscaping Company, Inc. site. Please contact us if you have any questions or wish to discuss this report. Sincerely, ARCADIS Geraghty & Milter . � � Williatn D. Vogelsong, P. G. Senior Scientist cc: I�. Hart (GYSV, PA) s�i«x�a�too9is.000s�,��.a� � �e: 5;5 � m � �� ' -_..�-- t, � $ ; - � ��,� � � � ��,---- � � .._ . � � �3 � � � c�uas � rnw m�i � c�wz� � wvc�oc �ncc � I �oaua � °ur�rs �"�9", � ` ruo_ s+auce Ne.. 4 auu `� ,�ss nao� r � n .cccss a'o:n � I � � '�' „� ` � l ( t<�.> �i � � � � � {. wve.VCO ) . , i w 1 "^�. <o.� , � � ' m� '�S n ��•.� Evuw ' $ �__ � vu � g ie —. °�.•`� � wscwLL.) � � aec�s muo � ' - � uwa�vco � W I ..�" � �."�- mm <a.m �......� t� 7 � .._.._.._..._. _. me rnu c;�� rnn , a �� rwsu � _ )��, � - ` �"'earuwrf�rac ,"' ,wco) i � i � � �. �"^"' A`Ci wucc � f � 8 ( ''rw t � rnr � �rn�� z � p,(�1 "' � � < 15=-, - rt'vM � � f � � o � ^�. �cwzi � " _ � cora n� verc � q � m i" -� �-�.'_""'�"'".�.__..�._�.._-._..�...�-.�..�"�' �...�., mea "` �"" "_'" _' "_'_ � � �� .. "_"_"_'_�'__"__'_" wovr,qa'ewriu�.m--�•—'_��.__ �..-_��„�,,, � '� —' �r�'a�aearvoun � '` � rn+s rnu cmn % `� ,�.., ,J, �. �• ��.� C�� nuzy,,.�. cwae9 �-... �� =:a� �� Q� tFeeNO � s {q 50� SAMFLING IDGI%M! � �L/CROUNUWATER SAIIPLNG tOCAT10N • SHLLLaY LLONIfOR WFll IACAtiIX/ fw�s� � o-t rt �lAll WLF -I R �LDW iPME ^ � 3-! R B�IdN WnE MSE!{iC CONC&SSiU7I�N N MM.ICRNAS $ �! rt � ��OE PER M1.06R�N (m9/K9/ 6 ._..I"� MPRO%tVATE E%1Oif 9F Ni+ElMC A�VE SPSGC OF 0.8 ^5IK9 g o r-r��-r-�- Q o --- --- ,�vaowunre ontHr oF ues�c ,�vc zscc ov a.� „g/�y P � �a. w�c AEM9�N �6CNiPM1N cHKO FlGURE pppppXfM1�'fE EX7ENT OF pA IN SOIL ABQVE STA7E fiESYDENML AND INDUS'TFiA� SdL CIEANUP (�JALS AT �$ ARCADIS G�►m�Mitt�t EOUIPMEN7IVEI�CLE MAYJTEkANCE GARAC,�/MAIN OFFICE Af�A 1 � � P�ll��f.V�EMS ROPD�33W3 �1MS�tNE � WF ° S Ttl� 56L�t.OPop Fmc 36f AI.GR9 ��Tti F�� _______�--�� — � e� � --� 1 --- � � � SMADE HOUSE � PSLS �� , PSL-1/iWP-1 � PARKINC � - "-"'--^«--�--+-.i-, � FEI�E 0 .9T P < 1 � � LOCItERS 40CKER5 PS PSl6 r , � 0 CONCREfE � � ~^\ � \� ` e�� PESTICIDE STORAGE LOCKERS 4RFA � ASPNALT PSL9 B �16J ' i... ( I I � � �L I I i ...� � � � -�---� r ' LECENU I ( PSl1 N SOiI 5M1PLiNG LUCnTiON PSI.�JTM'F-� Q 502/CR(UN6WRTER S4MP��NG IOGAT�ON PSl-1 � Sw'�It,OJ� wONIIOk WtLL �OCnt10\ p_� ft BEtDW GR COUi�NiRAi�ON ��' 0.8] )-"L f: BEtOW vRAJC uJGRA45 °Cfl K�LOGNAN (^.yJ�S9) �� aa.� z-s n �low cRnoE # NURSERr Mn�NIENANCE "/`-�'� APVRO%IW.iE !%tENT 0: ARStNt A90V� SaSGC JF �8 my/tg iNtFRi�s ¢ SiAi p�F�C� OFi�CE 0 BI DG. s 40U5� SB�� + SCAE 0 r�� 3J # re � no. w.c acvrsrorv �scarr.o.i c�xo = G_?_ � m APPROXd.7ATE ExIENT OF ARSENIC IN SOI� ABOVE STATE RESIDE11T1�1L SON- CLEANUP GOAL ��, ARCAD�S GERAGHTY&MILLER AT PESi1CIDE STOPAC€ 40CKER AREA � �� u00 SWD1flFL bw2. W:'E �PE �ODJ lNYrS'.>P�G L9.. MC ..0 Bfh'N GPfxNS. si09b.i J}�63 a5a5 �0�ii� U%2 W: $ <�i a i6:69e0J0� (ar5d�67}6l>9 �fWE.'�A, <<Gh11 • . TABLE 1 Estimated Costs to Remediate to Indastriel Soii Cleannp Goat Rood Laadscape Company Inc. � Tequesta, Florida Notes Unit Quantity S/Unit S al E=cavation/OfT Site Disposal b/ Removsl of EVM Garage and Fencing .. �..._ is 1 4,00 $ q,000 Sa�t Excavation cy 625 6 $3 75U L°�rr�Po� cy 625 6 �3 750 SoilI}isposal ton 875 33 528,875 Construction IJebris Disposal load 350 15 55,250 Backf�lUCompaction cy t525 7 S4 375 lacement Fenc Is 1 75p $750 Soil Disposat Profiling ea 3 300 $900 Cleanup Venfication SampImgiAnelysis ea 20 T 5 $300 Rei�� ls 1 5,000 SS,OQO TOTAL $56,950 Contingency at 15% Sg Remediei Ovecsight/Management 30% $17,100 Subtatal �g�60� TOTAL REMEDY CO5T �g��6pp Notrs: s! All dollar anwunts are tounded to the nearest ten. bt Assumes excavation of �ii as illustrated in Figures 1 and 2. • • induscleanupcost.xls TABLE 2 Estimated Costs to Remediate to Residentiat Soil Cleanup Goa! • Rood Landscape Company Inr. Teguesta, Rlorida Notes Unit Quantity S/Unit S e/ Ezcavation/Ot� Site Dispasal b1 Rcmovat of EVM Gazage and Fencing ls 1 4,000 $4,000 Sail Excavation cy 28U0 6 $16,8D0 _ Lc�ad/Transport cy 2$00 6 $1b,800 SoilDisposal ton 3920 33 �129,360 Gonstruction Debris Disposal load 350 15 $5,250 Backfill/Compaction cy Z$00 7 319 500 Replacement Fencing ls 1 1,000 $1,040 Soil Disposal Profiting ea 6 300 51,800 Cleanup Vetification Sampling/Analysis ea 40 15 $600 Reportu►g ]s 1 10,000 $10,0�0 TOTAL � $205,210 Gontingency at 15% $30 800 — , Remediat OveisightlManagement 30% $61,60� Subtotal $297,600 TOTAL REMEDY COST $297,6Q0 Notes: a! Ait dollar amounts are ronnded to the nearest ten. � W Assumes excavation extent as illustra#ed in Figures 1 and Z. � residcteanupcost.xls • AP�.''ENDI� A S4IL ANALYTICAL RESULTS � . E 1l �,�� ln ,�i. 48D5N.W. 2ndAvenue Boca Rston, FL 33431 • 567-989-5225 Arcadis Geraghty & Miller, Inc. December 28, 1998 600 Sandtree Drive Suite #106 Regort: 9812378 Palm Beach Gazdens, FL 33403 Sample No: 9812378- 1 Attention: William Vogelsong Project PF000913.0002 Rood Lanse Tequesta, FI. Collected by: L,ec Kwaginski Received on: 12/18/98 REPORT OF ANALYSIS FOR: 70b0 ARSENIC DATE DATE SAMPLE TD R�SULT DL UNITS SAMPLFsD ANALYZSD AN3�ILYST EVM1/0-1 2.2 0.7fl mg/kg 12/18/98 JAK EVM111-2 BDL 0.7Q mg/kg 12/18/98 JAK EVM1/2-3 BDL 0.70 mg/kg 12/18/9$ JAK • EVM210-1 2.1 0.70 mg/kg 12/18/98 JAK EVM2/1-2 93 0.70 mg/kg 12/18/98 JAK EVM2/2-3 19 0.70 mg/kg 12I18/98 JAK • Analysis Performed in Accordance wiih E.P.A. Methods QA/QC Review ��. Laborawty Certification No. E86188 BDL=Below Deuc o��t Labozatory Certification No. 864Q5 DL=Detection L�it � �� Inc 4805 N. W, 2nd Avenue Y Bocs Raton, FL 33431 561-989-5� Arcadis Geraghty & Miller, Inc, December 28, 1998 600 Sandtree Drive Suite �tl�b Report: 9812378 Patm Beach Gazdens, FL 33403 Sample No: 9812378- 1 Attention: William Vagelsang Project: PFi�00913.0002 Rood Lanse Collected by: Lec Kwapinska Tequesta, FL Received on: 12/18/98 REPORT OF ANALYSIS FOR: D221 b°/o SOLIQS DATE DATE �AMPLE ID RESULT DL IINITS SAMPLEI) ANALYZED ANALYST EVM1/0-1 97 °l0 12/18I98 MLD EYM1/1-2 9$ % 12/18/98 MLD EVM1 J2-3 97 % 12/18/98 ML� EVM210-1 $5 % 12/1 S/98 MLD � EVM2/7-2 93 % 12/18/98 MLD EVM2/2-3 95 °!0 12/18/98 MLD Anafysis cantained herein confarm to EPA and DEP approved methods per Envirodyne Comprehensive Cluality Assurance Plan No. 890041. Additional Laboratory Certification numbers: E86006, 84269, E83079, E86240, South Carolina 96022. All relevant quality assurance samples were within specifie control limits unf otherwi stated. ,� EiG`tiC ` ,, d Project Manager Quality Assur nce Director Analysis Performed in Accordance with E.P.A. Methads QA/QC Review Laboratory Certification No. E86188 BDL=Below Debec n Labontory Certification No, 86405 DL=Detection Litnit � • �� "` Laboratory Task Order No.lP.O. No._��i�- CHAIN-O�-CUST4DY RECORD Page—L- of—L �I�CADIS GERAGHTY&MILIER �� Projed Number/Name �4o-oaY I �1C�.c� I <s.q� ,r,.y�. ANA�YSIS / METHOD / SiZE Project Location �L�,y��A , ,u... � Laboratory LCl�*tl�! ;'9�iYlE °v Project Manager v�- fR�.c,.,_FGf�c �,..., � Sampler{s)/Affiliation .Z..��S19�2Ni�Gt ,$f��'•G+Fa{ � 0 Dat�me Sample IDILocation Matrix Sam led I.ab ID Remerks Total V / - � lc3: �cy d - l v - � /o; ,� � � ,�'var �- tt : ap ► 1 ►q'� S c� -Y�S � ( z S fo=�i 1 �v ,2 �- 5 t��!o 1 � Sample Matrix: L= Liquid; 5- Solid; A= Air Total No. of „�' on ai Relinquished by: Organization: Date �� // t i�r`i Time � f'�� Seal Intact? Received by: Organization: �� Date �'L ��d l�� Time �� °O Yes No Relinquished by: car. Organization: Date /'L Il9 / qY Time t'?�'�s" Seal Intact? Received by: Or anization: Date � 1 Time Yes No N!A Speti a l Instruc[ions/Rema rks: Delivery Methad: Oln Person ❑Common Carrier �Lab Courier ❑Other SPEtIFY SPEdFY AG OS-059T . 15619895?2� ENU I RODYt� I MC. 03� P01 DEC 11 ' 98 12 : 44 �� Y�� l��r' 48Q5 N.W. 2nd Avenue Boroa Raton, FL 33 58T 989-5� �►rcadis Geraghry & Miller, Inc. De��mber �,Z, �,998 +600 Sandtrtc Drive Suicc �t10b R+apait: 981?A84 Pa3m Beach Garde�ns, FL 33�403 Sampla No: 98�2084- 1 At�tioa: William Vogelsong P�o�ect: pF00o913.tb01 Collected by: L�ec Kwapinski Coltected tm: 12/44/9B SAMFL� ID: g'SLX11.-2 Received on: 12/04148 PARI�ETER RESULT METHO� DL UNITS DATE ANALYST Arsenic 0. 8? 7Q6C1 0.7t� mg/kg 12/08/98 JAK 96 �olids 78 D2216 °l0 121�7/98 MLF3 . Amalysis Pez�orm,ed !n Accordayue with P.P.A. Methods QAfQG Review I,aborutory Cercfica�a No. E86188 BD�=Betow x3e on Laboramty Cc.tu�ca6oa Na. 8G405 pL=Deteoaon Y.imit z � 156198'95225 ENUIRODYNE IhIC. 032 P� DEC 11 '98 1�;44 �S ,� �� y� �ir `�Ei 48'05 N. W. 2�td Avanue • Bacs Reton, FL 33431 56»8'9-S2Z5 ,Ascadi�s Gera tx & Mi13er, 1uc. Dccember 11, 1998 600 Sandtree�nve Suite #106 Rtport: 9812084 Palm Beach Gardens, FL 33403 Sample No: 98I2084- 2 A�tte�zt�on: 'VYiiliam Vo�elson� Pro�ect: PFO40913.00t11 ' Coll+ectod by: Lec Kwapiasxi Calfer�ed on: 12/Q4/98 ,�l1��QpI,E �b; �r�1��-3 Re+�eived on: 12/04/98 pAR�MET�SR RESDLT METH�?D DL UNITS DATE ANALYST Arsenic eDL 7080 0.70 mglkg 12/t}8/98 JAK % Solids 93 Q2216 96 '12/071�8 MLD � �, �# �� '� '� ; � Analysia Pe�'ozm�ed iu, Accordance with E.P.A. Me[hods Q A! Q C Review �� i.ab+otawry Certificacion No- H81i1$8 8DL=8elow Deome�i " Laboraooiy Cartifkxcion No. Sb4p5 DL�Dececuoa Lami� 2 15619895225 Eh�1 I ROI3YNE I MC. t�32 P03 I�C 11 ' 98 12 : 44 ie �� 1��Y 4$�J� Ji. �r z!/L� I'� M�il'?N9 Bace Rataq, FL 33� 56�-989-5 Arcadis Geraghry & Miller� Inc, December 1 i, 1948 404 Sandtree Drivc Suite #105 R�ozt: 98124$4 Palm Bea�ch Garde��s, FL 33403 Sat�le l+tu: 9812084- 3 Attent�an: Wiliiam Yage�song Praj�cc: PF000913.00+Di Colle�aed by: Lec Kwa�rinald Collectecl on: 12J04l98 sa�r.E �n. Ps�.2�a�. R�� on: ��,o�ls$ PA�tA�d�TER $B�ULT �THOD DL UNZTS DATR ANALY9T Arsenic 2.2 ?060 0.70 mg/kg 12/08/98 JAK °fa Saiids 92 D22�fi °!0 12Jf37/9$ MLQ . Ana�ysis Performed in Accordsnce with B.P.A. l��b,xb,ods q Review Laboratory Ccrtifm�tion No. E8618$ B L� elow De on i.a,boratory C�srtifir.�tian No. 8fi40S DL=Deroctton L�aie � � 15619895225 Eh�IU I RODYh� I h�. 032 PO4 3�EC 11 '� 12: 44 �� f ��i, 4805 N. W. 2nd Avenrur Boaa Ratan, iL 3343f � 667-983-5225 Arcadia t3�ragbty & Miller, Ync. D�cember 11, 1998 600 Sandtrce Drivc Suite �110b Report: 9812084 Palm Beach Gardens, FL �3403 5ample No: 98I2084- 4 Att�ntion: Wittiam vogelsong Pro,�eect; PF�o0913,0001 Coltected by: Lec Kwa�pinaki Coll�ctted on: 12/0�4I4� 5A1VI�"LE ➢l�: �'SY.3141-1 Roccived om: �.2/0��9$ PARAId�TBR RLSULT DtdETIiflD DL UNITS �ATL ANALYST Arsenic BDL 7060 C}.70 mg/kg 12/08/98 JAK °� Salids 94 D2216 °r6 12/07/98 MLD � . Anatysis Perfarmed itt 1�ccardznce with E.P.A. M�thods QAJ{�C Review Laboratory Cc�aE'�catioa No. �861$8 BDLeHclaw D Laboratory Certif'icsrion No. ltbd03 DLlDattctian Limit 4 15629895225 ENU3ROBYNE INC. 032 P05 DEC 11 '� 12:45 En�rero�lyr�e ��. �a��.w ��a��e 8oca Ratctn, FL 3 661-989- Arcadis Gcraghty & Mixler, Tnc. De�cetnbex 1 l, �99$ 6Q0 Sandtrce Drive Suite,�lOb Report: 9S.t2084 k?a1m Beach Gardens, FL 33403 Sample No: 9812484- 5 �ttention: Wiliiam Yoge�son� rco�+eet: p�r0009�.000i Cvltected by: Lec Kwapinski Collect�d an; 12/04/98 SAMPLE ID: IEtBC/4-�. Received on: 12�04l98 FARi�LM�TER &E$ULT �THOD i3L �J�TS DAT� ArTA,LYST A�-senic BDL 70�Q 0.70 mg/kg 12108/88 JAK 96 Solids ?4 �2216 % 12/07l9$ M�D � A.na,tyais Perfot'ss�etl it� Accozda�►ce with B.P.A. Methods OAlQC Ztev�iew Laborewry Csctificatic+� No. E86188 B�bL=Befow Detecuon I.�lwruory Cerslficaaan Mo, 86d05 DL=Detecdon Limtt � � 15619895225 ENUIRQDYNE It�. 247 P05 h1AY @3 °99 15:49 � �/'� �,/�/"Q �/,/'�� J/�C. a8as w. w, zncr A��„�� 800a Raton, Fl 33�.?� � ss�-se9-ss�5 Arcadis Geiagh#� Bc A+Iiller, Iac. February 23. 1999 60U Sanctaec Dnve Suice #I06 Reporc; 99Q2158 P�lm Bea�h Gacdeais, FL 334U3 Sample No; 990215$- 1 Att�ntion: Willia�t Vogdbsosag Proj�rts �F�U09Y3,Oo02 Rood I�a�►d�caping Tequesta, FL Gallected by: Loc Kwapinaki Re�ceived on; 02/�0199 R�PORT 4� ANALY�tS FOR: 7060 ARSENIC DATS AATE SA�f[PL� TD RSBULT DL �NIT9 SA1�,PL�D ANALXZSD ANALY3T PSL4/4-1 BDL 0.70 mg/kg 02f09/99 fl2/22/99 MHA PSL�.11-2 BDl. 0.70 mg/kg b2/09/99 02/22/99 MHA PSL5/0-1 BDL 0,7Q rnglkg 02/09/99 02I22J99 MHA � PS4617-2 8DL 0.70 mg/kg 02/09/99 02/22/99 MHA PSC6J0-1 BDl. 0.7Q mglkg 02109l99 02/22i9$ MHA PSL6/1 �2 BDL 0.?0 mgJkg 021Q9199 02122/99 IVIHA PSt�7/a-1 . 1.p 0.74 mg/kg t?Z/09199 02/22/98 MHA PSL719-2 Bp4 4,70 mglkg 021�9199 42/i 9/99 MHA PSL8/0-1 BDI. 0,70 mg/kg 02/09/99 02/19l99 MHA PSL8/1-� BDI. 0,70 mg/kg 02109/99 02/19199 MHA PS1.910-1 BDL 0.70 mglkg 02/09/99 02/19/99 MHA PSL9/1-Z BDL 0.70 mg/kg 02/09/99 02l19/99 MHA � ,Analysis Performed in Accorclance with E.P.A. Methods �AlQC_Review Laborawey Cectlticadon Na, E8G188 a�,_�� Laboramry Cerdficadon No. 84445 DLsi?e�tloa Lfailt 1 _— — _ __— 1561989522 F�W I RDDYidE I NC. 2�17 P06 MA`r 03 ' 99 15 � 49 �l7Vl�'�C��/'11l° Inc. ��5,��, �n�A Boca RaMn, Fl .3.3� 567-889-�22. Arcadis C,�seght� & Mi11ce, Znc. Fcbn�ary z3, 199' 6�0 Sandtsee Dnve Suite �+106 Rep4rt: 990215� Pa�m Beaeh Gardcns, PL 33403 Sampie No: 9902158-1, �lttentia#1: W�lli�►tn VA�;�1SOn� �roj+ect; T�13.� 2 Rood Landscaping Coll� by: Lec Rwapinald Receivexl on: OZ11Q199 �QRT o� a�vA�.�rsts �oR: �o� �xs��c DATS DATS SA�LB YD RBSOL� DL VNtTB I�A�PLBD ANALYZBD ANALY9'� EVW141t�•9 22 0.7Q mglkg ��l09199 �2/� �199 MHA EVM4M-2 BDI. 0.70 rnglkg 42/09l99 t?2119199 MHA EVM4l2-3 0,$� 0.70 mg/kg 42l�9i99 Q�19 9/99 MHA 1VAA2/3-4 BDL 0,'70 mgtkg 02/09159 02t19199 MHA � EVM214-5 BDl. C?.70 mg/kg 02109/99 02/19199 MN,4 EVM2/5-8 BDL 0.?0 mg/kg 02l�9I89 �2/19189 MHA EVM310-9 t1.77 0.70 mg/kg 0�/09f99 02/19J99 M�1A EYM3/1-2 � BpL 0,?0 mg!!c9 02/09/99 02119/89 MHA �VM312-3 BDL 0,�0 mg/kg 02/t�8I99 02/19t9� MHA �vn�sro Z.2 0.70 mg/kg t?2lCf8/99 02l19t99 MHA EVM5l1-2 BDI. 0.70 mg/kg 02It79199 t}2119l99 MHA EYMS/2-3 BDL 0.70 rr�gJkg {12f09i99 02/9 9f99 MNA �VM6/U-1 5.1 0.7Q mg/kg 02ln9t99 42f?2/99 MHA , Ataalysis Petfornacd ia At�rdance with E.P.A. Methods t�A/t?�C Rev�� Laboratory Ger6ticadon No. P.8b18B H L� ln.r on ..uiu Laborstory Certi�aoboa Na 8S4Q5 DL=ae�cdon L'uatit � 15619895225 ENVIRODI'NE INC. 247 P67 MAY �3 '99 15:49 ir� �� n�r. 4805 N.W Znd Avenue • Ba�e Rston, FL 33431 SF6�-989-5225 A.rcadis Geragbry & Miller, Inc. February �3, 1999 6Q0 Sandtree Drive Suice #106 Repont; 9902158 Palm Beacb Gardens, FL 33403 Sat��pk 1�ta: 99U2158- 3Z �t#eDt.�OII: �W'�11A�n �Ogelsong Y�irojeet: PF0009ll�.0002 �od Y.andscaptng Tequcsta, FL Coil� by:l�ec Kwapinski Re�cxiv� o�: 02J10/99 REPORI4F ANALY515 �OR: 70b0 ARSEN[C DA'T� I3]►T� 9AE�]?L3� ID R1�SUL�' DL IIN�T6 ,�A�4FLSD ANALYZ�D ANALYST EYMB/'1-2 2.3 O.7Q mglkg 02/09/99 OZ/22/98 MHA EVM6l2-3 1,2 Q,74 mg/kg �2/09/99 02/22l99 MHA EVM6/3-+4 Z,7 0.70 mg/kg 02/09/99 43/�3199 MHA � EVM6/4-5 BDL Q,70 mg/kg 02/09/99 03/03/99 MHA EYM7/0-9 7.8 C?.70 mg/kg 02/09l99 02/22i99 MHA �M�/'�-� BDL 0.70 mg/kg 02/08/99 02/22/9S MMA EVM810-1 BDL 0.7iJ mg/kg 42/09/99 02/22199 MHA EVM8/1-2 BDL 0.70 mg/kg OZ/09/89 02/22/99 MHA EVM9/0-1 BDL Q.7fl mg/kg p2/09/99 02/22J89 MHA EVM911-2 BDf. 0.70 mg/kg 02/48199 02/22/99 MHA kVM1C1/a-1 2.8 0.�0 mg/kg C?2109/99 Q2/22199 MHA EVM't0/7-2 SDL p.70 mg/kg 02/09/98 02l22199 MHA • EVM11/0-1 2.9 0.70 mg/kg 02l09/99 021Z2/99 MHA Anaiysia Performed in Accordance with E.P.A. Metbods �Al(�C Review�� I�� L�aborawry Cert3ticstion No. �86188 A L= low Da Laboraoocy CertitfcatiaA No. 86105 DL�D�eecdoo Limit � 15619895225 ENUfRODYNE IMC. 247 P08 h�Y 03 '99 15:50 �� ,�� ,�� J��irr 4$051U.W. 2pd�/1 Boca Raton, FL 3�� SSt�989-52�26 Ae+cadis G�t�+ & Mi11er, Inc. Pebruary 23, 1999 600 Sandtrx nve S�titc #lOb Report: 9902158 PaU� peach Gatdens, �L 33403 Sait�ple No: 990215& 49 E�ttel�tiOYi: �Yi�lalri VagP.ISUttg Pro,iect: P�'000913.4002 Itood LeaderapLtg Tcqrreata, FI. Colt�cted by: Lsc KaapiASki Received on: 02J10i99 REPORT O� ANALYS�S FOR 7060 ARSENIC DATE DATS SAa4pL� ID RSSt7LT DL IIN2TS SAt�PL�D ANALYZ$D ANALYST �VM'1 i11-2 BOL �?,7Q rrig,/k�, a210�198 6�/�2/39 MHA EVM 12/0-1 6.3 0.74 mg/kg . 02/49/99 02/22i99 MNA EVM1217-2 9.1 0.70 rr�glkg Q2109/99 02/22/99 MHA EVM12t2-3 BDL Q.70 mg1k� U21C�9199 03/03/99 MHA • �VM1310-1 BD! 0.70 mg/kg 02/69/99 02122199 MtiA EV�l19317-2 1.8 0,7Ci rng/kg 02/C�9/99 02/22199 MHA EVM14t0-1 3.1 0.70 mglk� 02/09/89 02/22t99 MHA EVM14/1-2 4.3 0,70 mglkg 02l09l99 02122i89 MHA EVM14/�2-3 BDL 0.7Q mg/kg 02109/99 03lq3/99 MHA EVM15/0-1 6.9 4,74 mg/kg 42/t�8/99 02/22199 MHA EVM'15J1-2 BDt, 0.70 mg/kg 02/09/99 02/22199 MHA � Anslysis Perfomued 'su Aconxdance with E.P.A, Methods t�A,IQC [tevi ��,��,� Laboraoory Cerdflcstioa No. HSbi88 H l��ae6c� � Ga'boratory Certificatioe Na. 86405 i>L=Dee�ion I.Qnit 4 � 15619B95225 ENUIRODYNE INC. 247 P09 MAY 03 '99 15:50 ,�� v�rQ� �'E ��rr', 48Q6 N. W. Znd Avenu � Bc,ca R�ton, ft 3343 � 561-989-5Z2: Arcedis Gera�t� 8c Miil�� Inc. February 23, i99� 6ti0 Sanduee Dr=ve 5uitc #iQ6 Rcport: 9902�5: Pstm 8�ch Gardena, FI, 33403 Sample Na: 9902158- Attent�ont ifiii�liam Yage�ng Pro�ect� �.��02 Rood ifand�capin,g Collect�i by: Le� Kwapinski Reccyved on: 02/10/99 R£P4RT OF ANALYSIS FpR; p221 b 90 SC�LIpS DATB DATE SAMPLE ID REStTLT DL+ UNITS SAMpLBD ANALYZED ANALYST PSL4�/0-'i 87 9b 02/09/99 C12/11 /99 MLD PSL4/1-2 95 °� Q2l09/99 U2/11 l�19 MLD PSL5lt1-1 9$ 96 ' Q2l09I99 42/11/98 MI.D + ps�sJ�-z ss � o2�vs�� ozrl ��ss M�o PSl.6/Q�1 94 96 02/09/99 02/11 /99 ML� f�SL6/1-2 87 % 0�/09/99 02/11/99 ME.D PS1,710-1 94 °� 02/49I99 02/11199 MLD PSl7f'!-2 95 9b 02/09/99 02l11/99 MLD RSL8/0-1 $8 96 42lQ9lS9 02/17 /98 MLD P51�8/1-2 87 % 02/09/99 Q2/11J99 MLD PSL91�-1 98 % 02/09/99 02l11/99 MLD PS1.917-2 99 % 4�/49199 0�111t99 MLD � �� An�tysis .�Cer�ormed izi Accordat►c:e wit2t B. P.A. Methods QAlQC Review� R�C� 1 Lsbon+Wry C�FINcadon No. $$6188 $T.2L—Eclow D� � IalboraWry Cert�t"�ation No. $b{�S DL�D�teotlon i.imlc J`� 15619895225 ENUIRODYNE IhIC. �4? P10 MAY 03 '99 15:50 �� n� �/�C. aao� rv.w. �,�a,a��. � e� Rea�,�. Fc � �er-aa�3� Aresdis Geraghty & Mi1�er, Iuc• February 23, 199� b00 Sandtrce Drive Suite �106 Report: 9902i5; palm Beach Gardens, PL 334U3 Sau�ple No: 990215$- i: Attant�oD: 'VVill�m Vo��ong �ect: �'F'64499.�.0� l�ood Zand�caP� Teqttesta, FL Collecked by: T.rec Kwapinski lteceived on: 02110199 REPORT OF ANALYSIS'FOR: D2216 °�o SOLIDS DA�� DATB SAMPLI� ID R88VLT D7� VNTTS SAI�dPLBD ANALYZ�D ANALYBT EYM410-1 94 % 02/Q9/99 42191 /99 MLD EVM�tl9 $8 °�6 OZIfl9/99 02/'11 J99 MLD EVM4lZ-3 97 % 02/09J99 02/11/99 MLD EVMZl3-4 97 96 , 1�2149i99 02/11199 Ml.D � EVM214-6 95 96 t?2/08/88 02/11l99 MLD EVMZlS•6 84 96 42I09199 Q2f11 /99 MLD EVM310-1 7� 96 02/08199 02J9 2/99 MLD EYM3/9 -2 98 96 t72109/98 02/12/99 MLD �V�y312-3 88 % 02/09/99 02/12199 M4D EVMS/0•1 97' °,6 02/09/98 02l12199 MLD EVM5J1-2 99 % 02/09/99 (?2112l99 MLD �VM5/2-3 98 96 02/09J99 02l12l99 MLD EVM6/0-1 91 9b 02/09/99 02/12/99 MLD � Analysis Perform�ed in Accdctilance with E.P,A. MettROds Q�AlQ�C Revie�+ LaDoramry Ccttification IVo. BBI�188 H L.� aw D�c [.abocsouq CertiEicetiw� kA• �d95 TSi.�DeGectbn Luntt � ' 15619895225 ENVIRODYNE INC. 24? P11 MAY 03 '99 15:51 �t1 vII'�D�yl�� ln� Y��N W �I�(�AY811//E . Bot�s Reton, fL 33431 561-989-5225 Arcadi.s GeraSht,� � Mill�r, tac. Febtuuy 23. 1999 600 Saudhee Dr�ve Suite �106 Report: 9902158 palm Beach Gazdens, FL 334(}3 Sampie No. 9902156- 32 !!t@en$iotit �i1T►�ri Voge�9oIIg I'ro,ject: PFUQ0913.� Rotid La�udscaprqg Tequesta, FL Collecced by: Lec Kwapinskf Received oYt: �211Ui99 ----�_ z � REl'ORT QF ANAI.X51S F4R; �?21l� °�6 SC7LlDS a�,s� Aass 819�IGE ID R�SIILT DL IINITS SA�'L�D Ai�LYZBD ANALYST EVM8/1-2 95 �6 f3�/0�{99 OZ/12/99 MLD EVM812-3 97 Rb 02l09199 02l12/99 MGD EVM7/0-1 68 9b 02109/99 02/12/99 MLD � EVM7/1-2 8� °�0 42/09/99 02(12/99 Ml.D fYMB/o-9 72 °�b o2/09/99 0�/t2189 MLD EVM8!'! -2 73 % 02f49/99 02J12199 MLD EYM9/�-t 97 % 031�9199 OZi15199 MLD �YM9/1-2 98 96 Q2/09l99 02/1S/99 MLD �VM10/0-1 96 96 02/09l99 02/15/99 MLD EVM1fll9-2 83 % 02lU9199 Q2l76l99 MLD EVM11/0-1 88 96 Cf2/09/99 02/15199 MLD EVM 1111-2 97 °r6 02l09/99 Q2/15199 MLD � EVM1210-1 97 °� 02I09/99 02/16/99 MLD Analysis Petforrne� in Accordauce with E.P,A. Methods QAtQC Review i.aborawry Cetcfficatiaa No. E8d188 8DL Labozatory Ccrdficadon No. �5 Dt,iDececa�r, Liuoiic � 15619895225 ENUIRODYNE INC. 24? P12 t*�Y 03 '99 15:51 E'nvi�odyne ��. �Nw 2�d eo�► R�ron, rz� 66T-9&�522� Arcadis Gesag��ty & Miller, in�c. Februaiy 23, 19�� 600 Sandu'et Drive Swite �+106 Re�port: 990215� PaLm Beach Gerdens, FL 334U3 Sa�nple No: 990Z1S$- 5^ AtteutiOn: vY3��i8]m Vbg+elsong Prn,�ect. P�O(�913.0002 Rood Zandsc�ping Coll� by: L�cc Kwa,pins�ii T�►�� FL Ra�eived on: a2110l99 ttEPiDRT QF ANAt�YSiS �OR: �221 b'9�0 $OLi�S I'�ATS D�lTB 3AadPL$ ID RESULT DL VLQITS SA'ldPLBD ANALY7ED ANALYS'1,' EVM1217-2 9� R�O �i210J/99 Q2/1 Sl98 M4D �VM13/t�-1 8fi 4b 02/�?8/99 02/16/99 MLD EVM13/1-2 96 96 02/Q9f99 {32/15/99 MLp �vn��o-rt go � aa�os�s9 oziz 6�ss M�.o � EVM14i1-2 59 9b c�2�o�t9s 02l16199 Mi.D EVIIA'I 6l0-1 79 96 Q2109199 02l't 6l99 MLD EVM16/1-2 9� qA� 021t?9/99 02(16/99 MLD � nnalysis Performei! in Accordance with E.P.A. Methoae QA! Review l�q Y ILabastory Cerqfiatmn Tio. 886188 BDS.��eiow n�ea�on'Citq�f" Iabo�toty Cottifkadpo Na. $b40S DL�Aetecliod Llmh 8 15619S9S225 ENVIRODYIVE INC. 247 P13 . MAY 03 '99 15:51 �E't�t vit'od yr�►� �nc asoga w Zncravanu. • Ba�ca R+�ton, Fl 33431 �1-989-5225 Accadis G�craght� & Miller, I.ac. February 23, 1999 b00 Sanduee Drsve Suite �106 Report: 990�158 Palm Beach Gaidens. �1, 33403 Saonple No: 9902A58- 16 Atkention: William Vogeisang Pro,�ecc. �k'o �3�oUO'z Rood t�aaascaping Cull� by: L�c Kw�Inski R exeived on: 0211 R�Pt.�RT QF ANAI.'YSIS FOR: SAMPLE ON H41,DJP'ER CUSTOMER REQ�EST aAx� DAT� SA�PLE ID RBSIILT DL �T$ 81�dPLSD AIIALYZSD ANALY�3T �1lM4/3-4 HCILD 02((39/�9 02/15/98 TAM EVM4/4-5 HCID 02I09199 02/15/89 TAM �VM3/3-4 HOLD t?2t09/99 02/15/99 TAM EVM3/4-b HOLD 02/09l99 02/15/99 TAM • EVM6/3-� HOLD 02/09/99 02J9 5/99 TAM EVM514-5 HOLD 02/09/99 02/15199 TAM EVM7/23 HflLCI 02/09/99 Ci2/15/99 TAM EVM8f2-3 HOLD 02/09/99 42/15/99 TAM EVM9/2-3 HOLD t}2/09/99 02/15/99 TAM EVM10/2-3 HO�.D OZ/49199 02/15/99 TAM EVM91/2-3 HOLD 0210�/99 02/15(99 TAM EVM'E3/2-3 HOL� 02/�9199 02/9 5/99 TAM EVM15/2-3 NOLD OZl09/99 02/15/98 TAM � ��L Aaalysis Perfortn�! i.a Accordance with E.P.A. Methods QA/�C Review�� laboraoory Ca�dficadon Aio, 896188 BpL— ow Detcc nw Y.�boratary Ceruficadoa No. 666ti3 DL�DcDOCn4q L(roit 9 15619895225 �NUIRODYNE INC. 247 P14 h�Y 03 '99 15:52 w �'r� v�rv yr� � �n� 4�05 N W. 2�Jd A . l�Ce Hata�, FL 3 561•98�52 5 An�lysis contained here�n conform tv EPA �n� ��P approv�d metMods per Envirodyn� C�mpreh�nsive Dual"rty Assursnce Plan Na 890041. Addi#ionaf L.�bQratory Certif3cat(on nvmpers: E$$�06, 84269 E83fl79, E86240, Bouth Carotina 96U22. Ail refevant qUality assurance samples were within apec+fied control limits unless otherwise steted, Projsct Manag�r Qu�li#y As�au ce Directol' � � Analysis Perfotmed in Accordaace with E.p.A. Meth� Q A/ Q C Re^view J � Laboraary CerdBcedon No. E86188 BDi.=�polow Deoac� Leboratory Cett�ftc�tGon No_ 86G�)g DI.rD��CpOA Lltfflt i� � � Laboratory Task Order NoJP.O t�o.__� CliAIN-UF-CUSTQDY RECORD Page � of.�--- ARCAD�S GERAGHTY&MILtEit Project NumberlName?,�°on 9t}. onoLr o�. IAN�,L. ANALYSIS / ETHOU /5QE Praject Location 7�ddL��iG,�, t� . i laboratory �c�r , �W�- +� . Project Adanager �_ jfe_.� r.+��) �� `� �' Sampler(s)fAffiliatian l.. �d4nl�iu.,� C�� S) �N �i O N DateJT'une ' � Sam le iDlLocatian MaUix Sam fed Lab !D Remarks Tota! sL o-1 t�s ! 1 � - s s: 1 � sc �"o � S : r � t � 5 i— :ra 1 � � PS 6 0— S — I �c. r- s � •_ rs � s o _ s i S �-2 s • .� ! { o -� s :,r � ! i- 5 8�. s ' � I �C. o-a S : 3 , . t t-2 S 4. 3,f ' � . � sv � -� � . � a v 4 t-2 S ; 0 1 � c��n E 1- 5 J: �r' � 1 Sample Mairix� L= Liqutd; i= So6d; A= Air 70 �' onca�n � � � Relinquished b: Qrganization: Date �.��? �� 9 � �me d�' 3 Q Seal Intaci? � Rece+ved by: Organization: ��*+�'.•��ov Date!� i �Qa Time �: � Yes No � � Retinquished hy: Organization: ,�rst�x.s�lj�,�..s� Date �� 1� �'i'4 Tme t� � Seal Intact? t0 iiece'rved by_ Organixatlon: pat�0a. /lo !R'q Tfine '� ��'U Yes Na NJ � Speciat kutructionyRemarks: �i t?elivery Method: D In Petson ❑Common Carrier ^� �' � '� �^' •"`�.' ^ � � � . • ""� Lebatatory Task Order No.IP.O. No. � CHAIN-OF-CUSTQDY RECORD Paye �- of�-- ARCADIS GfRAGHIY&IuliILER ... ProjectNumber/Name�l-'DOO9/�.Oao ANALYSIS! ETHOUlSIZE Fro�ec# Locatiaa__��,�,, s�j�t r �, �.. Laboratory �""-h �t�re �c. +�-r � , -t/ Projeci Manager � Y T,�' � lJ,ti) `� *- l, v � Sampler{sNAffi{iaiion � r n rN Datell5m�e u"� � Sample IDlLocation Mstrix Sam ted lab fD Remafks Total �� v 3- � �3�z° i � v�P1 ��5" � t3.2i'" � �vM2 3--"1 3:'" ( � � Y �^'S 11: '�""' ? ( � _� S � � � �'YH 3 p-J �' t: �0 1 ( L�✓M 3 1-2, S it�l't' i � �A( �/ -3 S =0 1 ( v 3 3-'� S !2: I � vM3 - S S �:o t 1 n+ s a-r �: o E � �M . 1-Z S j } G"j .�-� S , ( ' N E � 3-�t S :3 � i � � � � �i �r-'5 3 :40 1 ' m Sample Matrlx: i= liqtrid; S= Solid; A= Ak Total4b. 0180 j y Relinquished b : • O�ganization: �aG�Ers,ts ('"-xR'y' Date Time .Sa �' �' �. Seal Intact7 � ilecelved 6y: � Organization• �z:e��T •- Date� � � i'ime n"1=�e Yes No $ Relinquished by Organizatton: ' Da*� � t� �'� Tiroe ��' 5eai Inta � Received by; Orga�izat3on; �+y ��-- �'��. Dat��► t 1 a iime 1y�3� Yes No r Spectal fnstructlonslRemarks: r� in N 3 Delivery Method: C31n Person ❑tommon Carrier y b Courier rlt�thpr � � � Laboretory Task �Order NoJP No. CHAIN-Of-CUSTUDY RECORD Page 3 oi '� ARCAI}�S GERAGHTYkMfILER Project NumberR+lame�DOO4��,• o�oc2 �Q9o�1 lAtd►X c, ANALYSIS / M D 151ZE Project Location ��_; ��h; Laboratory Gddi�►�'►� /� ��' Projett Manager �• V�`�.�Q� d�12l�P�tf1 � Sampler(s}lAtfiliation + d�r�� Q � Dat�me � Samp}e iD�iocation Matrix Sampled Leb {D Remarks Total w o-( S f�+=S'S 1 � � tPM !t ' on t � � � -� Ii:a f � � 3 �, : � ` 1 1 vN � -S' t� � l r t � � !!/� o -1 I ! vk � ; .E'v 7 ,2-3 t�t: { v' d -I 0 1 t Y 8/-2 S / o ( l u� 3 �% y�' i i a �, f a � . �,� � � � —.� !r S . f .,� Y � / -�� `/� a Samp e Niatrix: �= �quid; S= SoNct � A= Atr ( 'fotal No. ot Ba fes/ Relinquished by: Organization: S p�t� 4�'r 1�� 99 Time Q 7 �� a Intact? � Received by: Organization� �+- ��.+i-, �ate � ► ! o i °t9 '�� C��l :3 �1. Yes Na � Retinquished by: piganiza#lon: ' a Uate� ��o I'� Time �M� Seat Intact? '� a ��. Date� �►� 1° �g Time �`�:s� Yes No Aeteived by_ Organizatton:�ry�� -N, ,� Special {nstrucvonslRemarks: � � Detivery Me#had: Oln Person ^ C]Comman Carrier ab Courier ni�thPr T i r �� y/?� /nc ��'�' U � 48Q5 N. W. 2nd Avenue ��r �► Boca Raton, FL 33 7 �� 561-989-� Azcadis Geraghty & Miller, inc. � March 3U, 1499 600 Sandtree Drive Suite # 106 ��' C3�� Report: 9903207 Palm Beach Gardens, FL 33403 �� Saznple No: 99fl3207- 1 Attention: WilYiam Vogelsong Project: P�'000913.0002 Rond r,andscaping Tequesta, FL Collected by: L.ec I�wapinski Received on: 03/12/99 REFC}RT OF ANALYSIS EflR: 7060 ARSENCC I7�ATE L►ATS SAMPLE ID RESULT DL UNITS SAMPLSD ANALYZ�D ANALYST EVM 1610-1 1.3 0.70 mg/kg 03(1 1/99 fl3116/99 MHA EVM 16/1-2 Q.79 0.7Q mg/kg 03111 l99 03/24/99 MHA EVM 17/U-1 3.2 0.70 mg/kg 03l11 /99 03/16/99 MHA E M 17 1-2 BDL 4.70 m/k Q3/11/99 43J24i99 MHA V / 9 9 EVM 1$10-1 7.4 Q.70 mg/kg 03/11/99 03/16/99 MHA EVM 18I1-2 BDL 0.70 mg/kg 03l11 /99 03/24/99 MHA EVM 19/Q-1 BDL Q.70 mg/kg Q3/1 1/99 03/16/99 MHA EVM 20J0-1 92 0.7Q mg/kg 0311 1/99 03/16/99 MHA EyM 20/7 -2 2,2 0.70 mg/kg 031'1 1/99 t73)24/99 MHA EOIM 2�1�-3 B[3L 0.70 mg/kg 03/11/99 03129/99 JMJ EVM 21 /0-'I 4.1 0.70 mg/kg 03/1 1 i99 03i16/99 MNA EVM 27l1-2 BDL �.70 mg/kg 03/11/99 03/24/99 MHA Analysis Performed in Accordance with E.P.A. Methods QA/QC Review Laboratary Certification No. E66188 BDL—Below Detec Laboratory Certification No. 86405 DL=Detec innit 1 � t• Y,�� y/ 1� l n�i. 480� N. W. 2nd Avenue � Boca Raton, FL 33431 561-989-5225 Arcadis Geraghty & Miller, Inc. March 30, 1999 600 Sandtree Drive S�ite #106 Report: 9903207 Palm Beach Gatdens, FL 33403 Sample No: 9903207- 21 Attention William VogeLsong Project: PFOOtl913.0002 Rcwd Landscapi�xg Tequesta, FL Collected by: I.ec Kwapinski Receivefl on: 03/12l94 REPORT OF ANALYSIS FOR: 7064 ARSENIC DATL DATE SAMPLE ID RE3'OLT DL UNITS 3AMPLLD ANALYZ$D ANALYST EVM 22/0-7 0.97 0.70 mglkg 03/11/99 03/16/99 MHA EVM 22/1-2 BDL 0.7fl mg/kg 03/11 /99 03/24/99 MHA EVM 23/0-1 BD� 0.70 mg/kg 03/1 1/99 03/16/99 MHA � EVM 24/0-1 BDL 0.70 mg/kg 03/11 /99 03/17/99 MHA EVM 26/0-1 3.9 0.70 mg/kg 03/11 /99 03/16/99 MHA EYM 25/1-2 BDL Q.70 mglkg 03/11/99 03/24199 MHA EVM 26/0-1 2.6 0.70 mgikg 03/1 1/99 03/16/99 MHA EVM 26/1-2 BDL 0.70 mg/kg 03/11/99 03/24/99 MHA EVM 27/0-1 BDL 0.70 mg/kg 03/1 1/99 03/16/99 MHA EVM 28/0-1 BDL 0.70 mg/kg 03/11/99 03/16/99 MHA EVM 29/Q-1 1.4 0.70 mg/kg 03/1 1/99 03/16/99 MHA EVM 29J1-2 BDL 0.70 mg/kg 03/11/99 03/24/99 MHA . Analysis Performed in Accordance with E.P.A. Methods QA/QC Review LaboraWry Certificatian No. E86188 BDL=Below D mu Laboratory Cerafication No. 86405 DL=Dete,c Limit 2 � ��,�� ,n�+. 4805 N. W. 2nd Avenue Baca Rs�ton, FL 3�� 56y-989- Arcaclis Geraghty & Miller, Inc. Mazch 30, 1999 600 Sandtree Drive Suite #106 Report: 9903207 Palm Beach Gardens, FL 33403 Sample No: 9903207- 1 Attention William Vogelsong Project: PF000913.0002 Road Landscaping Tequesta, FL Collected by: Lec Kwapinski Received on: 03/12/99 REPORT OF ANALYSIS FOR: D221 b°10 SOLIDS DATE DATE SAMPLE ID RESULT DL TTNITS SAMPLED ANALY'ZLD ANALY'ST EVM 16/0-1 93 % 03/1 1/99 03/15I99 MLD EVM 16/9-2 96 °r6 03/11/99 03/22l99 IVILD EVM 17/0-1 9$ % 03/1 1/99 03/15/99 MLD EVM 1711-2 99 % 03/11/99 Q3/22/99 MLD� EVM 18/0-1 99 % 03/11/99 03/15/99 ML� EVM 1811-�2 99 % 03111/99 03/22/99 MLD EVM 19/0-1 96 96 Q3/1 7/99 03/15/99 MLD EYM 20/0-1 93 % 03/11 /�9 03/15/99 MLD EVM 20/1-2 99 96 03/11/99 fl3/22/99 MLD EVM 2Q/2-3 99 °� 03i11 /99 03/25/99 MLD EVM 2110-1 99 % 03/11199 03/15/99 IUILD EVM 21/1-2 98 % Q3111199 03/22/99 MLD . Analysis Performed in Accordance with E.P.A. Methods QA/QC Review Laboratory Certification No. E86188 BDL—Below De vmt Laborawry Cerkification No. 86405 DL=De Limit 3 �� i �y/ /� 1n ,�i. 4805 N. W. 2nd Avenue � Boca Raton, Fl 33437 561-989-5225 Arcadis Geraghty & Miller, Inc. March 30, 1999 600 Sandtree Drive 5uite #106 Report: 9903207 Palm Beach Gardens, FL 33403 Sample No: 9903�07- 21 Attention William Vogelsong Project: PFib0913.0002 Rood Landscaping Tequesta, FL Collected by: L.ec Kwapinski Received an: 03/12/99 REPORT C?F ANALYSIS FQR: D2216 °I� S4L[DS DATE DP,TE SAMPLFs ID RgSULT DL UNITS SAMPLED ANALYZFD ANALYST EVM 22/0-1 91 °� 03/11 /99 03l15/99 MLD EVM 22/1-2 97 % 03/11/99 03/22/99 MLD EVM 23/0-1 82 % 0311 1/99 03l15199 MLD � EVM 24/0-9 27 °rb 03/11 /99 03/15/99 ML� EVM 25/0-1 97 % 03111 /99 03/15/99 MLD EVM 25/1-2 97 % 03/1 1/99 03/22199 M�D EVM 26/0-1 97 % 03/1 9199 03/15/99 MLD EVM 26/1-2 98 % 03/11/99 03/22/99 MLD EVM 27/0-1 95 % 03/1 1/99 03/15/99 MLD EVM 28/0-1 96 % Q3/1 1/99 03/15/99 MLD EVM 29/0-1 97 % 03/11 /99 03/15/99 MLD EVM 29/1-2 99 % 03/11/99 03/22/99 MLD � Analysis Performed in Accordance with B.P.A. Methods QA/QC Review Laboratory Certification No. E86188 BDL=Below Detec imit Laboratory Certification No. 86405 DL=De L'unit 4 . �� /��+• 4805 N, W. 2nd Avenue Boca Raton, FL 3�� 567-989- Araadis Geraghty & Miller, Inc. March 3Q, 1949 600 Sandtree Drive Stxite #106 Report: 9903207 Palin Beach Gazdens, FL 33403 Saznple No: 9903207- 3 Attention: William Vogelsong Pcoject: PF000913.0002 Rood Landscaping Tequesta, FL Coll� by: Lec Kwapinski Received on: 03/12/99 REPORT OF ANALYSIS FOR: SAMPLE QI�I HOLD/PER CUSTOMER REQUEST DATE D.'�iTE S,AI++IPLE ID RLSULT DL UNITS SAMPLED ANALYZED ANALYST E'1M 1�l2-3 �IC44D 03/1 1/99 t�3{�2/9� TA�ilf EVM 17/2-3 HQLD 03/11 /99 Q3/22/99 TAM EVM 1812-3 HO�D 03/11 /99 fl3/22/99 TAM EVM 19/1-2 HOLD 03/11/99 03/22/99 TAM EVM 19/2-3 HOLD 03/1 1/99 03/22/99 TAM� EVM 20/3 4 HO�� 03/11l99 03/22/99 TAM EVM 21/2-3 HQLD Q3/9 1199 03/22/99 TAM EVM 21/3-4 HOLD 03/1 1/99 03/�2/99 TAM EVM 2212-3 HOLD 03/1 1/99 03/22/99 TAM EVM 22/3-4 HQLD OS/11 /99 Q3/22/99 TAM EVM 23/7-2 HOLD 03/11/99 03/22/99 TAM EVM 24/7-2 HOLD 03/11/99 03/22/99 TAM EVM 26/2-3 HOLD 03/11 /99 03/22199 TAM EVM 2711-2 HOLD 03/11l99 03/22/99 TAM EVM 27/2-3 HOLD 03111 /99 03122199 TAM EVM 2$l1-2 HOLD t73/11i99 03/22/99 TAM EVM 28/2-3 HOLD 03/1 1/99 03/22/99 TAM EVM 2912-3 HOLD �3J11/99 03l22/99 TAM Analysis Performed in Accordance with E.P.A. Methods QA/QC Review Laboratory Certification No. E86188 BDL=Below mu Laboratory Certification No. 86405 DL=Det�c ' imit S : n virod yne � ��i. �4805 N.W. 2nd Avenue Boca Reton, FL 33431 � 561-989-5225 Analysis contained herein con#orm to EPA and DEP approved methods per Envirodyne Comprehensive Quality Assurance Plan No. 890041. Additional �aboratory Certification numbers: E860Q6, $4269, E83079, E86240, South Carolina 96022. All relevant quality assurance samples were within specifisd control limits unless otherwis stated. Praject Manager ity Assur Director • � Analysis Performed in Accordance with E.P.A. Methods QA/QC Revie Laboratory Certification No. E86188 spL-B elow De imi I,aboratory Certification No. 86405 DL=I7et Limit 6 � � ip; a �� GERAGHTY&MILLER LaboratoryTask Order No.tP.O. No. (1�r� CHAIN -O� -CUSTODY RECORD Page-.-L—of 3 Q�i,,,�n at�.�s � Project Number/Name�c��►'3 OOO2 �Oa►.D E ��yx, �ANAlY5I5/ ME HOD /51ZE Projeck Location v'pT sj� 1 Labaratory [`� r..'y� a� a Project Manager- jt,; . ';�Jb� ��-� � `"'1 � l.J�� 1 Sampler(s)/Affiliation L .t � � �t' J+) DateTme D�� Sampie IDILocation Matrix Sampled Lab iD Remarks Tota) - s 9 ) �- r' � i v � rso f tt r7 r,_ � � EV ►- S c I I u .e. - �, . � 1 , �--+ :� M I t ' ` � I net '.z— 5 I� c :� � ° tC. f � r � t�:� � t .e--� o:sa i ( di.a.o � ffi S lz.: +s' I g � - t�� ! i � �- � :�s � Sample Matrix: L- Liquid; S= Solid; A= Air Total No. of Bo � Relinquished b:� Organization: 1" Date d'� / P2 / 9'y' Time cf�"3� Seal tntact? Received by: Organization:�tati°�_ r:�T� y.n. Date � A� i qQ Time a Yes No Relinquished Organization:_ C...,,�;fv�.y,...'Z„c Da#e �/1� 1�9 Time�_ Seallnta � Receivedby: Organization:_L:f+ U. �,� �n�. Date 3/ t5*, Time )b=u� Yes No Special InstruttionsJRemarks: dV�f? �/Z� C1'Q . l�LES a�s"� ' p `P � � � '� G G,'l i . Delivery Method: ❑ In Person ❑ Common Carrier b Courier ❑Other SPECIFY SPECIFY AG OS-059T • • " Laboratory Task Qrder No./P.O. No. �r�� CHAIN-OF-CUSTODY RECORD Page '� of � ARCAI�IS GERAGHTY&MIILER ,o �� ,�� Praject Number/Name 1"�ocX�4r� c 6Zo;�� 1�C . ANALY515 / METHOD / SIZE Projed Location ��a.�� .�f,Q ` Laboratory �'-.� � '�xr � `� _ , u � � �.� Project Manager /'�.+��_��JtJ � Sampler(s)/Affiliation �. ��r$��,�y��ik� N � m Datenme '� Remarks Total Sample ID/Loca#ion Metrix Sampled �ab ID Kl�l2r� 1'`3� ) I r �s_ 11:¢�, t P � �a2 f� � .T� � 1 l �� ll � �o � � Ilt4 / 3-� S t1: S'" # f S e'1: o tl t �! � S fi>,. !I : oC' f i r'J �' � N� ro E f t�' �-- S � (5' � i �4 �c��- s �ro � i s : f �- { � Rt S : 30 1 1 1— S ; 35' � � s _ S /;z; � f r-2 � t��45 � Sample Matrix: L= Liquid; 5= Sqlid; A= Air Total Nq, of Bo�ttIQSJ �� Relinquished by ° Organization: Date �//2 / QS� Time� '�'�� Seal Intact? Receivedby: ' Organization: �.+'.r.�,�w Sti.a-. Date 3�� 1q�1 Time �'>>'� Yes No !A Relinquished "� _ Organization: L��r^�'Z..�.. Date �/ 1� /�°t Time b'� Seal Int � Received by:� -�. Organization: ! Date '� � � is� Time It�,�� Yes No� Special InstructionsJRemarks: �tL Delivery Method: ❑ In Person ❑ Common Carrier '�Lab Courier ❑Qther SPECIFY SPECIFY AG OS-0597 • • fk�'- Laboratory?ask flrder NoJP.O. Mo. d�,I� CHAIN-OF•CUSTODY RECORD Page � of-� ARCA�� GERAGHTY&MILLER .�.�,f��"G�r +.�f''��%��'°°` Project fdumberlName 9%��s'� `f�'� �� ° ANALYSIS / METHOD / 51ZE Project Location �m� �R}�"�' , ��"�� Laboratory ��`r�L ,L' J Project Manager J,u' LJr��=t�e �e- �'`��J �� Sampler{5}�Affiliation �_�,��.s� � � patetTime ��' Sample IWLaatian Matrix Sampled Lab ID Remarks Total � Y,�r eL6" � °J �3s .�� i � ,�cr�ra.� t j z s ��: y 6 ' �'vRr �.c a-3 s : > S" � B � W�9 `� 7 - �t e�u , i 02`7 / S 1'(�•'� '" � � ��"�t �'7 ..2 �3 5 1�r� l f� t f �vA! � 8 a� �- �'' i I ��"� � J°'.2 �q I .` S " � i J•d9 -3 �lG�v � i �U�t �9 t1- S ! •'�i � i � i-� f�`.•Y'o 6 0 ��t .z � 1�° f'S' 1 6 Sample Matrix: L= Liquid; 5� Solid; i4 = Air 7ota1 No. of Bottles! t 2 ont Relinquisfiedb : Organizatian. Jef"�!�`..�C ��t Date c9311� L� Time �`�%.� Seal Intact� Received by: Organization: �-'►� ' Date 3� l�+ r�9 rme C�.'1'>3a Yes No / Relinquished by: Organizatio�. '�v+re��_ Daie /1a. !`i`i Time 1�:� Seal lntad? Receivedby:.� Organization: Date� /��- �� Time �Ccjd� Yes No N! Specia! Instrudions7Remarks: S�� P� l Delivery Me#hod: O In Person ❑Common Ca��ier ab Courier ❑Qther srEnFV sv¢ciFv AG 05 0597 � ' ��+�� I� V/t'�1 tal�//7� /nc 4805 N.W. 2nd Avenue �� '��!�� Boca Raton, FL 33437 • 56�-989-5225 ARCADIS Geraghty & Miller, Inc. 1�� April 21, 1999 60Q Sandtree Drive Suite 106 Report: 9904029 Palm Beach Gardens, FL 33403 Sample No: 9904029- 1 Attention: Mike Waldran �oject PFQ00913 Itood I,�n�scapin� Colle�t�i by: Lec Kwapinski Received on: 04/02/99 REPORT UF ANALYSIS FOR: °lo SOLIDS Iylethod D2216 DATL DATE SAMPLL ID RESULT DL TJNITS SAMPLED ANALYZED ANALYST EVM-30JQ-1 98 °k 04/01/99 04/02/99 MLD EVM-31/Q-1 93 °10 04/01/99 04/02/99 MLD EVM-31 /1-2 96 % 04/01 !99 04/07/99 MLD � EVM-32/0-1 99 °k 04/01 /99 04/02/99 MLD EVM-33/4-1 94 % 04J01 /99 04/02/99 MLD EVM-34/0-1 98 % 04/01 /99 04/02/99 MLD EVM-35/0-1 89 °� 04/01 /99 04/02/99 MLD EVM-35/9-2 97 % 04/01/99 04/07/99 MLD EVM-36/0-1 97 % Q4l01 /99 04/02/99 MLD EVM-36/1-2 96 °r6 041Q1/99 04/Q7/99 MLD EVM-37/1-2 99 % 04/01 /99 04/fl7/99 MLD BG21t?-1 99 % 04/01 /99 04/02/99 MLD • Analysis Performed in Accordance with E.P.A. Methods QA/QC Review�� LaboraWry Certification No. E86188 BDL=Below Detec on �au Laboratory Certification No. 86405 DL=Detestion Limit 1 r nvirodyne i,� �i. 4805N.W.2ndAvenas Boca Raton, FL 3� 56y-989- ARCADIS Geraghty & Miller, Inc. April 21, 1999 600 Sandtree Drive Suite 146 Report: 9904029 Palzn Beach Gardens, FL 33403 Sample No: 9904029- 22 Attention: 14iike Waldron Project: PF000913.0002 Rcwd Landscapin� Collected by: Le� Kwapinski Received on: 04/Q2l49 REPORT OF ANALYStS FOR: �lo SOLIDS Method D221 b DATE DATE SAMPLE ID RESULT DL UNITS SAMPLED ANALYZLD ANALYST BG3/0-1 100 % 04/01l99 04/02/99 MLD � Analysis Performed in Accordance with E.P.A. Methods QA/QC Review�r�1 I.aboratory Cerafication No. E86188 BDL—�elow L►etec Sn �'� Laboratory Certification No. 8b405 DL=Detection Limit 2 �� +. 4805 N. W. 2nd Avenus Boca Raton, Fl 33431 � 561-989-5225 ARCt�IS Geraghty dc Miller, Inc. Apri121, 1999 600 Sandir+� Drive Suite lOb Report: 9904024 Palm Beach Garden�, FL. 33403 Sa�le No; 9904029- 1 Attention: Mike Waldron Projert: PF'000913.000z Rood Lanascaping Coll� by: Lec Kwapinski • Received on: 04/02l49 REPORT QF ANALYSIS FOR: 70b0 ARSENIC (As) DATl� DATB SAMPLI3 ID RESULT DL UNITS SAMPL$D ANALYZED ANALYST EVM-30/0-1 BDL ' 0.70 mg/kg 04/01 /99 04/06199 MHA EVM-31/0-1 BDL 0.70 mglkg 04/01J99 04lt?6/99 MHA EYM-31/1-� BDL 0.70 mg/kg 04/01/99 04/13/99 MHA � EVM-32/0-1 BDL 0.70 mg/kg 04/01 !99 04/06/99 MHA EVM-33/0-1 BDL 0.70 mg/kg fl4/01/99 04/06/99 MHA EVM-34l0-1 B�L 0.70 mg/kg 04/01 /99 04/06/99 MHA EVM-3510-1 1.3 0.70 mg/kg �4/Q1199 04/06/99 MHA EYM-35/'I-2 BDL 0.70 mglkg fl4101/99 04/13/99 MHA EVM-36/0-1 1.8 0,�0 mg/kg 04/01 /99 04/06/99 MHA EVM-36/1-2 BDL 0.70 mgikg 04I01/99 04/13/99 MHA CJ"�'"' � EVM-37r� BDL 0.70 mg/kg 04/01 /99 04/14/99 MHA BG2/0-7 8DL 0.70 mg/kg 04/Q1/99 04/06/99 MHA � .�/� Analysis Performed in Acxordance with E.P.A. Ivlethods �A/QC Review �. c.v' Laboratory-Certificatan No. 586188 B L—Below Laborabory Cxitifcatian No. 86405 DL=Detectpn Limit 3 � / j�/,�� Ln�i, 4805 N, W. 2nd Avenue Boca Rafon, FL 33 1 _ 561-989-� ARCADIS Geraghry & Mi11er, Inc. Aprit 21, 1999 b00 Sandtree Drive Suite 106 Report: 9904�29 Palm Beach Gardens, FL 33403 Sample No: 99Q4029- 22 Attention: Mike Waldron Project: PF000913.0002 Road I,amdscapi�n� Coll� by: Lec Kwapinski R�;eived on: 04/02/99 REPORT OF ANALYS[S FOR: 70b0 ARSEI�IIC {As} DATT DATE SAMPLE ID RESULT DL UNITS SAMPLED ANALYZED ANALYST 8G3/0-7 BDL 0.70 mg/kg 04/p1/99 04/06199 MHA � Analysis Performed in Accordance with E.P.A. Methods QAIQC Review Laboratory Certification No. E86188 BDL=Below Detec o�"i�f Laboratory Certification No. 86405 DL=Detection Limit 4 E n virod yne �n�. �o� N.W. 2nd Avenue � Boca Raton, FL 33431 5fi1-989-5225 ARCADIS Geraghty & Miller, Inc. April 21, 1999 60� Sandtr� Drive Suite 106 Report: 990d029 Palm Beach Gardens, FL 334Q3 Sample No: 9904d29- 2 Attention: Mike Waldron Proj�t: PF000913A002 Rood Landscapin� Collected by: Lec Kwapinski Received on: 04/02/99 REPORT OF ANALYSIS FOR: SAMPLE ON HOLD/PER CUSTOMER REQUEST DATE DATS SAMPLE =D RFSULT DL UNITS SAMPLED ANALYZED ANALYST Ei/N9-3�/i-� HOLi� G4/G1/99 04/06/99 SY� EVM-32/1-2 HOLD 04/01/99 04/�6/99 SYS EVM-33/7-2 HOLD 04/01/99 04l06/99 SYS EVM-34/1-2 HOLD 04/01/99 Q4/06/99 SYS � EVM-37,/0-7 HOLD 04/01/99 04/06/99 SYS EVM-38/0-1 HOLD 04/01 /99 04/06/99 SYS EVM-3811-2 H�LD 04/01/99 04/06/99 SYS EVM-39/0-1 HOLD 04/01 /99 04/06/99 SYS EVM-3911-2 HOLD 04/01/99 04/06/99 SYS Analysis contained herein confarm to EPA and DEP approved methods per Envirodyne Gomprehensive Quality Assurance Plan No. 890041. Additional Laboratory Certification numbers: E86006, 84269, E83079, E86240, South Caralina 96022. All relavant quality assurance samples were within specified control limits unless otherwise stated. �� % R=r/JG� � G"Va Project Manager Qua[it�surance Direc r • Analysis Performed in Accordance with E.P.A. Methods QA/QC Review��"� L.aboratory Certification No. E86188 BDL=Below Detec on utu Laboratory Certification No. 86405 DL=Detection Limit $ � /rGERAGHTY = �°� �r� MILLER INC. I_aboratory Task Order No.�"�_ CHAIN -O�CUSTODY RE��C?RD Pa9�_��.� �Environmental Services t _ � �; K � Z � ,.. Project Number _� ��9t3�oo� SAMPLE BOTTLE i CONTAINER DESCRIPTION Project Location __ _.��, i7 L��c • %J Laboratory _. __�1SYl^J .(J�1lJ� �� . � U�Sc�?� o y � Sampler(s)/AffiiaYion _G �i..�A�t(1f;'(,tl 7 t 4 �� a ` �� s ��Ld._ p� i �.��S�JC Date�me o„ � 0��, SAMPtE IDENTITY Gode Sampled (.al� Ip T6tAL �t. Y�"fl4'�n' � - f l� � ! £Y�4 � E-� � ; � d f � 3 I�► � o I � � vN 3 i — � l� ) �' — I►�s� i � — 2 �. 0 9 � �' c�—� �: P y � — tS° 3 � � V '3 -� ! �,�'. 3 �- 2 1��: � � � vM ��' 4— . so � e � 3 �— �'S't" � I 1 ��/M — a�:.� � � � 3t5 � ��.:zs' � � i Sample Gode: L= Liquid; S= Solid; A= Air Total No. af Bottles! t j, ntai � T Aelinquished by:_ --- Organization: �Z�}�(�S C',�dy Date�, �/.�$,.l_�Time G9�r/a Sezl IntacY Received by: Organization: Lw'.... .,.,.. '�.� Date'i � 9tg Time_��a Yes No !� .a 9 ,�-.._. Relinquished by: Organization:��r' �±___ _ Date_�'�' _L?_.�Time �� Seal In Received by: Organization: � Date ��L. � 2 /5'c_.Timel.�.'3Q Yes No N/A Sp�ial I nstructionslRemarks: p / �r�� ' c��c � � �.��z�. �.�� r�� r� � 4/ ��r�� — __ .. _� 1--AF— �� t/"� +/7 I:a^�''K ��/ d�! / C IJC..A' l d�f/ J � 4� N'. �. �� Delivery Method: ❑ In Person ❑ Common Carrier ��ab Courier ❑ Other G8N Fart* �49t �`� `.+P�CIFY Southorirrt 97-�768 � � ` Laboratory Task drder No./P.O. No. �A- CHAIN-QF-CUSTODY RECORD Page �" of �— AR�IS GERAGHTY&MILLER � �� Project Number/Name Tf�'ne�n9 �'L. Ean2, � ANAlY515 MEfHOD / SIZE Project Lacation y"e�,y��l.�. � �,, � Labordtory �'�s.�j �'e+�e Project Manager � Sampler(s)/Affiliation � ' �� p �r� Dat�me Sample ID/Location Matrix Sampled Lab ID Remarks Totai rt: s' 1 9 12: oo � 1 �✓ /S: � r P I r - e r's I � �-- d /4: #� � i �'' l'�'2s 9 ( � �3� 2, o � 1�= B � �' o �- ! : Sample Matrix �_ �iquid; 5= Solid; A= Air Total No. of Bottlesl � n Relinquished by: Organization: �G�'?�L1N.kY' [irP� Date �{� oz � 99' Time �� Seal Intad? Received by: ' Organization: y'*� Date �1�t � Time �R•'�d Yes No Relinquished b: Organization: �Y1� Z' c., Date /�. � Time 3 : 3 � Sea► Intact? Received by: Organization: �r Date�`"P! 2- /�S Time ��??� Yes No A Spetial InstruttionslRema ks: � ' K � '� U/��1 �..�' //U •�"rrr»1 �t3 7� drr Delivery Method: � In Person ❑Common Carrier �I.ab Courier ❑Other SPEtIFY SPEtIFY AG OS-0597 • � ��,�� y� � l��i w '�: 4$05 N. W. 2ltd AvelltJB ��'('�'�+ Boca Rafon, FL 3�� 567-989- ARCADIS Geraghty & Miller, Inc. � Apri130, 1999 600 Sandtrce Drive Suite 106 ��c Report: 9904229 Pa1m $each Gardens, FL 334Q3 ��}IS �� Sarnple No: 9904229- 2 Atten�fon: Williaan Vo�elson� P�roj+�t: PF000913.0002/ItOOD Teqnesta, FL Collected by: I.ech Kwapinski Received on: 04/15/99 REPORT 4F ANALYSIS FOR: °lo SOL[DS Method D2216 DATE DATE SAMPLE ID RESULT DI� UNITS SAMPLLJ� ANALYZLD ANALYST EVM 40 0-1' 97 % �4/14J99 04J16/99 MHA EVM 41 0-1' 97 % 041'I4/99 04/16/99 MHA EVM 41 1-2' 76 % 04/14/99 04/27/99 YJC EVM 42 Q-1' 89 % 04/14/99 04/16/99 MHA� EVM 42 1-2' 77 % 04/14/99 04/27/99 YJC EVM 43 0-1' 89 % 04/14/99 04/16/99 MHA EVM 44 0-1' $5 % 04/14/99 04/16/99 MHA EVM 45 0-1' 98 % 04/14/99 04/16/98 MHA EVM 45 1-2' 99 °k 04/14/99 04/27/99 YJC EVM 46 0-1' 87 % 04/14/99 44/16/99 MHA EVM 46 7-2' 96 % 04/14/99 04/27/99 YJC EVM 47 Q-1' 94 °Io 04/14/99 04J16I99 YJC . Analysis Performed in Accordance with E.P.A. Methods QA/QC Review�� Laboratory Certification No. E86188 BDL=Below Detec n L.a3orator; �ertification No. 8�s 1 JL=L�erwction Limit 1 � rt virv d yne i n�i. 4$05 N. W. 2nd Avenue • Boca Ra#on, FL 33437 561-989-5225 ARCADIS Geraghry & Miller, Inc. Apri130, 1949 6�0 Sandtree Drive Suite 106 Regort: 9904229 Palm Beach Gardens, FL 33403 Sample No: 9904229- 1 Attention William Vogelsong Pro�ect: PF000413,0002/ROOD Tequesta, FL Coll� by: L�ch Kwapinski Receivecl on: 04/15/99 REPORT O� ANALYStS FOR: 70bt} ARSENtC {As) DATE DATL SAMPLB ID RBSULT DL UNITS SAMPLED ANALYZED ANALYST EVM 40 0-1' BDI. 0.7U mg/kg 04/14/99 04/17/99 MHA EVM 4'1 Q-1' 1.6 0.7Q mg/kg 04/14/99 04/17/99 MNA EVM 41 1-2' BDL 0.70 mglkg 04/14/99 04/29/99 YJC � EVM 42 0-1' 8.Q 1.40 mg/kg �4/14/99 04/17199 MHA EVM 42 1-2' 3.7 0.70 mg/kg 04/14/89 04/29/99 YJC EVM 43 0-1' BDL 0.70 mglkg 04/14/99 04/17/99 MHA EVM 44 0-7' BDL 0.70 mglkg 04l14/99 04/17/99 MHA EVM 45 0-1' 2.1 0.70 mg/kg 04/14J99 04/17/99 MHA EVM 45 1-2' BDL 0.70 mg/kg 04/14/9� 04/29/99 YJC EVM 46 0-1' 2.7 0.70 mg/kg 04/14/99 04/'17/99 MHA EVM 46 1-2' BDL 0.70 mg/kg 04/14/99 Q4/29/99 YJC EVM 47 0-1' 0.74 0.70 mg/kg 04/14/99 04/17/99 MHA � Analysis Performed in Ac.cordance with E.P.A. Methods QAlQC Review `✓� Laboratory Certification No. E861$8 BDL=Below Detec on mu Laboratory Certificafion No. 86405 �L=Detecdon L�imiS 2 �n virod yne i �4., 4805 N. W. 2nd Avenue , Boca Raton, FL 3 1 56 �-989-�� ARCADIS Geraghty & Miller, Inc. Apri130, 1999 60(l Sandtre� Drive Snite lt3b Report: 9904229 Palm Beach Gardens, FL 33403 Sample No: 9904229- 2 Attention: William Vogelsong Project P�'OQ0913 .0oo2/xflo� Tequesta, FL Collected by: Lech Kwapinski Received on: 04/15J99 REPORT OF ANALYSIS FOR: SAMFLE ON HOLD/PER CuSTOMER REQUEST DATE D�TE SAMFLE ID RESULT DL UNITS SAMPLED ANALYZED AN,ALYST EVM 4�,' 3-�^' HOLQ2 04/ i 4/39 {34f i 7/95 Ci-iE EVM 43 "t-2' H�LD 04/14/99 04/17/99 CHE EVM 44 1-2' HOLD 04/14199 C?4/17/99 CHE EVM 47 "!-2' HOLD Q4(14/99 04I17/99 CHE � Analysis contained herein conform to EPA and DEP approved methods par Envirodyne Comprehensive Quality Assurance Plan 1Vo. 89fl041. Additional Laboratory Certification numbers: E86006, 84269, E83079, E86240, South Carolina 96022. All relevant quality assurance samples were within specified ntrol limits unless atherwise stated. s �" d�C�G� L�[�i�ZU'�7�lJ�� Projec# Manager Quality surance Director Analysis Performed in Accordance with E.P.A. Methods �A/QC Review�� Laboratory Certification No. E86188 B L—Below Detec on v� L,aboratory Certificadon Na. 86405 DL=Tletecdon Limiii 3 � ��`� Laboratory Task Order NoJP.p. No. ��' CHAIN-OF-CUSTODY RECORD �age —� of—� ARCAI��S GERAGHTY&MILIER �� Project NumberlName `r'1►"�si3. 0�2.161�� ANALY5IS 1 ME HOD /51ZE Project Location �r� F-'1o";�,�� i.aboratory_ �rr�r%�Cat�LUd- „P � Project Manager s a � .'e � � �, Sampler(s)fAffiliation, i Q Dat�me � � Sample ID/Location Matrix Sampled Lab ID Remarks Total �O E1--J 4= � � �V� � 1 :Z.. Qq: i 1 V �— t l �1 1- 9: 1 o-1 Fkl, SS 1 1 �v �t�. � : oa t t �, ,� . � � c�� t ,EVi'�t f -- /c� , f `°� 3 � � y '"'�" � b,,1.{•,, � �° !�, to � I v �� -z t �. s� � � �- �r o t ; 3s° � f � � - Y �ib' A- •1R;oa � I t�l G — /�.: �s' I ' �v�a �-°� o: , Sample Matrix: L= Liquid; 5= Solid; A= Air Totai No. of Bottlesl n ne Relinquished by: Organization: s Date� 4' / f"„� �_9S� Time P�� Seal Intact? Received by: ��+ Organization:_ �*��rrn �a Sr� . Date �/�/`� Time �S'• �� Yes No � Relinquished Organization: "'�v�ra� _ � Date 1�r /�9 Time 11 :y�' Seal Intact? Receivedby: Organization: ��a� Date ��T l`� Time ��yr Yes No NIA 5 pec ia l I nstructions/Re ma rks: G.. � – Q — �M�,.a'4_�c"£zP "9z�,� 2�'� * �/�-, �o (,.11 � vM7i' L –Jr'�r�2TrY�'e�' ��" �R/�l' tw� jJ'��Q J1J'G- �iPr�'.�id•4�1�i' c'S�/�f ,�1. Delivery Method: ❑ In Person ❑ Common Carrier ,�7.l.ab Courier ❑Other sveaFV �� sreaFr AG OSC59J • � n v�rod yne � � ,�i. 48Q5 N.W. 2nd Avenr�s �� Baca Raton, FL 33431 561-989-� i ARCADIS Geraghty & Milter, Inc. �� May 19, 1999 600 Sandtree Drive Suite 106 ��'� Report: 9905157 Palm Beacb Gardens, FL 33403 Saznple No: 9905157- 1 Attention: William Vagelsong Project: Pk'000913.0002 Raod Landscaping Collected by: i.ec Kwapinski Received on: OS/ 14/99 REPORT t�F ANAI.YStS FOR: % S4L1D5 Method D221 b DATE DATE S.AMPL� ID RESULT DL UNITS SAMPLED ANALYZSD ANALYST EVM-48 0-1' 100 % 05/14/99 05l17/99 YJC EVM-49 0-1' 99 % 05/14/99 05/17/99 YJC � � EVM-5Q 0-1' 99 % 05/14/99 05/17/99 YJC � EVM-51 0-1' 99 °� 05/14/99 05/17/99 YJC � i� Analysis Performed in Accordance with E.P,A. Methods QA/QC Revie�� Laboratory Certification No. E86188 BDL=Below De n Laboratory Cerdfication No. 86405 DL=Detection Limit 1 � r1 V�/'O+AI y"/`I � lnc 4805 N.W. 2nd Avenua � Boca Raton, FL 33431 561-989-5225 � ARCADIS Geraghty & Miller, Inc. May 19, 1999 ; 600 Sandtree Drive Suite lOb Report: 9905157 � Palm Beach Gazdens, FL 334Q3 Sample No: 990515'7- 1 Attention: Will%am Vagelsong Proj�t: PF000413.0002 Rood Landscaping Coll�ted by: I.ec I�wapinski ' Received on: OS/14/99 REPQRT OF ANALYSIS FOR: 70b4 ARSENIC {As) ! DATE DATE � SAMPLE ID RESULT DL UN2TS SAMPLLD ANALYZED ANALYST EVM-48 0-1' BDL 0.70 mg/kg 05/14/99 05/18/99 MHA EVM-49 0-1' 1.1 0.70 mglkg 05I14/99 05/18/99 MHA EVM-50 0-1' BDL 0.70 mg/kg 05t14/99 05/18/99 MHA • EVM-51 0-1' BQL 4.7Q mg/kg 05/14/99 05/18/99 MHA � Analysis Ferformed in Accordance with E.P.A. Methods �AJQC Review� Laboratory Certification No. E86188 B L—Below Detec on � Laboratory Cerdfication No. 8d405 DL=Detection Limit ` 2 �'n virod yne in� 4805 N.W. 2rtd Avanue Boca Raton, FL 33�3� 567-989-� � ARCADIS Geraghiy & Miller, I�c. May 19, 1999 I 60Q Sandtree Drive S�ite 106 Report: 9905157 � Palm Beach Gardens, FL 33403 Sample No: 9905257- 2 Attention: William Vogelsong Project; PF0009i3.00(}2 Rood Landscaping Collected by: i.ec Kwapinski . Received on: OSl14/49 REPORT OF ANALYSIS FQR: SAMPLE ON HOLDIPER CUSTt3MER R�.QtIEST � DATE DATE SAMPLl3 ID RESULT DL UNITS SAMPLED ANALYZED ANALYST �dfM-48 �i -^c' HG�D 05i i 4('v�9 Q5/18f99 C�iE EVM-48 2-3' HOLD 05/14/99 05118/99 CHE EVM-49 1-2' HOLD 05(14J99 05/18/99 CHE EVM-49 2-3' HOLD 05/9 4/99 05/18/99 CHE � � EVM-50 1-2' HOLD 05/14/99 05/18/99 CHE ' EVM-50 2-3' HO�D 05/14/99 05/18/99 CHE �� EVM-51 1-2' HOLD 05/14/99 05/1$/99 CHE � EVM-51 2-3' HOLD C}5/14/99 Q5/1$/99 CHE Analysis contained herein conform to EPA and DEP approved methods per Envirodyne Comprehensive tluality Assurance Plan No. 890041. Additional Laboratory Certification numbers: E8600&, 84269, E$3079, E86240, South Carolina 96022. All relevant quality assurance samples were within spe 'fied control limits unless otherwise stated. Project Manager Quality s ance Director i ; � Analysis Performed in Accordance with E.P.A. Methods QAlQC Revie��,,�� Laboratory Certification No. E86188 BDL=Below De on uni Laboratory Certification No. 86405 DL=Detection Limit � � /�►"GERAGHTY �rc� MILLER INC. Laboratory Task prder Na.._.�"�l_4 CHAIN-OF CUSTODY RECORD Page / ot � �Environrnentat Services � � �� ,� Project Number �`oo o g J3 . r� o J 2 SAMPLE BCJfTLE 1 CONTAINER DESCRIPiION Project Location _ � °�� 'IN� c . _ � f Laboratory _ _�di�Uf�,pYlY'� ,�" Sampler{s)lAffiliation �. �Ctv�oiAt��t -- r e�Y'Ll/fbK �',..� 6� d , DatetTime +� SAMPLE IDENTITY Code Sampled Lab ID 'li7fAL �� M 1� 0- !i� 3�a 9 ( tttY - ft:3� e � ��ty z � �s :� � � � `as— I i E /-Z O f �vi�i -3 S 3%a 1 ! S'o �— S�' 3: t, 1 1 � s� 1-2 � : s � a s� �: I i � S t 6 t t/,�15'i �-Z• S � I ��Si :? � Sample Code: �= Liquid; S= Solid; A= Air Total Na of Bottles! �� n Relinquished by:_ �° q�r_�� L�F�L-.' Organization: /� Date f?s'7 1!! I 99T ime «��a Seal IntacY? Receivoed by: Organizaban: __ _ ° Date_� /T14Time � �+ : .5b Yes No Reiinquished by:_. ..�z_ _ Organization: � Date Seal Intaot? R�eived by. °'"'— Organization: V�� Dat Time {� � S s Yes No l Special Instructions/Remarks: _ . - -- ... �"��Z� �✓�rC'r�� C�Atnt�c �`� / .rtIGY ��'� i7`Rr�' � a/!,'! _ ,(i�/ �G� F'x�i: .�"�t1S9"RVCl�"iu�,�s� Delivery Method: ❑ In Person ❑ Common Carrier [�Lab Courier ❑ Other SPECiFY SPECIFY GBN� Fam �497 SaMprini 911768 • � i • �; � � � • d it '1 . Infrastructure, bui,:�ings, �t,vironmen�, cort�rr�u;�icatic�,�:M Mr. David Spear ARtAD15 G&M rr,c. Riverside t�aks, LLC 712 U. S. Mighway One 3721 S.W. 4?�' Avenue/Suite 3Q7 s��ce zoo Ft. Lauderdale, Florida 33�14-2815 North Palm Beach Florida 3340& Tel 561 881 0077 Subject: Fax 561 881 0012 Report of Assessment/Remedial Actian of Arsenic in Unsaturated Sflils at Willow Glen PUD, Tequesta, Pa1m Beach County, Florida ENVIRONMENTAL Deaz Mr. Spear: ARCADIS G&M, Inc, (ARCADIS) is pleased ta present to Riverside Oaks, LLC, this report that describes the results of the assessment of arsenic in the unsaturated soils and the results of the remedial actions of unsaturated soils that contained atsenic ab�ve the state residential soil clean�:p target le��l �SC'l�'L) �f �J.8 aaailligrazns per kilog,ram {mg/kg) at the Willow Glen Planned Urban Development (PUD) in Tequesta, Palm Beach Covnty, Florida. The approximate location of the site is JuIy S, 20(}2 shawn on Figure 1. Contact: The presence of arsenic on the property xnay be due to past landscape operarions �iil Vogelsang, P. G. performed by Rood Landscape Company {RLC). The assessment efforts were ,:� performed to determine the presencelabsence of arsenic in site unsaturated soils and . shallow groundwater. The soii remediat actions were performed to eliminate the risk posed by the unsaturated soils containing arsenic above the state residential SCTL identi�ed on the property during the assessment phase. The assessment efforts were perfarmed in accordance with state Standazd Operating Procedures Manual (April 2002). The soil eleanup efforts were perfornaed in aecordance with state guidance in FDEP (John Ruddell} memorandum entit2eri Applicabiliry of Soil Cleanup Goals, fvr Ftoridu, dated January 19, 1996. Sarnpling of the shallow groundwater and analysis of this sample for arsenic was performed to eonfirm absenceipresence of arsenic above the State groundwater standard of 0.05 mgll.. in the impacted soil azea. This inforniation alsa was used to select an appropriate remedial strategy for eliminating the risk from the unsaturated soil containing arsenic above the state residential SCTL. ln addition, confirmatian of the location and current status of a smaIl-diameter well on the Willow Glen PUD used by the Village of Tequesta to monitor saltwater inErusion into the Village's welt field, was performed. A brief description of the methodology and resuits of these activities is presented herein. Assessment Me#hodotogy A total of 26 soil borings {SB-1 through SB-26) were installed between May '7 and May 30, Z002, using a s#ainless-steel hand auger at the Willow Glen PUD property • lacations (including the area of the overhead spigot on the north end of the irrigation F'art �f a biyger �;��ure Attachment 2 f' :�;� ��i:� � pond) as shown on Figure 2. Soil samples were collected at ane-faat intervals to a depth ranging between 3 and 5 feet below grade (bg} fram each boring. Ta prevent cross-contaminatian, the augers weze decontarninated after collection of each sarnple and between each borehole. A total of 9� soil samples were cnllected; 48 soil samples (3 samples per boring x I6 borings) were collected during the May 7, 2002 sampling event, 40 soil samples (5 samples per boring x 8 borings) were collected during the May 3fl, 2UO2 sarnpling event, and 4 samples (2 samples per boring x 2 borings) were callected during the June 10, 2002 event. These soil samples were delivered to a state- certified laboratary for possible analysis. In an effort to minimize unnecessary laboratory costs, initially, all of the surface sail samples (0-1 foot bg) collected from the 16 soil boring lacatians instalied on May 7 and the two borings installed on June 1Q, 2002, and all of the soil samples coliected to a depth af 2 feet bg from the 8 soil boring locations collected on May 30, 2002, were analyzed f�r arsenic by F..FA Test Method 7060. Foilowing reviewJevaluation of these resul#s, ARCADIS selected only those remaining soil samples fram borings where additional analysis was required to delineate the fuIl extent of arsenic impacts (concentrations above ihe state residential direct exposure SCTL of 0.8 mg/kg). A shallvw groundwater sample alsa was collected from Temporary Well WG-1, located in the northwest sectian of the Willow Gten PLJD. Nutting �. Engineering.installed the ternporary well as part of a hydrologic study in this area. ` The well is reportedly constructed of PVC screen between 5 and 15 feet bg. "The �� ' approximate location of this temporary welI is shown on Figure 2. Ternporary WeII • WG-1 was purged using a low-flow peristaltic pump. Both filtered {OAl micron filter) and unfiltered water samples were collected and the sarnples delivered to a state-certified laboratory for analysis of total and dissolved arsenic by EPA Test Method 7fl60. The Village of Teqaesta Water Utility Department was contacted to obtain information on the current status of the small-diameter well on the Willow Gien PUD used by the Village to rrwnitor saltwater intrusion into the Village's wetl field. Arranger�nts were made to have a ViIlage utility staff persan accompany ARCADiS to the site to locate and mark the Village's saltwater monitor well location on #he Willow Glen PUD. Assessment Resul#s The results of the assessment activities performed at the Willow Gien PUD between May 7 and June 10, 2002 are presented below. Unsaturaxed Soiis The arsenic concentrations raported in the unsaturated sail samples collected from the 2b soil borings installed at the Willow Glen PUD is presented on Figure 2. The analytical results indicate that arsenic was not reported above the residentia! state SCTL of 0.8 mglkg at 20 of the 26 surface soil sample locations. Arsenic concentrations in the surface soil samples collected to a depth af ] foot bg at Soil Borings SB-l7 and SB-18, to a depth of 2 feet bg at Soil Borings SB-8, SB-22, and � Page: &apsoje.�U�pear'pHUt l;'> W Uu.�saa�rea�ala.yunrep.rt'-0?.ihx� L! 5 � F�'�c{:€�.�a�s��: SB-24, and to a dep#h of 3 feet bg at Soil Boring SB-13, were reported above the residential state SCTL of 0.8 m�kg. Copies af the laboratory reparts of these soil samples aze presented in Appendix A. Shallow Groundwater The total arsenic cancentrations reported in the shallow groundwater sample collected fram the Temporary Well WG-1 at the Willow Glen PUD is presented on Figure 2. The analytical results indicate that total arsenic was reported below the method detection limit {<0.010 mg/L) and below the state groundwater standard of O.QS mg/L, in the sample from Temporary Well WG-1. Since arsenic in the unfiltered samgle was reported belaw method detectian limits, ARCADIS inforn�ed the laboratory not to perform analysis of the filtered sample. A copy of the labaratary report of this sample is presented in Appendix B. Village of Tequesta Saltwa#er Monitar Well Confirmation of the locarion of Village of Tequesta saltwater monitor well on the Willow Glen PUD was obtained. The approximate location of this well is shown on Figures 1 and 2. Large orange-colored plastic cones were placed araund the location of the well. Photographs of the well locat'ron are provided in Appendix C. According to �: discussions with Village of T�uesta utility staff, the Village is required {as part of � their Consumptive Water Use perrnit with the South Florida Water Management District) to perform monthly measurements of general water quality and the water-level in this well to monitar encroachment of saltwater into the Village's well field. The Village requested, if possible, that Riverside Oaks, LLC, try to avoid contact with this well during development of Willow Glen PUD. Assessment Conclusians Based on the assessment results, the following can be concluded: • The unsaturated soils to a depth of i foot bg at Soil Borings SB-17 and 5B- 18, to a depth of 2 feet bg at Soil Borings SB-8, SB-22, and SB-24, and to a depth af 3 feet bg at Soil Boring SB-13, at the Willow Glen PUD contains arsenic above the state residential direct expasure SCTL of 0.8 rngJkg. • Arsenic in the shallow groundwater in the arsenicampacted soil area on the Willow Glen PUD (WG-1} is below the state groundwater standard af 0.05 mgJL. These results indicate that the arsenic reported in the unsaturated soil in the impacted area is not a threat to leach to the shallow ,groundwater. • The Village of Tequesta saltwater monitor well is located in the southwestern portion of the Wiltow Glen PUD. • Page: g/n�nyttYt�er!pft10t f 770p11ae�s5-rmenliuLi.�riwvc�wrtJ-0?.Mx ��5 �:a�. . :;,�i� � Soil Remetlial Actions Based on the assessment conclusions, state soil cleanup guidance described in FDEP memorandum dated Jannary 19, 1996, and Riverside Oaks, LLC future plans to develop the property for residential use, Riverside Oaks, LLC and RLC agreed to perform the following soil remedial actions at Ehe Willow Glen PUD: • Excavate unsaturated soils containing arsenic above the state residential SCTL of 0.8 mg/kg to a depth of 1.5 feet bg at SB-17 and SB-I8, and to a depth of 2 feet bg at Soil Borin,gs SB-8, SB-13, SB-ZZ and SB-24 on the Willow Glen PUD as shown on Figure 2; • Place the excavated unsaturated soils from the Willow Gien Pi7D on the adjacent RLC property; • Collect cleanup-veri�ication samples from the walls of the excavated areas on the Willaw Glen PUD and submit these samples to a state- certified laboratory for analysis of arsenic to con�rm that the remaining soils on the perimeters of the excavated areas on the Willow Glen PUD do not contain azsenic above the state residential direct exposure SCTL of 0.8 mg/lcg; and ` • Per the referenced FDEP memarandum, place two feet flf ctean fill • ` overtop the excavated areas on the Willow Glen PUD to meet eacisting � site grade and eliminate direct expasure risks from remaining unsaturated soils. Between June 24 and June 28, 2002, ARCADIS observed RLC perform soil excavation efforts on the Willow Glen PUD and stockpite the excavated material on RLG property, Photographs of these activities are presented in Appendix D. On June 28, 20Q2, ARCADIS colleeted seven cleanup-verification samples (CS-1 through CS-7) from the watls of the excavated areas on the Willflw Glen PUD as shown on �igure 3. The samples were delivered to a state-certified laboratory fflr rush analysis af arsenic ta confirm the adequacy of these soil remedial actions (that remaining soil on the perimeters of the excavated areas on the Willow Glen PUD did not contain arsenic above the state residential direct expasure SCTL of 0.8 mg/kg}. Copies of the laboratory results of the sail cleanup-verification samples are presented in Apgendix E. The laboratory resuits indicated that arsenic was reported below the state residential direct expasure SCTL in samples CS-1, CS-4, CS-5, CS-6 and CS-7; the arsenic concentrations in CS-2 (1.2 mg/kg) and CS-3 (0.86 mg/kg) were above the state residentiai direct expvsure SCTL of 0.8. The arsenic concentrations reported in the soil cieanup-verification samples are presented an Figure 3, RLC was informed of the results and instructed to remove addi#ional soil from the area of soil sampling l�ations CS-2 and CS-3. On July 2, 2002, afrer RLC's completion of the addi#ional soil excavation activities, two additionai cleanup- veri�cation samptes (CS-2A and CS-3A) were collected from the walls of these excavated areas on the WiIlow Glen PUD as shawn on Figure 3. Ti�e samples were • Page: S?aprqn�t7sprar;p&0t 17)W itacseu-rrmr�tia3acua�rsper�7-0: Jw� A Y�S � ��;�� remedial actians. Copies of the ]aboraiflry results of these sail cleanup-verification samples are presentes! in Appendix E. The laboratory results indicated that arsenic in ateanup-verificatic�n samples CS-2A (0. 64.mg/kg) and CS-3A {< Q.�l mglkg} were reported below the state residentiai direct exposure SCTL of 0.8 nngJkg. T�e lienits of the final excavated areas on the Willow Glen PUD are shown on Figure 3. According to ARCADIS recent discussions with Riverside Oaks, LLC, as part of the deveIopment af the Wi11ow G1en PUD, the exc�vated areas will be backfilted with at teast twa feet of clean fill. Upon ARCADIS visuai confirmation of these effarts, ARCADIS wilt prepare and submit to Riverside Oaks, LLC, an addendum iet#er ta this report c$rtifying the cocnpletion of appropriate remedial actions of the arsenic- impacted soil identified on the Willow Glen PUD. C@Itl�[Cat101i In accordance with the provisions of Florida Statutes Chapter 492, this Assessm�ni and Remediat Action Report for the Willow Glen PUD lacated in Tequesta, Palm Beactt County, Florida, has been review� by a Professi�nal Geologist licensed in the state of Flonida familiar with current state assessment regulations and guidelines and a Professional Engineer licensed in the s#ate of Florida familiar with current state remedial regulations and gvidelines. We hereby certify that the assessrnent and remedial work descr'rbed herein was performed in accordance with state Standard : Operating Procedures Manua( (April Z002), FDEP memorandum dated January 1996, and und�r t►ur direct supervision. � Witliam D. Vogelsong, P.G. Principal HydrogeQtogist Sta#e of Florida Professiona icense No. 52S JU�� g, ZQ�2 w '�-�"�r..'w«�� „�•r iwf =`�S�— ' ' Eric Kramer, P.E. 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Date: 05/Z3/2042 712 US Highway 1 Log #: Lb3166-1 Suite 200 North Palm Beach, FL 33408 Attn: Bill Vagelsong Sample Desaription: Analytical Report: SB-1 0-1` Date Saa►pled: 05/07/2002 Tequesta, FL Time Sampled: 10:00 Willow Glen Date Received: Q5/08/20�2 Collected By: Client Reportable S�ctr. Aisly. Parameter Rasulte IInits Method Limit Date Date Arsalyst �`'.'��t:� ;<.}.�.lf.'sr`:..;:>.�:.r�<;;: �.„,>>`,;.:?r:;:'::'>:': Perpent Solid 97 �S SM2540B 0.14 05/09 05/09 EP ;:f ;:::r:«::'s:ir� ' �..�.�'. ,`�i�:ii:::::::#>:#::i:?;'<i4�.'.... '� r": ?:: #<•;�k£ ;:::iS;:::::::::•`::::2� y .Arsenic BDL mg/kg (dw) 3050/6010 0.52 OS/10 05j10 ZL All analyses were performed using EPA, ASTM, NIOSH, USGS, or Standard Methods and qertified to meet NELAC requirementa. Flags: BDL oX U-below reporting limit; DL-diluted out; IL-meets internal lab limits; MI-matrix interference; NA-nat appl. Flags: CFR-Pb/Cu rule; ND-non detect(RL estimated); NFL-no free liquids; dw-dry wt; ww-wet wt; C(#)-$ee attached USB code FLDEP Flags: J(#7-estimated l:surr. fail 2:no known QC req. 3:QC fai2 tR or 3RPD; 4:matrix int. S:improper fld. pr ocol FLDEP Flags: L-exceeds calibration; Q-holding time exceeded; T-value < NIDL; V-gresent in blan]c FLDEP Flags: Y-improper preservatian; 8-colonies exceed range; I-result between /+IDL and PQL QAP# 980126 DOH# E86240 NC CERT# 444 Respect 1ttiEC�� St]B DOH# 86122,86109,E86048 ADEM ID# 40850 CT CERT#{ PH-0122 SC CERTt{ 96031001 TN CERT# 02985 USACE GA CERT# 917 SteV6 WciltOIl VA CERTp 00395 USDA Soil Permit# 5-3524L CZ1EIlt Technical Svcs. Manager � US Bioayatems 3231 N9P ?th Avenue Boaa Raton, FL 33431 {9$8)862-5227 • Client #: WPB-88-05{?501 Page: Page 1 of S Address: .ARCADIS G&M, Inc. Date: 05f13/20fl2 712 US Highway I Lag #: L63166-4 suite 20Q North Palm Beach, �L 33408 Attn: Bill Vogelsong �ample Desaription: Analytical Report: SB-2 0-1' Date Sampled os/o�/�ooa Tequesta, FL Time Sampled: 10:2a Willow Glen Date Received: 05/08/2002 Collected By: Clien� Reportable �ctr. Aaly. Parameter Resulta Units Mettcod La.mit Date Date Analyst .. ..fc,;:;>.a-`.;.;<a,,; x<:....;;<.>:::::r...�.��fo>:<..;�. ' k`c:; A:.:::.; � • .:.. r : ,,.. . . .r�• ...r `f,+ �,.'�.,'.�... ....:. .'X.�.�l. :'%�'��,��r: :'t:%-:-�: Percent Solid 96 � SM254QB 0.10 OSf09 OSj09 EP 3 . .:�•, � >:> :-�;.::.t::.:= '�,.,.�'"''?{•�,'.•:•::-.::.t.::,:::.r:��r�. � ��4'��,.:,.;:�,.�:�.:3,:::>,:E;.:.,:::,�.�.;.;:�3:f�c:•:-:� � Arsenic BDL mgfkg {�w) 3050/6020 0.52 OSJ10 05j10 ZL� All ana2ysea were performed using EPA, A3TM, NiOSA, USGS, or Stendard Methods and certified to meet NELAC requirements, Plags: BDL or Lt-below regorting limit; DL-diluted out; IL-meeCS intemai lab limits; MI-matrix interference; NA-not appl_ Plags; CFR-Pb/Cu rule; ND-non detect{RL estimated}; �L-no free liquids; dw-dry wt; ww-wet wt; C(#)-see attached USB code FI,DEP Flags: J(#1-estimaCed 2:surr. fail 2:no known QC req. 3:QC fail tR ar $APD; 4:matrix int. S:improper fZd. protocol FLUEP Flags: L-exceeds calibration; Q-holding time e�cceeded; T-value < NIDL; V-presant in blank FLpEP Flags: Y-improper preservation; 8-colonies e�sesed range; I-result between NIDL and PQi, QAP# 980126 L10H# E8624D NC CERT# 444 1�.ES�JQCt.� s itted SUH DOH# 86122,66109,$86fl48 ADEM IA# 40850 CT CERT# PH-0122 SC CERT# 96fl31601 TN CERT# 02985 USACE GA CERT# 917 StEV� wc'I�tQI1 VA CERT# 00395 USDA Soil Permitl� 3-352A0 Clien� Technical Svcs . Manager � IIS Biosystems 3231 NW 7th Avenue Soca Raton, FL 33431 (888)8b2-5227 • Cliexit #: WPB-88-050501 Page: Page 1 of 1 Address: ARCADIS G&M, Inc. Date: 05f13/2002 712 US Highway 1 Log #: L&3166-7 Suite 200 North Palm Beach, FL 33408 Attn: Bill Vogelsong Sample Description: Analytical Regort: SB-3 0-1' Date Samplede 05f07/200� Tequesta, FL Tim� Sampled: 10:55 Willow Glen Date Received: 05/08/�002 Collected By: Client Repartable S�ctr. Arily. Parameter Results IInits Method Limit Datie Date Arialyst ,..... ....,.,..,, .. ,: .. . .... .: ... »..:;>:::, .. >.:;f,�• .;,:;s::�::r::,:,: • �:�8'�,pt��;:��'A'�k:�:5�#�:�:::�::.>:>?s:s>�::::^>:<�:-::{ Percent Solid 97 � SM2540B 0.10 OS/Q9 05j09 EP �: �::.:�::;��r;.r, .._:;,..:;;:�:.:;:,:_>:;.;:;>;�::. � {,�,� 1�}� 4 •y: F,-. ;.. . i��#i}F,F:xfi.:..��riv:i:i::{?:�y. • Arsenic BDL mg/kg (aw> 305d/6010 o.5a os�io o5/io zL All analyses vere perfoxmed using EPA, ASTM, NZQSH, IISGS, or 5tandard Methoda and certified to meet NELAC requirements. Flags: BDL or U-below reporting limit; DL-diluted out; IL-meeta interna2 lab limits; MI-matzix interference; NA-not appl. Flags: CFR-PbJCu rule; ND-non detectiRL estimated); NFL-no free liquids; dw-dry wt; ww-wet wt; C(#)-gee attached USH code FLFEP Flags: J(q)-estimated l:surr. fail 2:no known QC req. 3:QC fail �R or 3RPD; 4:matrix int. 5:improper fld. protocol FLDSP Flags: L-exceeds calibration; Q-holding time exceeded; T-value � NIDL; V-present in blank FLDEP Flags: Y-improper preservation; B-colonies exceed range; I-result between h�L and PQL QAP# 980126 DOH# E96240 NC CERT# 944 Respectfu ub tted SS3B DOH# 86122,66109,E86049 ADEM ID# 40850 CT CERT# PH-D122 SC CERT�# 96031041 TN CERT# 02985 USACE GA CSRT# 917 Steve Walton VA CERT# 00395 USDA Soil Permit# S-35240 �.'�.i�rit Technical SVCB Manager • US Biosy�tems 3231 N94 7th Avenue Boca Raton� FL 33431 (888)862-5227 • Client #: WPB-88-050501 Page: Page 1 af 1 Address: AR.CADIS G&M, Inc. Date: 05/13/2002 712 US Highway 1 Log #: L63166-10 Suite 200 North Palm Beach, FL 33408 At�n: Bill Vc�gelsong Saxnple Descrip�ion: Analytical Report: SB-4 0-1' Date Sampled: 05/Q7/2002 Tequesta, FL Time Sampled: 11:15 Willow Glen Date Received: 05/08/2002 Collected By: Client � Reportable Factr. Axily. Parameter Results IInits Method Limit Date Date �,ualyst �i�'�;�;��t'�a�'•:��`:;, ��`�:i'��v;:'; : � >< ; > :. , : . . . : : , �, :: Percent Solid 97 � SM2540B Q.10 05/09 05f49 EP :..:<:rr: �;;>::�::.> ��;:.�.:,:::;• a .t•y � ,.:;ss�ri;g>.�.;•::;t;<,: � -, �i:��`�:�:;::�:::<.'•.:;::;:: ArseniC SDL mgfkg (tiw) 3050f6fl10 0.52 05J10 05/10 ZL • All analyses were performed using EPA, ASTM, NIOSH, USGS, or Standard Methoda and certified to meet NELAC requirements. Flaga: BDL ar U-below reporting limit; DL-diluted out; IL-meets internal lab limita; MZ-matrix interference; NA-not appl. Flags: CFR-Pb/Cu rule; ND-non detectt�. estimatedl; NFL-no free liquida; dw-dry wt; ww-wet wt; C(#)-see attached tTSB code FLDEP Flags: J(#3-estimated S:surr. fail 2:no known QC req. 3:QC fail �R ox tRPD; 4:matrix int. 5:improper fld. pro ocol FLDEP Flags: L-exceeda calibration; Q-holding time exceeded; T-value < MDL; V-gresent in blenk FLAEP F2ags: X-improper preservation; B-colonies exceed range; I-reeult between MDL and PQL 4�# 960126 DOH# E862A0 NC CERT# 449 Respectf s itted SUB DQA# 86122,86109,E86�98 ADEM ID# 4�850 CT CERT# PA-0122 SC CERT# 96031041 TN CERT# 029B5 USACE GA CERT# 917 StBVe Walton VA {:ER'T# 00395 USDA Soil PEZ'mit# 5-35240 Client Technical Svcs. Manager � US Biosystems 3231 NPI �th Avenue Hoca Ratoa, FI, 33431 (888}8b2-5227 • Client #: WPB-88-05d501 Pagas Page 1 of 1 Address: ARCADIS G&M, Inc. Date: 05/13/2002 712 US Highway 1 Log #: Lb3166-13 Suite 200 North Palm Beach, FL 33408 Attn: Bill Vogelsong Sample Deseription: Analytical Report: SB-5 0-1' Date Samp2ed: 05/07/2002 Tequesta, FL Time Sampled: 11:30 Willaw Glen Date Reaeived: 05/08/2002 Colleated By: Client ReportabZe Sxtr. An7.y. Parameter Resul.ts Vnits Method Liiait Date Date Aaalyst . >;: :::.:::. af�::>.;;;:<::.;:;> :�. �:.: •�..;:.: . . s: , :. . ... , y . . , ... � � � y '••• �,::•:..,r.,.:. :;.......;c, ��klj. ��`.�...'.kifi:�f✓:.::8`.Ck:'.�i't£:�.�„`:::;::::z:�:r::�?.:t:`>>:: r.: Percent Solid g4 � SM2S40B 0.10 05/09 Q5/09 EP ��{,�r� . ;z:> ,., ;:;; ::;s;< � TTT•T�1?lT'�'�'�n•i•'niJ: - >F'.'!�ini:tL ! ; FI,• G.''i.`:!':vii:f':�$� F;fl � Arsenic BDL mg/kg (dw) 3Q50f6Q10 0.53 05/10 O5/10 ZL AI1 analyses were performed using EPA, ASTM, NIOSH, USGS, or Staadard Methoda and certified to meet NBLAC requiYementa. Fla9s: BDL or U-below reporting limit; DL-diluted out; IL-meete internal lab limits; MI-matrix interference; NA-nat appl. Flags: CFR-Pb/Cl� rule; ND-non detect(RL estimated); NFL-no free liquids; dw-dry wt; ww-wet at; C(�)-aee attached USS code FLDEP Flags: Ji#)-estimated l:aurr. fail 2:no known QC req. 3:pC fail 4R or kRPD; 4:matrix int. S:improper fld. protocol FLDEP Flags: L-exceeds calibration; Q-holding time exceeded; T-value < I�L; V-present in b2anlc FLDEP Flags: Y-improper preservation; 8-co2onies exceed range; I-result between MDL and PQL QAP# 980126 DOH# E86240 NC CERT� 494 Respectfu YT11 @C�, STJB DOH# 86122,86169,E86048 ADEM ID# 90850 CT CERT# pH-0122 SC CERT# 96031001 TN CERT# D2995 USACE GA CERT# 917 StEV@ t+tal�.on VA CERT# 00395 USAA Soil Permit# 5-35290 �."3.lerit Technical Sv�s. Manager � vS Biosystema 3231 NW 7th Avenue Soaa Raton, FL 33431 (888)862-5227 • Client #: WPB-88-050501 Page: Page 1 of 1 Addresa: ARCADIS G&M, Inc. Date: 05f13/2002 712 US Highway 1 Log #: L63166-16 Suite 240 North Palm Beach, FL 33408 Attn: Bill Vogelsong Sample Description: Analytical Report: SB-6 0-1' Date Sampled: 05/07/2Q02 Tequesta, FL Time Sampled: 11:45 Willow Glen Date Received: 05f08/2002 Callected 8y: Client Reportable Extr. Anly. Parameter Results Units MeChod Limit Date Date Analyst ..... :...:.;:<•>r:;.: �:� � r•'•� :.;.:;:�. �;y�'..��«... i:i�.'�+�.!�`'�'.�i:��r`�;�<i�£fi�r ::"{;;`;> Percent Solid 98 � SM254flB O.IO OS/09 05/09 EP � �rf �;: � �� f ;�?: i;. ' r ��i�4�?�:?:;:::'f�i � Arsenic BDL mg/kg (dw) 3050/6d10 0.51 05/10 05j10 ZL � All analyaes were parformed using EPA, ASTM, NIOSH, USGS, ar Standard Methods and certified to meet NELAC requirements. Flags: BDL or U-below reporting limit; DL-diluted out; II,-meets internal lab limita; MZ-matrix interference; NA-not appl. Flaga: CFR-Pb/CU rule; ND-non detect(� eetimated►; NFL-no free liquids; da-dry wt; ww-aet vrt; C(#)-see attaehed USB code FLDEP Flags: J(#)-estimated l:surr. fail 2:no knovm QC req. 3:QC fail �kR ar �RPA; 8:matrix int. S:improper fld. protocol FLDEP Flags: L-exceeds calibration; Q-holding time exceeded; T-value < NIDL; V-present in blank FLDEP Flags: Y-improper preservation; B-colonies exceed range; I-zesult betwean MDL and PQL QAP# 48Q126 DOH# E86240 NC CEI2T# 444 Respectf Rtlt @{�� SUE D4H# 85122,86109,E86098 ADEM'ID# 40850 CT CERT# PA-0122 SC CERT# 96031Q01 TN CERT# 02985 USACE GA CERT# 917 St2V0 Walton VA CERT# 04345 T)SDA Soil Permit# 5-35240 Client Teehnical Svcs. NFanager � II5 Siosystems 3231 NW 7th Avenua Boca Raton, FL 33431 (888?86Z-5327 • Client #: WPB-88-050501 Page: Page 1 of 1 Addreas: ARCADIS G&M, Inc. Date: 05/13/2002 712 US Highway 1 Lag #: L63166-19 Suite 20Q North Palm Beach, FL 33408 Attn: Bill Vogelsong Sampl� Deacription: Analytical Report: SB-7 0-1' Date Sampled: 05/07/2002 Tequesta, FL Time Sampled: 12:00 Willow Glen Date Received: 05/08/2002 Colleated By: Client Reportable Extr. Anly. Pasameter Results Unita Methad Limit Date Date Analyat k ��'i�'•��?':�Ep�i.�i�'>:��;::��>:� �':<:` `':`% .......................... ' Percent soi�a 97 � SM2540B 0.10 OS/09 05/Q9 EP i .�:r,<: y.,.:; �i�;: .:;�:.`>.: - :; �:84�:} ��>�;�;; .� ':v:�>s;::;��;:;�:�::•.`:`:::>::>::':::;;:; �Arsenic SDL mg/kg (dw) 3050/6010 fl.52 05/10 05j10 ZL All analyses were performed using SPA, ASTM, NI48H, USGS, or Standard Methode and certified to meet NELAC requirements. Flaqa: SDL or U-below reporting limit; DL-diluted out; IL-meets internal 2ab limita; MI-matrix interference; NA-not appl. Flags: CFR-Pb/CU rule; ND-non detect(RL estimated); NFL-no free liquids; dw-dry wt; wvr-wet wt; C{#)-see atCached USE code FLDEP Flags: J{#)-estimated S:surr. fail 2:no known QC req. 3:pC fail &R or 4RPD; 4:matrix int. S:improper fld. protocol FLDEP Fkaga: L-exceeds calibration; Q-holding time exceeded; T-value � hIDL; V-preaent in blank FL�EP Flags: Y-improper preservation; H-coloniea exceed range; I-result between ?97I. and PQL QAP# 980126 DOH# E86240 NC CERT# 444 Respec�fu t2C3� SUB DOH# 86122,861fl9,E66D46 ADEM ID# 40850 CT CERT# PH-0122 SC CERT# 96031001 TN CERT# 02985 USACE GA CERT# 917 St2Ve Walton VA CER'P# 40395 USDA Soil Permit# S-35246 ��1Brit Technical Svcs. Manager • US Siosystems 3231 NA1 7th Aveaue Haca Raton, FL 33431 (868)862-5227 . Client #: WPB-8$-050501 Fage: Page 1 of 1 Address: ARCADIS G&M, Inc. Date: U5j13/2002 712 US Highway 1 Log #: L63166-22 Suite 200 Narth Palm Beach, FL 33408 Attn: Bill Vogelsong Sampl� Description: Analytical Report: �B-8 0-1' Date Sampled: 05/07/2002 Tequesta, FL Time Sampled: 12:15 Willow Glen Date Recea,ved: 05ffl8/2002 Collected Sy: Client Reportable E�ctr. Aaly. Parameter Resu3ts Uaits Method Limit Date Date Aaalyst f:�%Y•�%Yi�t }:.��Jir:�.��n•.{p�i4jC::�`v'•):iii:�.:t:'v::::vi::�.i> � + y.. :•::. :; Y' '.�{•C:'v,'.y'-:::. ..�?. .� ........s::s.'�`.?...�i�+ .:��;•s>:�;>:>::::;?::;`:>.;:«:: � Percent Solid 95 �C SM2540B Q.10 OSf09 05/09 EP � 1f � . ^ .>: y � � s , � � • �1 , >:.•<:.�.;>>'�;;...;.�::::;�•:.>.f•:�:::<;:<�`r#��:�::.; 4 c9 aS4�:+'r.:4F,�i�:".;:�:::.;r::c`f6'c:;5:';"r.i;�ri:�r�:�E%f£f��.�t<E�:`:ar i_. Arsenic 2. 0 mg/kg (aw) 3050/6i}10 0. s� os/ia os/�.o z� � All analyses were performed using EPA, ASTM, NIOSH, USGS, or Standard Methods and aertifSed to meet NELAC requirements. Flags: BDL or U-below reporting limit; DL-diluted out; IL-meets internal lab limits; MI-matrix interference; NA-not appl. Flags: CFR-PD/C1i rule; NA-non detect{RL estimated); NFL-no free liguids; da-dry wt; ww-wet at; C(#)-see attached IISB code FLDEP Flags: J(�)-estimated i:surr. fail 2:no knoan QC req. 3:QC fail gR or �RPD; 4:matrix int. 5:improper f d. pro ol FLDBP Flags: L-exceeds calibration; Q-holding time exceeded; T-value c hIDL; V-present in blank FLDEP F2aga: Y-improper preaervation; B-colonies exceed range; I-result between h�L and P4L QAP# 980126 DOH# E85240 NC CERT# 444 Respectf Ub �t�C�� SFIH DOHti 96122,86109,E96a48 ADEM ID# 40850 CT CERT# PH-Di22 SC CfiRT# 45D31001 TN CERT# 02985 USACB GA CERT# 917 Steve Flyd�.tOSl VA CERTq 00395 USDA 3ai1 Permit# 5-35240 Client Technical �aVCS Manager • US Biosystema 3231 NW 7th Avanue Boca Raton, FL 33431 i8$8)862-5227 � Cliexit #: WPB-88-0505�1 Page: Page 1 of 1 Address: ARCADYS G&M, Inc. Dates 05/23/2002 ?1.2 US Highway 1 Lag #: L63166-25 Suite 200 North Palm Beach, FL 33408 Attn: Bill Vogelsong Sample Deacription; Analyti.cal Report: SB-9 0-z� n�t� sa�,iea. 05/o�/aooa Tequesta, FL Time Sampled: 12:35 Willow Glen Date Reaeived: 05/08/�0�2 Collec�ed By: Client Reportable Sxtr. Anly. Parameter Resulte Ua�.ts Method Limit bate Date A�nalyst .. .. i ..iii�::.r.y; v. ��;:i��^ ,��-.�'��:; ............. .'�`?'.- ..� . ............... ' Pexcent Solid 96 $ SM2540B O.ld 05/09 p5/09 EP �;' a , j , ;� ��;...:: ��.`..;;:>;��.':':f�:::'tas;,c:��rx�w>:<:•:t+�:°- � ��b'.�M�`�'.�i :�i:+..ifV�' $ri:<:r:•;'::^`:;;;Y:`r,'�i.`•;:t;:°, rsenic B1?L mg/kg (dw) 3050/5010 0.52 05/10 OS/10 ZL All analyses were gerformed using EPA, ASTM, NIOSH, USGS, or Standard Methods and certified to meet NELAC requirements. Flaga: BDL or U-below reporting limit; DL-diluted out; IL-meets internal lab limita; MI-matrix interference; NA-not appl. Flags: CFR-PbJLU xule; ND-non detect(RL estimated); NFL-no free liquids; dw-dry wt; ww-wet wt; C(#)-aee attached USH code FLDEP Flags: J{#}-eatimated l:surr, fail 2:no known QC req. 3_QC fail g32 or �RPD; 4:matrix int. S:improper fld. proto ol FLDEP F1ags: L-exceeds calibration; Q-holding time exceeded; T-va2ue < NIDL; V-prasent i� blank FLDEP F1ags: Y-improper preaervation; B-calonies exceed range; I-result between MmL and PQL QAP# 980126 DOH# E66240 NC CERTp 444 �.�8p$Ctf btill @C�, SUH DOHq 86122,86109,E86048 ADEM ID# 40850 CT CERT# PA-0122 SC CERT# 96031001 TN CEBT# 02985 DSACE GA CBRT# 927 $t�V� lton VA CBRT# 04395 USDA Soil PeYmit# 5-35240 C`Z1QIlt Technical Svcs . Manager � VS Biosyatems 3231 NW 7th Avettue Hoca Raten, FL 3343I (888)B62-5227 � Client #: WPB-88-050501 Page: Page 1 of 1 Address: ARCADZS G&M, Inc. Date: 05f13/2002 712 US Highway 1 Lc�g #: L63166-28 Suite 200 North Palm Beach, FL 33408 Attn: Bi11 Vogelsong Sample Descript3on; AnalyticaZ Report: �8-10 D-1' Date Sampled: 05/07/2002 Tequesta, FL Time Sampled: 12:55 Willow Glen Date Received: 05/08/2002 Collected By: Cli�nt Reportable 8actr. Anly. Parameter Results Vnits Method Limit_ Date Date Analyst h?;'ry';;::;:h�:� ::yi,c{'r iF� �`'�i:� ". ... .>:,;.rr.yy, . . Sr,�� ':ti^'t'•�'v,::::i� ' � r�{if:.} . •w..w• �!R,��i:i}�•.. A.��. :}:, Y� , � ::, I::::}:::•i' v, ;:.4.5 Percent Solid 98 � SM2540B 0.14 05/d9 05/09 FsP ' �4�:4'.��'��.PS.�.��r �;E::'2Y:?�FT�. � �iv� {:%�.� �;''�:�� Arsenic BDL mg/kg {dw) 3050/6Q10 0.51 05f10 Q5/ip ZL� All analyses were performed using EPA, ASTM, NIOSH, USGS, ar Standard Methods and certified to meet NELAC requirements. Flags: SDL or U-belom reporting limit; DL-diluted out; IL-meeta internal lab limits; MI-matrix interference; NA-not appl. Flags: CFR-Pb/Cu rule; ND-non deteat(RL estimated); NFL-no free liquida; dw-dry wt; ww-wet wt; C(#?-Bee attached USH code FLDEP Flags: J(#1-estimated l:surr. fail 2:no known QC req. 3:QC fail tR or �RPD; 4:matrix int. S:improper fld. pro ocol Fz.nEP Flags: L-exceeds calibration; Q-holding time exeeeded; T-value c NIDL; V-present in blank FLDEP Flag9: Y-improper preservation; H-calonies exaeed range; I-result between hmL and PQL QAP# 980126 DOH# E6624D NC CERT# 444 Respectf L1�J t�EEfl� St78 D4H# 86122,86109,E86048 ADEM ID# 40850 CT CERT# PH-0122 SC CERT# 96031001 TN CERT# 02985 USACS GA CERT# 917 Steve Walton VA CBRT# 00395 USDA Soil Permit# 5-35240 C`Z7.�?lt TeChnical Svcs. Manager � OS Biosystems 3231 Ni9 4th Avanue Hoca Raton, F'L 33431 (888)862-5227 � Client #: WPB-88-05d5a1 Page: Page 1 of I Addrese: ARCADIS G&M, Inc. Date: 05�13/2002 712 US Highway 1 Log #: L63166-31 Sui�e 200 North Palm Beach, FL 33408 Attn: Bill vogelsong Sample De�cription: Analytical Repart: SB-11 0-1' Date Sampled: 05/07f2002 Tequesta, FL Time Sampled: 13:15 Willow Glen Date Received: 05/�8/2002 Collected By: Client Reportable 8xtr. Anly. Parame�er Results 8nits Method Limit Date Date Analyst � <.; [ � .::<>::;;::<.:��:<:`:::_::: 7:.`.RA, i':{ Percent Solid 95 � SM2540B 0.10 05f09 OS/09 EP ��'�. '�':�.. . .....>>''::,;..;.:--„ :•::ir ?:.::% �Arsenic •Y 0.77 mg/kg {c�W) 3050/6010 Q.53 05/10 05j10 ZL All analyses were performed using EPA, ASTM, NIOSH, USGS, or Standard Methoda and certi£ied to meet N6LAC requirements. Flags: BDL or U-below reporting limit; DL-diluted out; IL-meeta internal lab limita; MI-matr3x interference; NA-not appl. Flaga: CFR-Pb/Cu rule; ND-non deteet(RL estimated); NFL-no free liquids; dw-dry wt; ww-wet wt; CI#l-see atCached USB code FLDEP Flags: J(#I-estimated l:surr. fail 2:no known QC req. 3:QC fail #R or �RPD; 4:matrix int. 5:improper fld. protocol FLDEP Flags: L=exaeeds calibration; Q-holding time exceeded; T-value < i�IDI.; V-present in blank FLDEP Flags: Y-improper greservation; H-coloniee exceed range; I-reault between MIDL and PQL QAP# 960126 DOH# E6624fl NC CERT# 444 Respect Ub Ct@C�� SLTB DOH# 86122,86104,E86048 ADEM ID# 40850 CT CERTq PH-0122 SC CfiRT# 96�31002 TN CERT# 02985 USACE GA CERT# 917 Steve V�3}.tOI1 VA CERT# 00395 USDA Soil Permit# 5-35240 CZ].@Ilt Technical Svcs . Manager � US Biosystems 3231 NP7 7th Avenue Boca Raton, FL 33431 (868)862-5227 � Client #: WPB-88-050501 Page: Page 1 of 1 Address: ARCADIS G&M, Inc. Date: 05/13/2Q02 712 US Highway 1 Log #: L63166-34 Suite 200 North Palm Beach, FL 33408 Attn: Bill Voge2song Samgle Descripta.vn: Analytical Report: SB-12 0-1' na�� s�PZea: Q�/o�/aooa Teque�ta, FL Time Sampled: 13:35 Willow Glen Date Received: 05f08/20Q2 Collected By: Client Reportab2e Sxtr, AnZy. Parameter Results LTnits Method Limit Date Date Ax�a].yst ¢:.X?'r��r.�:..:.:::i!'.:..� ,- r . ' , ., '�.�'�El;�':�k@�.�:"::��iaf3��':':::;:i:�:;;:;: �:`:; ;s;: Fercent Solid 95 � SM254flB 0.10 OSj09 05/09 EP � �^' ,�,+ " i��+r.'t:yf'+ .......... ,y„' , ih4�:�a'��W'�Jf;:�i�•:`..�r.. �'::'.'•,`�.'.�.��'.-.'S:'�'A^t<.<::{,. Arsenic 0.74 mgjkg (dw} 3050/601Q �.53 05j10 05/10 ZL • All analyses were performed using EPA, ASTM, NIOSH, USGS, or Standard Methods and certified to meet NELAC reguirements. Flags: HDL or U-below reporting limit; DL-diluted out; IL-meets internal lab limita; MI-matrix interference; NA-not appl. Flaqs: CFR-PbJCu rule; ND-non deteot(RL estimated); NFL-no free liquids; dw-dry wt; ww-wet wt; C(#)-see attached USB code PLDEP Flags: JI#)-estimated S:surr. fail 2:no known QC req. 3:QC fail �R or tRPD; 4:matrix int. 5:improper ld. protocol FLDEP Flags: I.-exceeds aaiibration; Q-holding time exceeded; T-value <�L; V-present in blank FLDEP Flaga: Y-improper preservation; B-colanies exaeed range; I-result between t�II7L and PQL QAP# 980126 �H# E86240 NC CERT# 444 Respect itted SUB DOH# 86122,86109,E8604B AAEM ID# 4085Q CT CERT# PH-0122 SC CERT# 960310Q1 TN CERT# 02985 USACE GA CERT# 417 St£'VE Walton VA CERT# 00395 USDA 9oi1 Permit# S-3524Q Client Technical Svcs. Manager � IIS Biosystems 3231 N9� 9th Avenue 8oca Raton, FL 33431 (888)862-5227 . Cl.ient #: WPB-88-050501 Page: Page 1 of 1 Address: ARCADIS G&M, Inc. Date: 05f13/2002 712 US Highwa.y 1 Lag #: L63166-37 Suite 200 North Palm Beach, FL 33408 A�tn: Bill Vogelsong Sample Deseription: Analytical Report: SB-13 0-1' Da�e Samgled: 05/0'7J2002 Tequesta, FL T3m� Sampleds 14c00 Willow Glen Date Received: 05f08f2002 Collected By: C1_ient Reportable 8xtr . 1!�ly. Parameter Resu].ts Unite Method Limit Date Date Aaalyst ' ,�?#±l� f�'#�?;':',.,�,,'f :i::............. Percent Solid 96 � SM2540B 0.10 05f09 OSf09 EP � .i:N,.ry: t.:�:y:;% ;lj��' J 4WW��!Vl��:�':�'ri:S:}f,:;i,'. � {:::iit'�.';{: �i:� i; �i:�:?'�'^:Y::?:? �'. . Arsenic 1. mg/kg (aw) 3oso/�ozo o.sz os/i� 0�110 zL All analyses were performed uaing EPA, ASTM, NIOSH, USGS, or Standard Methods and certified to meet NELAC requiremente. Flaga: BDL or U-below raporting limit; DL-diluted out; IL-meets internal lab limits; MI-matrix interference; NA-not appl. Flags: CFR-Pb/Cu rule; ND-non detect(RL estimated�; NPL-no free liquids; da-dry wt; ww-wet wt; C(#1-$ee attached USB code FT,DEP Flags: J{g)-estimated 1:aurr. fail 2:no known QC req. 3:QC fail �R or tRPD; 4:matrix int. 5:improper fld. protocol FLDEP Flags: L-exceeds calibration; Q-holding time exceeded; T-value < GIDL; V-present in blank FLDEP Flags: Y-improper preservation; 8-colonies exceed range; I-reault between NIDL and PQL QAP# 980126 DOH� E$6240 NC CERT# 444 Respectf m' ted SUB DOH�t 86122,86109,E96098 ADEM ID# 40650 CT CERT# PH-0122 SC CERT# 96031001 TN CERT# 02985 USACB GA CERT# 917 St@VG Walton VA CERT�i 00395 USDA &oil Pex'mit# S-35240 CZlEIlt Technical 3ves. Manager • US Hiosystems 3231 No9 ?th Avenne Boca Raton, FL 33431 {SBB)862-5227 . Clieat #s WPB-88-05050I Page: Page 1 of Z Address: ARCADIS G&M, Inc. Date; 05/13j2002 712 US Highway 1 Log #: L&3166-40 Suite 200 North Palm Beach, FL 33408 Attn: Bill Vogelsong Sample Description: Analytical Report: SB-14 0-1' Date Sampled: 05/07/2002 Tequesta, FL Time Sampled: 14:15 Willow Glen Da�e Received: 05f08/2002 Collected Hy: Cla.ent Repartable Sxtr. Anly. Parameter Results IIaits ffiethod Lim3t Date Date Analyst }� i�y f � y, v`^ fi!� ,ii?' ••:�}y;tY;4: Ti�; •'.... . iAik+i�iN,� • � � �5. "if?v.'•:3ff.ii '-ii�:v"r'v::.ti ' '• �'.��.�..� � f .. �:::::,:•:.;2`�� Percent Solid 97 � SM2540B 0.16 05/09 05/09 EP . �� r. �::; ° .•:': : v;; ' ff'rt{;: } :; : ::�< : ;;. �:itS:,;;;; � ArseniC BDL mg/kg {dw) 3050/6010 fl.52 OS/1.Q 05/10 ZL • Al1 analyses were performed using EPA, ASTM, NIOSH, USGS, or Standard Methods and certified to meet NELAC requirements. Flags: BDL or U-below reporting limit; DL-di2uted out; IL-meete internal lab limits; MI-matrix interference; NA-aot appl. Flaga: CFR-PbJCIi rule; ND-non detect(RL estimated); NFL-no free liquids; dw-dry wt; ww-wet wt; C(#)-8ee atCached USB code PLDSP Plags: J{#)-estimated i:aurr. fail 2:no known QC req. 3:QC fail �R or �RPD; 4_matrix int. 5:improper fld. protocol FLDEP Flags: L-exceeds calibretion; Q-holding time exceeded; T-value < NIDL; V-preaent in biank FLDEP Flags: Y-imgroper preservation; S-colonies exceed range; I-result between NIDL and PQL QAP# 980126 D9A# E86240 NC CERT# 444 Respectful [Rl ed � SUH DOH# 66122,86109,E86Q48 ABEM ZD# 40850 CT CERT# PH-Q122 SC CERT# 9643i401 TN CERTt# 02385 USACS GA CERT# 917 $�G.'V@ Wd tan VA CERT}k 04395 USDA Soil Permit# 5-35240 Client Technical Sves. Manager • US Biosystems 3231 NW 7th Avenue 8oaa Raton, FL 33431 (888)862-5227 • Client #: WPB-88-d50501 Page: Page 1 of 1 Address: ARCADIS G&M, Inc. Date: 05/13/2002 712 US Highway 1 Log #: L63Zb6-43 Suite 200 North Palm Beach, FL 33408 Attn: Bill Vogelsong SampZe Desc�iption: Aaalytiaal. Report: SB-15 0-1' Date SaatpZed: 05/a7f2002 'Tequesta, FL Time Sampled: 14:35 Willow Glen Date Received: 05/08/2002 Co?le�ted ��r: Client Reportabl.e Extr. Anly. Parameter Results Units Method Limit Date Date Anslyst ��.l:�::��.�r":�Gf'�:�i�:z's....,.,.. `s"µ":�'�.. ... . ....... . .. Percent Solid 96 � SM2540B 0.10 OS/09 05/09 EP �(' � : ��'�>: � - f i+�%"': � :k't;�' ::?s::� . �r��.!��., ti•` +±:t:� iS.L. i;?: ti' f^i {:t::•i:iiii: ±:��;:;::+:• Arsenic BaL mg/kg ta�) 3050JS020 o.s2 os/io 0�/10 zL All analy$es vere performed using EPA, ASTM, NIOSH, U54S, or Standard Methods and certi.fied to meet NELAC requirements. Flaga: HDL or U-below repoxting limit; DL-diluted out; IL-meets internal lab limita; MI-matrix interference; NA-not appl. Flage: CFR-Pb/Cu ruie; ND-non detecti� estimated); NFL-no free liquids; dw-dry at; ww-wet wt; C{#1-see attached U5B code PLDEP Flags: J(#f-estimated i:surr. fail 2:ao known QC req. 3:QC fail �R or tRPD; i:matrix int. S:impropeY fld. protoco2 FLDEP Flags: L-exceeds calibration; p-holding time exceeded; T-value < MDL; V-present in blank FLDEP Flags: Y-improper preservation; S-colonies exceed range; 2-result between AIDL and PQL QAP# 980126 DOH# E86240 NC CERT# 444 Respectfu bm �eC�, Bt18 DOH# 8612Z,86109,E66fl48 ALlEM ID# 40fl50 CT CBRT� PX-Q122 SC CBRT# 96031001 TN CERT# 02985 USACE GA CERT# 917 Steve Wa tOri YA CfiRT# OQ395 US➢A Soil Permit# 5-35240 Client Technical Svcs, Manager � OS Hiosystems 3231 NW Tth Avenue Bcca Raton, FL 33431 (888)86Z-5227 . Client #: WPB-88-0505(�1 Page: Page 1 of 1 Address: ARCADIS G&M, Inc. Date: 05/13f2002 712 US Highway 1 Log #: L63166-46 Sui�.e 200 Nor�h Palm Beach, FL 33408 Attn; Bill Vogelsong Samgle Desorip�ion. Analytical Report: SB-16 0-1' Date �ampled: 05/07/2002 Tequesta, FL Time Sampled: 14:55 Willow Glen Date Received: 05f08/2002 Collected By: Client Reportable 8xtr, Anly. Parameter Results Units Methad Limit Date Date Aaalyst i . ........... :iJi w : '3::::.i:: u,�. �..f��: i ��ii.-'.� �: 'iii::.�, � Percent Solid 97 � SM2540B 0.10 05/Q9 05j09 EP � ..; ::;>:«;::;: >::n r....�,.r, M1: .•., : . : : :::•r ::• �,.::: � � �zi>�iRi�iw:i`�::::;'^i:v'::i:hv%k'%:::;Ci�';:::�?�:?::`•: Arsenic BDL mg/kg (dw) 3050/6Q10 0.52 05/10 05/10 ZL � All analyses were perform�d using EPA, aSTM, NIOSH, USGS, or Standard Methods and certified to meet NELAC requirements. Flags: BDL or U-below reporting limit; DL-diluted out; IL-meets internal lab limits; MI-matrix interference; NA-not appl. Flags: CFR-Ph/Cu rule; ND-nan detect(RL eatimated); NFL-no free 2iquids; dw-dry wt; ww-wet wt; C(#)-see attached USB code FLDEP Flags: Jt#}-estima[ed l:surr. £ail 2:no knoan QC req. 3:QC fail tR or kRPD; 4:matrix int, 5:improper fld. protocol FLDEP Flags: L-exceeds calibration; Q-holding time exceeded; T-value <[�L; V-present in blank FLDEP F2ags: Y-impraper preservation; H-colonies exaeed range; I-result between MllL and PQL QAP# 980126 DOH# E86240 NC CERT# 494 Respectfull 1t , 8UB DOH# 86122,86109,E86048 ADEM ID# 90950 CT CERT# PH-0122 SC CERT# 960310�1 TN CERT# 02485 USACE GA CBRT�! 917 Steve Walton VA CERTi� 00395 USDA Soil PermitYk S-35240 Cl.].2I1t Technical Svcs. Manager � IIS Hiosystems 3231 N6P 7th Avenue Boca Raton, FL 33431 (888)862-52Z7 • �'" � �aboratory Task order No.JPO. �to. CHAIN-OF�CUSTODY RECORD paye —�-- of� �RC,�D{�S GERAGHTY&MILL I �~ Project NumberlName W�`� V�r�. ANALYSlS ! METHOD ! SIZE � f� j"iY, Project Location TPe�.eS`he. .��— C � � Laboratory �� B��'�F�� Project Manager _�;L r � --- V Sampler(s)fAffiliation� ��-�� y Dat�rne Q *� Sampfe IDlLocation Matrix Sam led Lab ID � Remarks Total al �B-1 Q- �� aoc� � R r�y. ,,,.. ,. p,� t �Z. Sg-1 .. � t�c� 1 �'�'' � a �e t C3 _ �,g-1 _2�7 � � tc� , � QJ�.,. i � c�t �Q � �a� � - \ �' _�.�� 1-� lo.zS i � - _ t � � 'SQ�,�_ �- �a� W3� 1 S�- Q - 1 ` loss 1 ( � � t-a` �too t �" " - 1 c� �r, 6�-3 _��. i�oS �� .,__.��'t fl-� � ' _ t i ��. � i ��1 �' �t�a I ° � - I ►L y�i- �_ 3' 1�aS t � i t3 _� a-� ` , l i ��f _ S6-S"_�,- �! t, S 1 � � 1S $-� �- #^ tty0 1 I 1 Sampie Matrix: L= Liquid; S= Solid; A= Air Total No. of Botiles/ i5 Container Relinquished � Qrganization: Date 1 / Time Seal Intad? Reteived by:__ �"�_—_._ Organiza#ion:��,5 f�f� Date ��! � 7 Time �`� � , Yes No N/A Relinquished b: —`� Organization: �`5 �ir.> Date � Y /c.�"'�.—Time '�� Seal Intact? Received by: Organization: L6t3 Date `�1 ,��- Time �� Yes No N/A Special Instructi ons/Remarks: ., Delivery Method: � in Person C3Common Carrier Lab Caurier ❑Other SPEC4FY SPECIFY aa �.nw r • • t" `' Laboratory Task Order No./P.O. I�o. A CHAIN•�F RECORD Page °� of� ARGaiDIS GERAGHTY&MILLER Project Number(Name y5! �S ��.•1�P-� ANALY515I METHOD ! SIZE J J/'/`'�/ �G�j Project Lacation.__(, �-° �'i L- �� rJ Laboratory �5 �OS V '"'�'1�^'�� Project Manager �91 U ��.�h �(� Sampler(s)lAffiliation�. { -� � �� `� DatelTime /��/�� Sample IDlLocation Matrix Sa pled b ID " Remarks Total t� �-_6 0-_� . � a . ��s 1 � � � t t7 � 5 b � � E$ ��_�__..r� 3� � 1 � l C r9 5�- a--t � 1 � Z� �6�� t -a.' f zr Sg-7 �- �,' � � �� _s��_ �_r ` 5 � � �° �- -�' � � _�� t �� -�' �s t 1 � S� - �i _.._.L- a � � � �.7 5 B-`� �2 a.uf i 2$ 8-ra p-� �____ IaSS l 1 '� � �� _ j ' y �p � 1 3c -Ci� ' !'So5' � Sample Matrix: I. = liquid; S= Solid• A= Air Total No. of BotCles/ Containers Relinquished by: C C)rganization: Date T „ / / Time Seai Intact? Received by: `` � flrganization: � (°_._..._. Date y � i:�`l Time `'� � t� Yes No N/A Relinquished by: �rganization: � Qat� S�� /b E, � Received b:_ Or anization: Date �! 1�2- Tm � �`-� Seal Intact. Y - 9 � Time _ �° Yes No N!A Speciat lnstruc#ianslRemar s: _ pelivery Methad: ❑ In Person OCommon Carrier Lab Courier ❑Qther SPECIFY SPEGFY • • .�-:. _ . �"' �aboratory Task Order No./P.O. No. CHAIN -OF-CUSTODY RECUR� Page -.-�— of� AR�AE�IS GERAGHTY&MILLER , / /�/ Project NumberlName �"t ! A� C�lv°� ANALY515 I METHOD ( SlZE Project Locatian T'P4tie5h. . �L J�;�� Laboratory � ��/ Project Manager � �`� 0 }�. Sampler{s)JAffiliatian o+�¢. � DatetTime Sample IDiLocation Matrix Sam Ied �eb ID Remarks Total �l Sg-l\ a- � ��` t3 ( 1 Q..� �� 5g �- � , i-� 1 �� _��_�.�' ► � as l t � � f�- I t t� 1 1 ,�s �� ! 1 � t ��: ��`�_ � � ( '� .�� O-t'_ i�iaa 1 1 __.s� �-a` � � � s�-}3 . a �' »�D , � �t� T _5S�_�� o-t' : � �s t �t J c, g' 1 y—i'.� I u � 1 �2 �_,� �.-�' a � � �.3 SK-.L� . p t �� -'� -a' �t 5 -3' r Sample Matrix: L= Liquid; S= So�id; A= Air Total No. of Bottles/ Containers Relinquished by: Organization: Date / / 02 Time �= 3�� ' Seal Intact? Received by: � Organization: �2—'�j1 � Date 5�'� /��,_Time�3 ,'�'Z a Yes No N/A Relinquished by:_ Organization: � �c� Date �'Z-.Time J'� Seal Intact? Received by: Organization; Date �� Time _�_ Yes No N/A Special InstructionslRemarks: _� D.elivery Method: O In Person ❑Common Carrier Lab Courier ❑Qther SPEtIFY SPEOFY • • �:; . �'t' �.aboratory Task order NoJ�o. No. F CHAIN-OF�CUSTODY RECORD Page-�--- of�.- A�SC�DIS GERAGHTY&MILIE ( /� /� Project Number/Name j" `��'�(i" �-! {'�� ANAlY515/ METHOD ! SIZE � Projett Location_��iL�� / 1/��L'+� Laboratory ��'-'' � t ��/`/ ��' _T� � Project Manager n�� 1 v — '�V Sampler{s)/Affiiiation S �� Date�Time �q Sample ID/Locat4on Matrix Sampled Lab ID Rema�ks 7otal �i�G' .�i °` t Iri �" � t r j '�� 'S � .!�'J `� { f Le 7 --- - ,�� . � ,'►` esoo 1 � �t b� - t �- 3' .�c ;1,c,� s � Q 1 � I � � -- __ � — — ------ �q; - ' i �f1. . .�. � Samp(e Matrix: L� i.iqUid; 5= Solld; A= Air Tatal No.�o 8a n s Relinquished by: LC 4rganization: Date ! 1 Time Seal Intact? Receivedby:� � _ _ Organization: � Date� �??'� � Time 33 � Yes No PUA Relinquished by; Organization: v- �� pate J.�' id '�. Time `� Seal lntact? Received by: Organization: � Date �"��..__._._�/ � Time _�Gf .� _ Yes Nv NiA Specia l InstructionslRema rks: Delivery Method: � In Person ❑ Common Carrier �Lab Courier ❑Other SPECIFY SPEUFY ,_ _ „_, • ��.,.� ... _ � Y � .�4__ ..� ��d�J • Client #: WPB-88-0505�1 Pags: Page 1 of 1 Address: ARCADIS G&M, Inc. Date: 05/16/2002 7Z2 US Highway 1 Log #: L63327-1 Suite 200 North Palm Beach, FL 33408 Attn: Bill Vogelsong Sample Description: Axxalgtical Report: SB-8 1-2' Date Sampled: 05f07/2002 Tequesta, FL Time Samp].ed: 12:20 Willow Glen Dste Received: 05/I4/2002 Ccllected ey: Client Reportable �ctr. Anly. Parameter Results 17nits Method Li.mit Date Date Aaalyst .,:. ...:,: t �.,.r: <•f,�. $$I;3 I ..GT"u'3..�':��,�;" f':;:; �� { %�ii;;.i'; Percent Solid 96 � SM2540B Q.10 05J09 05f09 BP � .��;x.�iof�.� <:�:a::•::�:.;;.;r.i;:.#:.�r::�?ti::..:::5,%i#tS?2'i:?,::iti>'�;? .'�i ��i ��;C%::::::i:�:v::::.':::;: �senic 1.5 mgfkg (dw} 3050f6010 0.52 05/15 05/16 ZL All analyaes were performed using EPA, AS'IM, NIOSH, USGS, or Standard Methods and certified to meet NELAC requirements. Flags: BDL or U-below reporting limit; DL-diluted oat; IL-meeks internal lab limita; MI-matrix interference; NA-not appl. Flaga: CFR-Pb/Cu rule; ND-non detect(RL estimated); NPL-no free liquids; dw-dry wt; ww-wet wt; C(#)-see attached U3B code FLDEP Flags: J{#)-eatimated l:surr. fail 2:no knoan QC req. 3:4� fail 4R or �RPD; 4:matrix int_ 5:improper ld. pro ocal FLDEP Flags: L-exceeds aalibration; Q-holding time exceeded; T-value < NIDL; V-present in blank FI.AEP Flags: Y-improper preservation; H-ooloniea exceed range; I-result between t�IDL and PQL QAP# 98012fi DOH# B86240 NC CERT�1 444 Respec s itted Si3B DOH# 86122,66109,E8604B ADEM ID# 40950 CT CSRT# PH-0122 SC CERT# 96031001 T21 CERT# 02485 IISACE GA CERT# 917 Steve Walton VA CERT# 00395 USDA Soil Permit# 5-35240 Client Technical Svcs. Manager ;� � �� Nr � : �o�� US 8losystems 3231 NW 7th Avenue Straa RaCOn, FL 33431 (868}862-5227 � � � . � � Client #: WPB-88-050501 Pa e: Pa e I of 1 Address: A.RCADIS G&M, Inc. Date: 05/16/2002 � 712 US Highway 1 Log #: L63327-2 Suite 200 North Palm Beach, FL 33408 � Attn: Bill Vogelsong Sample Description: Analytical Report�: SB-�3 1-2' Date Sampled: 05/07/2002 � Teguesta, FL Time Saa�aled: 14:Q5 Wi11ow Glen Date Receivedc �5/14/2002 CQll��ted H�r: Cli�nt � Reportable Sxtr. Anly, Parameter Results IInits Method Limit Date Date An�l�r�t � �tii�':��`.'�.','�.�C�;:."'.�', Percent Solid 96 � SM2540B 0.10 05/09 OSj09 EP � {�,,[,�,i.�j, ...;x$:::y'; f�,",' r.a�f3.i'S:; ::; �'�..?:`•:;v,`.'t:';:�:<?:;14'.',"£�,:'•:: 4K5?�i�tii��'�i:f;:S:2+{,:L,Y;;:S:;:;rif;:�:: r.+.•S>:o»:r: a::.5,. � ArseniC o.9i mg/kg {�tw) 3d50/6014 o.sa os/�.5 05/16 zx� � All analysea were performed using EPA, ASTM, NIOSH, U3G5, or Standard Methods and certified to meet [dE:.AC requirements. Flags: BDL or U-below reporting limft; DL-diluted out; IL-meeta interna2 lab limits; MI-matrix interference; NA-not appl. Flags: CFR-Pb/Cu rtxla; ND-non detect(RL estimated); NFL-no free liquida; dw-dry wt; ww-wet wt; C{#)-see attached USB code FLDEP Flags: J(#}-estimated l:surr. fail 2:no known QC req. 3:QC fail �R or �RPD; 4:matrix int. 5:improper fld. pr tocol � FLDEP Flags: L-exoeeds calibration; Q-holding time exceeded; T-value < MDL; V-present in blank � FLDEP Flags: Y-improper preservatioa; B-colon3es exceed range; i-result betaeen NIDL and PQL � QAP# 984126 DOH# E86246 NC C�SRT# 444 Respectf itted I # SL7H DOFi# 86122,861Q9,E6604B ADEM ID# 40850 CT CERT# PH-Q122 SC CERT# 96D31001 TN CERT# 02485 � U6ACE GA CERT# 917 Steve Walton i VA CERT# 00395 USDA Soil Permit# S-35240 Client Technical Svcs . Manager 1 4 f � � � � � US Bioaystema 9231 IiW 7th Aveaue Soca Ratan, FL 33431 (888)862-5227 • �` ��i `�� horatory 7ask Order NoJP.O. No. � CHAIN -OF-CUSTODY RECORD Paye---�-- of� ARCAQIS GERAGHTY&MILLER -- ";! � a �'� �,.�. Projed NumbedName �tlm •v t,�v+��Fl��! J�7 �lp � ANALYSIS � METHOD / SIZE .,� ti'��-*,,"^^� 7` :1� � � Project Location ��:C!, � ,� Y laboratary d" ' �'� £j��"�'� U Project Manager �k 1 G � Sampler(s)/Affiliation �� %��,� � DaY�me � =' ,,,._> > • Sa le Ip/Location Matrix Sam led Lab ID "' _ Remarks Tota1 d � � f' //!AP '� CJ�� .. � t,. ... r 02. y �! -,? ��- y' S :� " Qf , � f p � r � � �� [ 1 V` 041 _ / Z.' ..�r' J yt , ,.-- ., , . - � c l�r .S Total No. of Sottlest Sampte Matrix: l= Liquid; S= Solid; A � Air Containers Relinquished by:.c� —`�"� Organization: �'��s Date ��p � f� �' Time j��'� Seal Intact? Received by: �t''� ��--� Organization: Date 1 1 7ime �..____� Yes No N/A Relinquished by: Organizatian: Date � 1 Time Seat Intad? Received by: Organization: �'� Date �O �/r 1 vz Time_ (��l� Yes No WIA Specia! instructionslRemar s: Delivery Method: ❑ In Person ❑Common Carrier ❑ lab Courier ❑Other SPEOFY SPECIFY � �'n vir�d y�re i�� 48D5N.W. 2irdltvenue Bnca Ratae, �'L 3;�431 5E1-989- edyne@be/!so CER�FICATE 4� AI+TALYSIS ARCADIS 2i, Zan 772 I1.�. �Ii,�way �ne Suit� 204 Report: 2002/0536b Nanh Palm Beach, �L 334U8 Sample No: 2042/053b6- 1 Attenxion: 'VUilliam D. Yagelsong, P. G Praject: YF001177.000]. Willow Glen 4645 Cfluary Line Road Jupiter, FL Collected hy; Jason Pugsley Collected on: 05117102 SA►Mp'LE ID: WGl Recalved an 05/1�J02 PARAM�TER RE$ULT METB�� DL IIN�TS L3ATE ANALF3T Arsenic SDL 200.7 O.t�1t� rng/[. 05/2tJ/t}2 1%JC , Analysis containea heretn conform to EPA, Standerd Methods and DEP approved methods per E�vitactyne Comprehensive Quali#y Assurartce Plan No s�aa�.� . Subcontracted anelyses are denoted by cettification number in the analyst column. AN relevant qu�fity assurance s8mples were within specified contra�l �' limits unless otherwise steted. Uncertz�inties for test results are available upan request. �. Envirodyne certiifies its test resutts meet a11 requiraments of the NEI..AC Standards, where appiicaDle. � For questions, ptet�se call the projecfi msnager at the number listed above, This is the last page of the report. See battom of page far totat psges. � �'��'c�.`�,r� _ 1Jl,scs�t. r�.,► ' �,�' Project Manager Quality Assurence Director Analysis Performeit in Ac�ardance wich E.P.A. Methods ��QB Review�� Laboratory Cenif�doa No. E86188 B L— eiow Detec'�o'�L anf DL=Detcsrian Limit 1 � � laboratory Tastc Order N�./P.O. No. CHAIN -OF-GUSTODY RECORLf Page � of-L ARCAI}IS GERA6HIY&MILIER ,�o�pnl l77. � ( Project Num6er/Name ��p � � ANALY51� ( MEiHOD / SIZE Gfd�� " Frojed Locatio� `� '�'�.-�'��'�'� �Q --�f� ,(p� Laboratory �"�'��;� �'�{' .�V Projeet Manager ��.:- �+� �s?�� Sampier(s)!Ai#ileation �� s • L� / ��J Dateliime Remarks Total 5am te IDlLocati�� Mauix Sam led tab ID /� � 'a f � . � :!' / � � Sample Matrir�: L- liqu�d; 5= 5olid; A= Air Total No. of BottJ+es/ Contai�ers Relinqulshed 6y: Organization: «' Date Time = Seal Intact? Received by: Organizatkn• �� pate -r �/�u A� Tirne 1 t �_ `�_ '� � Yes No WA Reiinqukhed by: Organization: ^� Date. s� L� � Q Time �� Seal Intad7 Received by: Organization: ► Date_, �v? Time l�'�� Yes No NJA SpeciallnstrucY emarks: Delivery Method: ❑in Person �Cornmon Carrier [�ab Caurier ❑Other ZPltiY � � .} :��.. t �. ; ::��: ; ��, �:t V'j' _ �i n y- �Y v 4'.. m , :� � �gu; :. �^'?��«-y �'�'. 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' C� �� w • F�`� �,,, .' y„ t�, : s f ;�,.,. �.. :: y <:.�-` ..,. s `'k;� rJ "'�"" ;. ..�""°'"'" w ' ., � ,, �. r � y ..� _ �4�':. �,�` "'"` ..^- ;� � �.„ . �`y„�'' t�'� �...Rrt%�"�ya- ,"""„ � ,r � 3.""5�""_`'` "'"��, f s.� . �� r � � �� Ay � " �� x .�. , '^tt,�' . ?' " ,. : .✓':" - r � � ro��" '�'. �` �..�: �� .�� °�� Clieat #: WPB-88-t150501 Page: Page � of 1 Address: ARCADIS G&M, Inc. Date: fl7/Ol/2002 712 US Highway 1 Log #: L6�860-1 Suite 200 North Palm Beach, FL 33408 Attn: Bill Vogelsong Sample Descrip�ion: .Analytical Report: CS-1 Date 3ampled: 06/28/2002 Willow Glen; Jupiter, Florida Time Sampled: 09:05 PFOOl177.OQ01 Date Received: 06/28/20�2 Collect�ed By: Client Reportable Sxtr. Anly. Parameter Re�ulta TJnita Method Lima.t Date Date Ana].yst . .� Y .. .: y ... � .. ��t } � ,. :y.�;?i+"?i+;?:f 2 �.._„�s,,,�,�� _1 .'.5'4ip%f: -...'..� ............. Percent Solid 95 � SM2540B 0.10 06/28 06/28 KB t ~ ..�'!A6"�i�'rf��.��y,��2. j .f :y �f:'.�.?'�.`.':'i .�..�..�r�: a '.: • • ' : :;::•:;. ., senic 0.6Z mg/kg (c3w) 3050f6010 0.53 06f28 05f29 ZL All analyses were performed uaing EPA, ASTM, NIOSH, USGS, or Standard Methad� and certified to meet NELAC requirementa. Flags: eDL or U-beloa reporting limit; DL-diluted out; TL-meets internal lab limits; MZ-matrix interference; NA-not appl. Flags: CPR-PbJCU rule; ND-non detect(RL estimated); NPL-no free liquids; dw-dry wt; ww-wet wt: C(#I-aee attached USB code FLDEP Flags: J{#)-estimated l:aurr. fail 2:no known QC req. 3:QC fail fR or irRFD; 4:matrix int. S:improper fld. protocol FLDEP Flags: L-exaeeds calibratian; Q-holding time exceeded; T-value c 1�nL; V-present in blank FLDEP Flaga: Y-improper preservation; 8-colonies exceed range; I-result between MDL and PQL QAP# 980126 DOH# E85240 NC CERT# 444 Respec 8 1ttG'Cl� SUB DOH!{ 86122,86109,E8G04B ADEM ID# 40850 CT CERT►{ PH-0122 6C CERT# 96031pQ1 TN CSRT# Q2985 USACE GA CERT� 917 St.@VE W�Zt021 VA CERT# �0395 USDA Soil Permit# 5-3524Q C�.l�Ilt. Technical Svcs . Manager • IIS Biosystem�s 3231 N�"Ith Avenue Boca Ratcn, HL 33431 (B8S)852-5227 • Client #: WPB-$8-050501 Page: Page I a� 1 Address; �iRCADYS G&M, Inc. Date: 0�/U1f20Q2 722 US Highway 1 Log #: L64860-2 Suite 200 North Falm Beach, FL 33408 Attn: Bi11 Vogelsang Sample Degcriptian: Anal.ytical Report: CS-2 Date S�mpled: 06j28/2Q02 Willow Glen; Jupiter, Florida Time Samplede 09;10 PFfl01177.0001 Date Received: Q6/28/20Q2 Collected Sy: Client Repartable Sxtr. Ax�ly. Parameter Resulta Uaita Method Limit Date Date AnaZyst i, �� +i �:i'z<;�r:.fJ:�. - a-� - �' . •'"•".�' r r.��7t9�..�'.,��,.,€��:`�,..�''",',.:��`,c ;�;�; Percent Salid 93 'k SM2540B 4.10 Q6j28 06f28 KB � ; �'?k�:�:::?j" x;< . �ti� j �,',M1, M1 ..; Ru3•�i r.k:v>. Arsenic 1.2 �Iks (aw) 3050j6010 a.s4 asf2s 06/29 zL All analyses were performed using EPA, ASTM, NIOSIi, USGS, or Standard Meth�s and certified to meet NELAC requirements. Flags: BDL or U-below reporting limit; PL-diluted out; ZL-meets internal lab limits; MX-matrix interference; NA-not appl. Rlags: CFR-PhJCu rule; ND-non detecttRL estimated); NFL-no Eree liquids; dw-dry wt; ww-wet wt; C(#)-see attached USB code FLDBP Flaqa: Ji#1-estimated l:surr. fail 2:no knovm QC req. 3:QC fail 4R or �RPD; 4:matrix int. 5:improper fld, protocol FLDEP Plaqs: L-exceeds calibration; 4-halding time exceeded; T-value < MDL; v-preaent in bZank FLDSP Plags: Y-improper preservation; B-colonies exceed range; I-result between f�L and PQL QAP� 980126 DOH# E66240 NC CERT# 444 Respect ��ea SUB DOH# Bfi122,86109,E86048 ADEM ID# 46850 CT CERT# PH-0122 SC CERT# 96031001 TN CERT# 02985 USACE GA CERT# 917 StC,'VE W1�.t011 VA CERT# 00395 U5DA Soil Perm3t# 5-35240 CZ1EIlt Technical Svcs. Manager • Us Biosy$tems 3231 N9P 7th S+ssaeaa� Bo�a Ra+taat, gL 3343t f888)6£s3-522' • Clieat #: WPB-88-0505Q1 Page: Page 1 of 1 Addrese: ARCADIS G&M, Inc. Date: 07/d1/2002 712 US Highway 1 Log #: L64860-3 Suite 200 North Palm Seach, FL 33408 Attn: Bi11 Vogelsong Sample Descriptian: Analytical Report: CS-3 Date Sampl�d: 06/28/2002 Willaw Glen; Jupiter, Florida Time Sampled: 09:30 PF'fl01177.0001 Date Received: 06/28/2002 Colleoted Sy�: Client Regortable Extr. Anly. Parameter Results Units Method Limit Date Date Analyst .. :..:.:.:ro-:4:<;;,r,.p� :i:� �,r>;.y:::<..x.;�, �f::r:L;+'Y•;:�•':.._.�:. 4� 'r, i:�^.• ;9.#:>�° :.;......•.r, ..:.. � :� .� . ;: . ��r�'�4�<:�..:�l�::, �::..:��,<:,:.: Fercent Solid 95 �k SM2540B o.io 06/28 06/28 KB �: ��F�:�? `<.�� : w.'��.�' ij ;;:$;;:;%%�i.,;::?%° ��i;:;:w:%; Arsenic 0.86 mgfkg (dw) 3050/6010 0.53 06/28 06/29 ZL Al1 analysea were performed uaing EPA, ASTM, NIOSH, USGS, or Standard Methoda and certified to meet NELAC requirements. Flaga: HDL or U-below reporting limit; DL-diluted out; IL-meets internal lab limits; MT-matrix interference; NA-not appl_ Flags: CFR-Pb/Cli rule; ND-non detecttRL estimated); NFL-no free liquids; dw-dry wt; ww-wet wt; C(#1 attached USB code FLDEP Flags: J(#)-estimated l:surr. fail 2:no known QC req. 3:qC fail 3R or kRPD, 4:matrix int. 5:improper fld, protocol FLDEP Flags: L-exceeds calibration; Q-halding time exceeded; T-value e MDL; V-present in blank FLDEP Flaga: Y-improper preaervation; S-colaniea exceed range; I-result between MIDL and P¢L QAP# 980126 DOH# E862A0 NC CERT# 449 Respec a mitted SU8 DOH# 66122,86109,E86048 ADEM ID# AOB50 CT CERT# PA-0122 SC CERT# 96031001 TN CERT# fl2985 USACE GA CERT# 917 Steve WL�Zt011 VA CfiRT# 00395 IISDA Soil Permit# 5-35240 Client Technical Svcs. Manager • II� 8ioaystems 3231 Nw ?th Avenue 8oca Ratan, °L 33431 (888?B6a-5227 i Client #: WPB-88-050SQ1 Page: Page I of 1 Address: �R.CADIS G&M, Inc. Date: 07/01/2Q02 712 US Highway 1 Log #: L64860-4 Suite 200 North Palm Beach, FL 33408 Attn: Bill Vogelsong Samgle Description; Analy�ical Reports CS-5 , Date Samgled: 06j28/2Ufl2 Willow G1en; Jupiter, Florida Time Sampled: 09.4Q PF001177.0001 Date Received: t�6�28/24Q2 Collected By: Client Report�ble Foctr. Anly. Parameter Results IInits Method Limit Date Data Analyst "i� _ ' .�r . .:i•:ii}�:` Percent Solid 97 � SM2540B 0.10 06/28 06f28 KB ; • fp,. x:;;�•s �ns:.':~.<�:�r<,,.�„.,..: -: .. . � � ��r4� Araenic BDL mgjkg (dv�� 3450/60I0 Q.52 06f28 06j29 ZL All analyses were performed using EPA, ASTM, NIOSH, USGS, or Standard MeChods and certified to meet NELAC requirements. Flags: BDL or U-below repoating limit; DL-diluted ou[; SL-meete internal Iab 2imits; MI-matrix interference; NA-npt apgl. Flags: CFR-Pb/Cu rule; StD-non detecttRF, estimated?; RFL-no fzee lAquids; dw-dry wt; wcv-wet wt; C(#)-see attached tJSB code FLDEP Flags: J!#1-estimated i:surr. fail 2:no lcnown pC Yeq. 3:QC £ail 4R or �RPD; 4:matrix int. S:improper fld. protocol FI,DEP Flags: L-exceeds aalibration; Q-halding time exceeded; T-value < hIDL; V-present in blank FLDEP Flags: Y-improper presezvation; B-oolonies axceed range; i-result between l+IDL and PQL QAP# 980126 DOH# E8624Q NC CERT# 444 Respect S ltteCl� SUS DOEI# B6122,861�4,E66048 ADEM ID# 40950 CT CERT� PH-0122 SC CERT# 96031001 T'N CERT# 02985 USACE GA CERT# 917 $�2'V@ Walton VA CERT# 00395 USDA 5031 Permit# S-35240 Client TEC21111C8�. cuVCB Manager i g� Air��v�teme 3231 NW 7�h �vanue �oas �st�rs. FL 3343i ;88�}�02-522�f • Client #: WPB-88-050501 Page: Page 1 of 1 Address: ARCADTS G&M, Inc. Date: 07/01/20D2 712 US Highway 1 Log #: L64860-5 Suite 200 North Palm Beach, FL 33408 Attn: Bill Vogelsong Sample Description: Analytical Report: CS-4 Date Sampled: 06J28j2002 Wil].ow Glen; Jupiter, Florida Time Samplede 49:50 PF007.177. Q001 3lat!� ��eiveda t�6/28/2�G2 Collected By: Client Reportab2e Extr. Anly. Paxarae�er Reaults iTaita Method Limit Date Date Ana2yst f KN'f a^' . Yj:y'�Q:;•{i.�y;�i�� V�rf {:?irit r: . , �..i:: : '� '}:'�e 't f : � :v � . "`+ .%♦ ...��,.�..�..�' .. �� > ;�:. _ � �!" a� � i�- <..�..�.:.,: ,a•' : .. �: ... ............. .. . 3,'S2Y`+::::i::f.:si�fi:ii Percent Solid 92 �k SM2540B O. 06/28 06f28 KB r ��` $� f�< �` .� �i } , ` � ; �� • � :;, � ;< �� ; . ; i? %• ' `<: � % � `}' ' ; ' senic BDL mg/kg (s3w} 3450/601� �.5A 06f28 06/29 ZL All analyses were performed using sPA, ASTM, AIIOSH, USGS, or Standard Methode and certi£ied to meet NELAC requirements. Flags: HDL or U-bel.ow reporting limit; DL-diluted out; IL-meeC� internal lab limits; MI-matrix interference; NA-not appl. Flags: CPR-PbjCu rule; 10D-non detect{RL eatimated}; DIFL-no free liquida; dw-dry wt; ww-wet wt; C(q)-aee attached USB code FLDEP Flags: J(#!-estimated l:surr. fail 2:no known QC req. 3:QC fail tR or bRPD; 4:matrix int. S:improper fld, protocol FLDEF Flags: L-exceeds calibration; Q-holding time exceeded; T-valne t MIDL; V-pzesent in blank FLDEP Flaga: Y-improper preservatian; H-colonies exceed range; I-result between hmL and PQL QAP# 980126 DOH# E86240 NC CSRT# 444 Respect S ltt@C�� 'SUB D6H�{ 66122,9fi�09,E86048 ADEM ID# 40850 CT CERT# PH-0122 SC CERT# 96031001 T23 CERT# 02985 OSACE GA CERT# 917 St2V£ �3I�'.OT� �VA CERT# 00395 VSDA Soil Permit# S-3524Q Client Technical SVCB . Manager • iJS 83r�syetems 3B's1 Nw 7th Avenue Boca Raton, FL 33431 i886)862-SZ27 � Clieat #: WPB-86-OS0501 Page: Page 1 of 1 Address: ARCADTS G&M, Inc. Date: 07j(71/2002 712 US Highway I Log #: L64860-7 Suite 200 North PaZm Beach, FL 33408 Attn: Bill Vogelsang Sample Desarzptiox�.: Analytiaal Report: CS-& Date sam��.�a: o�/2s/aoaa � Willow Glen; Jupiter, F"lorida Tiu►e Saa�pled: 11:20 PF001177,QOt?1 DaCe Reaeived: 06j28/2002 CQl.�@CtGC� B� Client Reportable Sxtz. Anly. Paramatar Results Unita Method L%mit Date Date Analyst ��'�„�,,,�i,. t�:+:':�»"Sf'd;�. .. Percent Solid ��• 95 �k SM2540B 0.10 06j28 06J28 KB � l.; ry;*'�:;: i� :' ' 1: ::YG,:i:;Li�'i_'e,'i :-:+:�Ki�.�;}�..M1y� f{: •'i.w ��F:�?�::.�� , .{.;:; f::ti::0'i,: i �>: ii:Y�?:�i: i'riY:{v':�ii:<±K Arsenic sz�� mgjkg tdw� soso/6o�0 o.s� o�/ae Q6/29 zL AlI analysea were performed ueing EPA, ASTM, NIOSH, LSSGS, or Standard i�khoda and certified to meet DTELAC requirements. Flags: EDL or U-below reporting 2imit; DL-diluted out; IL-meets internal lab 2imits; MI-maerix interference; PIA-not appl. Flaqa: CFR-PbjCu rule; ND-npn detect(RL estimated); NFL-no free liquids; dw-dry wt; ww-xet vrt; C(#}-see attaahed OSB oode •I,DBP Flags: J1�)-estimated i:surr, fail 2:na known QC reg. 3:QC fail kR or kRPD; 4:matrix int. 5:impraper fid. protocol �LDEP Flags: L-exceede calibration; Q-holding time exceeded; T-value < MDL; V-present in blank FLDEP Flags: Y-improper preservation; B-colonies e�tceed zange; I-result between hIDL and PQL '.AP1{ 980I26 DOA� E86280 NC CERT�f 44A Reapectf t2C� 'St7$ ApH# 86122,86209,E96048 ADEM ID# 40650 CT CERT# PFi-0122 SC CSRT# 96631001 TN CERT# 02985 :; � SACE GA CERT� 917 Steve Wdl.t011 i .� a C£RT� D0395 tJSDA Soil Peimit# 5-35244 C2ient Technical Svcs. Manager G F n L c. t . � '- r � US Biosystama 3231 NW 7th Avenue Soca RataA, FL 33431 {9$$?862-522? � , ��,._ w T1�$� �S • Cliea� #: WPB-88-050501 Page: Page Z of 1 Address: �iR.CADIS G&M, Inc. Date: 07/{?3/2002 712 US Highway 1 Log #: L64947-1 Suite� 2U{? North Palm Beach, FL 33408 Attn: Bill VogeZsang Sample D�s�riptian: Analy�ical Report; CS-2A Date Samgaleds 07/02/2002 Willow Glen; Jupiter, FL Time Sampled: 09:15 P�'041177.001 Data Received: 07/02�2Q02 CalZeeted Bys Client iteportable Sxtir. Aaly. Pa�ameter Rasults IIr�its �dethod Limit Date Data Analyst � ...��? ��.�:.�'.�.._r.�'�' '. � F �. percent Solid 95 � SM2540H 0.10 07f02 07/02 MG 7 s; . ''«�;s�s��,'`'a�%,.."��:�' s. <z. � rsenic � 0 .�� mg/kg (dw) 305Q/601a a.s3 0�/02 o�/oz ss 1�2.1 analyses were performed u�ing gPA, ASTM, NIOSH, USGS, or Standard MeChod� and certilied to meet NBLAC requiremente, Flags: HDL or U-below reporting limit; DL-diZuted aut; IL-meets interna2 lsb limits; MI-matrlx interference; NA-rtot appl. Flaga: CPR-Pb/Cu Fule; ND-non detectlRL estimated); NFL-no free liqulda; dvr-dry �+t; ww-wet wt; C(A)-�e attached USS aode FLD&P Flags: J!#)-estimated l:aurr. fail 2:no known QC req. 3:QC tail �R or tRPDj 4:maCrix int. S:improper fid. grotocol FLDBP Flags: L-exceeds calibration; Q-holding time e�eceeded; 7-value < NIDL; v-preaent in blank FLDBP Flags: Y-improper preservation; B-colonies exceed rangei Z-reeult between i+IDL and PQL ¢AP# 980126 DOH# E6624� NC CERTik 444 Reapec 8 ].��C.'C� SVB DOH# 86122,861�9,IS86048 ADEM ZD# 40850 CT CSRT# PH-D122 SC CERTfl 96031001 TN CERT# 02985 :JSACE GA CERT# 917 Steve Walton 'VA CBRTi1 fl0395 USDA Soil PermitlF S-35240 Client Technical SVCB Manager • OS Hiaeystems 3231 NVP 7�h Avenue 8oca Ratoa, F'i+ 39431 t888A8E3-5227 • Client #: WPB-88-QSOSOl Page: Page 1 0� 1 Addxess: ARCADZS G&M, Inc. Date: 07/�3/2002 712 US Highway 1 Log #: L64947-2 Suite 200 North Palm Seach, FL 33448 Attn: Bill Vogelsong 3amgle Description: Analytical Report: CS-3A n�te sampiea: o��oa/aoo2 Willow Glen; Jupiter, FL T3.me �ampl,ed; 09:30 PF0011'77.OQ1 Da�e ReCeived: 07/02J2002 �oi3ec�ec� Sy: �I.ient Reportable �ctr. Aaly. Parameter Results IInits Ma�hod Li�m►it Data Date At�alysti , �. n .,,:. , ;, �a . . ...'�` . ...:�.�:"��is� Percent Solid 9B � SM25408 0.10 07/02 07j02 MG � . ....: ; v. ,..., :. . : .. <<r.,. .; ,� . . .; , ;� x , �.,.. ^ , •�:r: :,. , � Arsenic BF3L mg/kg (dw) 3050/6010 0.51 Q7/Q2 07/Q2 SB � Al1 analysea weze performed using BPA, ASTM, NZOSH, USGB, or Standard Methods and certified t� a�eet NELAC requirements. Flage: HDL oz U-beloM reporting limit; DL-diluted aut; IL-meeta internal lab limitsi MI-matrix interference; NA-not appl. Flags: CFR-PbjCu rv2e; ND-non detecG(RL estimated); NFL-ao free liquida; dw-dry wt; wa-wet wt; C(#)-see attached 038 code PLDEP Flags: J(#)-eetimated i:eurr. fail 2:no known QC req. 3:QC fail tR or �RPD; 4:matrix int. S:ia�roper fld. protocol FLbBP Flage: L-exceeda calibration; Q-holding time exceeded; T-value s NmL; V-pxesent in blarilc FLDSP Flags: Y-impzoper preservatipn; a-colanies exceed range; I-rasult between NA)L and PQL QAPI� 980126 DOH$ 586240 NC CERT# 949 R@Sp@Ct�12Y titlt {�� SII8 DOH# 86122,86209,E86048 ADEM ID�F 40B5R CT CERT# PH-0122 5C CSRT# 96032001 TN CSRT# 02985 USACE GA CERT# 917 Steve T�78�.tbA VA CBRT# 00395 USDA $oil Permit# 5 �."1].PAt '1'4.'C�1t11C31 5VC8 Manager . US 8losystsms 3�31 2� Tth Avenus 8oaa Ratoa, FL 33431 4888)862-52Z7 wt • i� �n+�f Y :. �AG�� .iERla.�t��1'&tv��,L�R �aboratory7eskoriierNo.rno.No. CHAIN-OF-CUSTODYRECORD Page { oi� PrDject NumberfName Q('��Lq�f `d`��'�tOh/ (��a,y APJALYSiS i METHOD I SIZE Prajed tocatian 'SvD;�pr��- .. l.aborato t 1.� �i'.� s �/S�'� r ='�'' � ,� ; "�._ � � I � � 1'' t � : ProjectManager � V �,�/ �� '-� � � � Sampler{s?/Affiliation G o �� Dat�me � i;,;a�lf��?" S�'�iS f�i Remarks Tota! Sample 1[)1Location Matrix Sam led Lab iD :{ C - $ ��' iS , � ,,, . _ j ' L 5 a�0 �; � 1 ; - � C, ! a `� , � �_. � 3. _._.. . i i', � Totai No, of Botttesl � Sampfe Matrix: L= Liquid; 5= Soiid; A= Air Containers Relinquished by Organization: Date ,� /�/ d� Time 1n :� Seal Intact? �Vr, 5 Da#e � t� f d� Time J� ��fl Yes No NFA Received by: Organization: S„�$��d�s, Re{inquished by: + Organixatlon: t' IG-' � :�►' Date � 1� !Pl �'. Time �� Seal Intact? Received by: Organization: G�' �� Date 1 t �. t� Time ._.LZ�— Yes No N/A Speciat {nstructions/Remarks: DeiRVery Method: � In Person ❑Comman Casrier b tourier ❑Othe� SPE6FY . SiEQFY K �� • � • 4 • p � �-� . b . ` , t"., m; :r i . � �.. 'r ...'jr� f3.1;;[::3 �rli�}rf:' . . _. _�(�'�' . , S{ � - i1�r. David Sp�ar AftCAtNS GBM, Inc. R.iverside Oaks, LLC 112 U. S. H:ghway One 3'121 S.W. 4'7` AvenuelSuite 307 s° `� � Ft. Lauderdale, Florida 33314-281 S �' ��m °�n Fbrula 33d08 r� ssi ea� oon Subject Fa�c 561 B$t OQ12 Addendum to AssessmentlRemedial Action of Arsenic in Unsatu.rated Soits at Willnw Glen PUD, Tequesta, Patm Beach County, Florida —luly 2002 ENVIRONMENi'A! pear Mr. Spear: t�CAD7IS G&M, Inc. (ARCADIS) is pleased tr� inform Tfiverside t�aks, LLC, that Rt�od Landscape Company (RLC) has completed agpropriate remedial actions of urzsaturated soils that cc�ntained arsenic above the state residenzial soil cIeanup target level {SCTL} of 0.8 milligrams per kiiogram (rnglkg} at the Willow Gien Planned Urban Development (�'UD) in Tequ�sta, Palnr� Beach County, �Iorida. A brief description af the final soil corrective ac#ions performed at the subject site is ��ternber S, 2002 presented herein. � Com�ptetion oi Sn�� em��iai Ac�ia�s Bili Vogelsong, P. G. � Be#ween August l9 and Septernber 4, 2402, AR�ADIS observed RLG perform installation of' at teast a twa-foat thick, clean-sail cap over top the exeavated areas on the Willow Glen PUD. As described in our July 2002 report, RI.0 had previousiy removed the tap two feet of soil froin the excavated areas. The soil c;ap was ins#a11ed to eliminate remaining risks frozn these unsat2al soils. Photographs t�f the soil cap and a site map {Figure 4) autiining the approxiinate lacation of the soil cap are enclaseci. ��!'�#fIC�[!i!q In accordanc� with ti7e provisions of Fiorida Statutes Chapter �92, this letter addendum f�r the remedial actiflzZS ofsoil performet3 at the Willow Glen PUD located in Tequesta, I'aln� Beact� County, Fiarida, has been reviewed by a PrafessiQnal Geolagist licensed in the state t�f Florida familiar �vith �curre�it state assessment and remedial regulations and guidelines. I hereby �ertify that the site remedial �vork c��:scribed hercin tivas perf'ormed in ac�ordance �vith FDEP soil cleanup guic.la��c:e memorand dated January 19, 1996, aiid under rny direct su�ervisia � /� � Gj s --- - -- - ------ -------x- -,�-- ____------ William D. Vc�gelson�, P.�. Princi�a� N}�c3rogeo3o�:ist Siate of Fioric�� Profe�siuti�l I._icel�se :yo. .�2� Se�t�n3ber 5, 20C)' � Euclosures cc: Ben Clattr►it?urg (IZLC) Attachment 3 �� F'hotographs � � . =# , ' ''�� . � 0 _. __ � � Figures . � _""r{N�- ------'--------------- < ^�' - r. ----- - ....- � - - - ----------` - - - ------ �____.- ��' _____. _ � ..J � 1 , . I , � . � sat se3 (<oszl ssa ; � , C . / j r ' jl l � j ! '� I ,, i � ¢ {<e 52) ` ° , ~ {m.52� -_... d i � APPRO%IMATE 60UNUARY ,: , f '. � . OF WIILOW GLEN PUD � ° � ' �� _ ,-1 - , - - --= -- _._._... --- . . _ --- �. � �.. ;, � � :� � � � i , i _°`8a3 � l �� -:, — � �- �_j� � ; _ -- - - - ---- ---s`� ° - - ' � �' t. � `� �1lTfr!! -_� - - - - -- - i � - - — -- - — -- -- - �' ' 1 w,_ 3 �11`�'t: I i i , � � {_. "'..' I :. �w.�_ ' tw sa�s ! 4 _' � ; ; � � i �..°------------ - -- -------.... -- -- -�----- � � _ y :_..q i � , � /�, = � . 1I .� : ... .., � . l� �`!� ! � � __ � I i �052� .... (<0.52) . ...... 1 ' ,. .' ' .-� . '.�58.3'J 88-]! ,' . ... _ � ' t R CPROPER7Y � � �C�yc-2A(�� ea�t . ..-- � I � l _._ _. J l . ' � (0.62 CS:1_ ; __- _ - ., _ . _ _ ___ _-�_____' �-� . � . . a ��, , ; � L _ _ I � 1.3 : sa;tc � "�!� , ,� ; � , � � i � - - � o.ss >K� -��. , Af' ) a - - -.__ r � r � ,� <os'' S1 � -- � - : : ---- --- ----- i � � � , ---- - - � -- ]�� ----- - -.. . . - - '------- -+ ;>' ". � '.'. -^` `' t�'{` - se.� i'\ ' l`vy>" Y' xw. ..x .n�....wr 6' ' _ .._, .. ,� 1.5 " � �i;� �. � <o.so .� . . . . ., ... , � �• w �a) � � I ( <o.sz � � 1 _ _ . ' -5�"'°�? ae o s� ,. , t y-0 ' _-__ . _ ._ � � ' ' ..' <9.51 I�i"'SG$$K0.53 S�-_-;-`,<osz) swa�� ( 1 � <OSt C : 0�)i I (.- - { � 9WMW . � + i ...._ t ,="__-�I � --- `. __ .... - . .- - - ------. . . --. _ . ...---- -- - - � - - �.: � . ,! <o.sz .,-;: . *, <55�) - ------ - � �------- �-- - -- - --- -- - -- - � - \ � msi � - I \.� I ""': ' C'�_��..� ' . . L+ . SB 051 '9&ta SB.Y! o '"µ - �,� C� ' ' �{<A.53) S'(W.52) 86te < -._� � .... .... ' . � � \� .« QW 5Y) 1 _ � � ' ^ - -' , ti, ,' 897?' - S t � � 1 .__... ❑�__.—._.'__�._..�� i � � � , ,,,:. b ----------_—___..�.._ g 0.51 OSi LEGENO �- _ _ _ _ _ _ _ _ � � 0.41, 1,4 t0.b1 �� SB-14 O SOILSPMPLELOCATION � INOICATESAPPROXIMATEEXTENT Z.9 �.53 WG-i • 7EA�ORARVMONITORWEILLOCATiON OFSOILGA9 `��`�� SWMW G SALTWATEHMONITORWELLLOCATINi `�'�"� {<0.52) SO�L AftSENIG CONCENTHATIC{i {mg�kg) '+F �aNFIftMATORY SOIt SAMf1.E I.OGATION 0-� � . t-2 ft 0.91 na�+�c coracerrrr+nnora lmyncgJ 2a R 2.4 (eoin �oicnres nns��c ccr+c�wanon � 3-4 ft<p_St IN 5AMPL£ EXC£EDS STATE RfS�D£NT1AL F 4-5 �<0.53 DIRECT E%POSURE lEV£L OF O B n�g+kg) § {OA16mgtl} GROUN�WATERARS@1)CCONCENTRAPON(mp0.) � 011.7 i ii71)a 6 r �v�sa,vccscwr�c« cwm flGt� � rvo oa� ' _" '___ � � "'-- � "' "� "" """ " -'- ��-- -- -- - APPROXIMATE EXTENT OF 50lL CAP � �? I�R�IS -- - .. -�- �`-�- "'--�---�- - - `----' AUGUST • SEPTEMBER 2902 � __ _—_ . .... �. _____�- _. � ,�rus n��w<ro�c.snii �xc _. ___. n > --. ._- _ --__—___ _ uwaw++.ee.ue��mas ' r,�,r�auxeEr.cnnw+vnuwe .___---___ '_. .Eazsrnnomw � � � � • August 27, 2003 Mr, Bert Clattenburg, C.E.O. Rood Landscape Company, Inc. 4546 county Line Road Jupiter, FL 33469 Re: Clean Up of Near SurFace Soil Pesticide Sfiorage Locker Area Dear Mr. Clattenburg: Pursuant to the receipt of Mr. Vogelsong's letter of today, this is to confirm #hat we will proceed with the closing as scheduled. However, this is contingent upon Mr. Vogelsong providing a letter directly to Independent Community Bank confirming; 1- That the levels of contamination, based on the 8-22-Q3 soil samples, is within the acceptable level for #he property as presently used • (commercial). 2- That, per your authorization, Arcadis �vill oversee the removal of all contarninated soil and replacement with clean soil, wi#hin the next #wo weeks. 3- That, subsequent to the completion of #2, Arcadis will retest the soil and provide documentation dirPrtly to IndepPr�r��nt rc�mrr�uni!y Bank that #he SCTL is then in compliance with the residential site guidelines. Please review the above with Mr. Vogelsong and have him provide me wifih a IetEer a/s/a/p confirming their willingness to proceed accordingly. I must have a letter from Arcadis, at least by fax, by the time we close today at 4:30 p.m. Shoufd you have any questions please call. Best regards, Michael L. Phillips, Senior Vice President • Attachment S • • . . �'�f 4 1 � �Irr . ARCADIS G&M, I�c. lt7flvStfUttUt�, bilJ(CllnG+.,s, L�174/lfOt�1T?el1f, Cf)�IJ7UITiC�flOftS 712 t1.5. Htghway One Suite 200 North Pa1m Beach Florida 33408 Mr. Michael Phillips Tel 561 881 0077 Independent Community Bank Fax 561 887 �12 250 Tec}uesta Drive/Suite IQI www.arcadts-us.com Tequesta, Florida 33469 Subject: Cleanup af Arsenic-�rnpacted Near-Surface Soils @ Pesticide Storage Lockers, Rood ENVIRONMENTAL Landscape, Inc. facility, 4546 County Line Raad, Jupiter, Flazida Dear Mr. Phillips: Enclosed is a brief Ietter report that describes the cleanug of the previously reported p �� : arsenic-irnpacted near-surface soils at the Pesticide Storage Lockers (PSL) at the 5eptember ] 0, 2003 Rooci Landscape, Ina (RL) facility Iocated at 454b County Line Road in Jupiter, Flarida. Contaa: Blll VOg8180rig Soil Remedia#ian & Cleanup Verification EXtensiqn: . On September 2, 2003, RL performed excavation of the arsenio-impacted soils to an 16 estimated depfih of 1.5 feet below grade at the Pesticide Storage Lockers and a small unpaved area east of the PSL that might have received PSL runoff as shown on the Email: � enclosed photographs. On Septernber 3, 2403, ARCADIS collected soil samples {CS- wvo�elsan�(a�arcadis- � 1, CS-2 and CS-3) from the base and walIs of the excavated areas and delivered these us.com samples ta a stat�certified laboratary for anal�rsis of arsenic to confirm the adequacy of the sail cleanup effarts. The laboratory results indicate that arsenic was reported our ref: below detection limits (less than 0.53 milligrams per kilogram (mg/kg)) in the three PFOOfl9130002 soil samples. Copies of the sample Iaboratory analytical reports are enclased. Based on the results of the soil confirmatory-cleanup samples collected from the excavated area at the PSL and the small, unpaved area east of the PSL, tl�e remaining near-surface soils in these site areas do not contain arsenic above the state soil cleanup target levels of 0.8 mg/kg for residential use or 3.7 mg/ltg for commerciaUindustrial use. ARCADIS appreciates the apportunity to assist Independent Community Bank and Rood Landscape Inc. in the cleanup af the arsenic-impacted near surface soils at the Pesticide Storage Lockers. If you have any questions or wish to discuss tl�is letter, please contact me. • Part of � (�igc�e? pictt�re Attachment 6 ARCADIS . Sincerely, ARCADIS G&M, Ine. � f - �� , � �_ William D, Vogelsong, P. G. Principal Scientist Enclosures cG: Bert Clattenburg (RL) • • ea��: � �� . �� Q -.' � � � �� H��..� • Client #: WPB-88-050501 Page: Page 1 of 1 Addre�sa ARCADIS G&M, Inc. Date: 09/04/2003 712 US Highway 1 Log #: L80635-1 Suite 200 North Pa1m Beach, FL 33408 Attn: Bi11 Vogelsong Sample Descriptiaa: Analytical Report: CS-1 Date Sampled: 09/03f2003 Rood Landscaping: Tequesta, FL Time Sampled: 09:05 PF000913.0002 Date l�eceived: 09/03/2003 Collected By: Client ReportabZe 8xtr. Anly. Parameter Reaulte Units �dethod Limit Date Date Analyst f �� y :ir:.:::: �j a ? , :; � s:�. �A:RI��:>Y7�37F .}::i}:;;iy;'r.:>�'i:i':c;: �::..... . . ... Percent Solid 97 � SM2540B 0.10 09J03 09/03 KB • ��:'��;;;'��:�:::"'::�:>`>:� :v��`ry��:��;? Arsenic BDL mg/kg (dw) 3050/6010 0.52 09f04 09j04 LL All analysea were performed uaing EPA, ASTM, NIOSH, IISG3, or Standard Methoda and certified to meet NELAC requirementa. Flags: BDL or U-below reporting 2imit; DL-diluted out; IL-meets internal lab limite; MI-matrix interference; NA-nat appl. Flags: CFR-Pb/GU rule; ND-non detect(RL estimated); NFL-no free liquids; dw-diy wt; wvr-met wt; C{#)-eee attached US$ code FLDEP Flags: J{#)-estimated l:�urr. fail 2:no knawn QC req. 3:QC fail �R or icRPD; 4:matrix int, 5:improper fld. protocol FLDEP Flags: L-exeeeds calibration; Q-holding time exceeded; T-value � NIDL; V-present in blank FLDEP Flags: Y-improper preservation; S-colonies exceed range; I-reault between NIDL and PQL 4�# 980126 DOFi# E86240 NC CERT# 444 Respect lttiEC�, SUB DOH# 86122,85109,E86048 ADEM ID# 4D850 IL CERT# 200020 SC C6RT# 96031001 TN CERT# 02985 USACE GA CERT# 917 Steve Wal GOSl VA CERT# 00395 USDA Soil Permit# 5-35240 Client Technical SVCS . Manager • IIS eiosyatema 3231 t�v 7th Avenue Saca Raton, FL 33431 (888)852-5Z27 • Clieat #: WPB-88-050501 Page: Page 1 of 1 Address: ARCADIS G&M, Inc. Date: 09/04/2003 712 US Highway I Log #: L80635-2 Suite 200 North Palm Beach, FL 33408 Attn: Bill Vogelsong Sample Deecrip�ion: Arialytical Repart�: CS-2 Date Sampled: 09/03/2003 Rood Landscaping: Tequesta, FL Time Sampled: 09:10 PFfl00913.0042 Date Reaeived: 09/03f2003 Collected Hy: Client Reportable Sxtr. Anly. Parameter Results Units Method Limit Date Date Analyst f�<.fi;:.::.��.aw-„ :w:. -:�»{:: .� . . „ , � , : y , � . .,... ,,..:..; _„ � �r4;� .. . ..... �igfiu... .� . . •!� z'r1�'�.�i£�3.'.�; Percent Solid 98 �k SM2540B 0.10 09/03 09/03 KB . ... $ .{: • :•i�k:•':;f:.:�u,' ' N `••:" • �'• '�`'3.y� � . ..�: � :.... ...'..`...i�'�z#:i;?::z�;F�%;:,.f.' "a..'.��.��'? Arsenic , BDL mg/kg (dw) 305flf6010 0.51 09f04 09/04 LL All analyses were performed using EPA, ASTM, NIOSH, USGS, or Standard Methode and aertified to meet NBLAC requirementa. Flags: BDL or U-below reporting limit; DL-diluted out; IL-meets internal lab limits; MI-matrix interference; NA-not appl. Flags: CFR-PbJCIi rule; ND-non detect(RL estimated); NFL-no free liquida; dw-dry wt; ww-wet wt; C{#j-��e attached USB code FLDSP Flaga: J(#)-eatimated l:aurr. fail 2:no known QC reg. 3:QC fail �R or $RPD; 4:matrix int. 5:improper fld. prot FLDEP Flags: L-exceeda calibration; Q-holding time exceeded; T-value < NIDL; V-present in blank � � FLDEP Flags: Y-improper preaervation; B-coloniea exceed range; I-result between NIDL and PQL QAP# 980126 DOH# E86240 NC CE&T# 444 Respectf 1��@C�� SIIB DOH# 86122,86109,E8SO48 ADEM ID# 40850 IL CERT# 200020 SC CERT# 96031001 TN CERT# 02985 usacE GA CERT# 91� 5teve Walton VA CERT# 00395 usnA soii Permic# 5-35240 Client Technical Sves . Manager � IIS Biosyetema 3231 N9P 7th Avesua 8oCa Rnton, FL 33431 (88$)862-5227 • CI3.eat #: WPB-88-050501 Page: Page 1 af 1 Address: ARCADIS G&M, Inc. Date: 09/04/2003 712 US Highway 1 Log #: L80635-3 Suite 200 North Palm Beach, FL 33408 Attn: Bill Vogelsang Saa�ple Description: Analytical Report: CS-3 Date Sampled: 09f03/2003 Raod Landscaping: Tequesta, FL Time Sampled: 09:50 PFOOQ913.00Q2 Date Received: 09f03/2003 Collected By: Client Reportable 8xtr. Arily. Parameter Resulte Uni�s Methad Limit bate Date Analyat `�iA�+^y�.y}�:.R'<2;Y`�j 'J:�'.�i.;1`Tv»::i?:,�i.'•n}^':i:';!i: ,.+!a y�,� � v.t: • ' .. �. :.�� r .. ...� ' t�+�.....�iGiivia:+':1$:2kia.>:Sy.• ... . . .. -. R . .... Percent Solid 97 � SM2540B 0.10 09/03 09/03 KB ..:: �„•. • • $,; A�� . � ;, �`;:r��'��'�'��iy>�;; 3 Arsenia BDL mg/kg (ciw) 3050/6010 0.52 09/04 09/04 LL All analyaes xere perfoxmed using EPA, ASTP7, DiiOSii, USGB, or Standard Methods and certified to meet NELAC requirementa. Flags: BDL or II-below reporting limit; DL-diluted out; IL-meets internal lab limita; MI-matrix interference; NA-not appl. Flags: CPR-Pb/Cu rule; NA-non detect{RL eatitnated); IdFL-no free liquids; dw-dry wt; wav-wet wt; C(#)-see attached IISS code FLDEP Flags: J(#)-eatimated S:surr, fail 2:no known QC req. 3:QC fail �R or $RPD; 4:matrix int. 5:improper fld. protocol FI,DEP Flags: L-exceeds calibration; Q-holding time exceeded; T-value < h4.)L; V-preaent in krlank � FLDEP Flaga: Y-improper preaervation; B-colonies exceed range; I-reault between NIDL and PQL QAP# 980126 DOH# EB6240 NC CERT# 444 Respectf b tted SIIB DOH# 86122,86109,E86048 ADEM ID# 40850 IL CERT# 20d020 SC CERT# 96031001 TN CERT# U2985 IISACE GA CERT# 917 Steve Walton VA CERT# 00395 USDA Soil Permit# 5-35240 Client Technical Svcs. Manager � IIS Biosyetema 3231 NNVfP 7th Aveaua 8oca Ratoa, P'L 33431 (886)862-5227 i �� ,'�� A�CADI� g�C�3.��`� � f borat r Task Order NolP.O. No. �/.�- CHAIN-OF-CUSTODY REC 9 _ Project Number/Name �s��_{„2c,��_ �„�. �p.�,� ANALY515 ! 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"�, �. � >t:,: ;� ♦ • • • r T �� / /' Laraclscape Artliitcr#5 Planners En��ironr�mnta) Consu!lants � l.�i�l�l� I�L �E.f�,� 11VL��i'ir V'��1.i3�ilE—�t'�t�15t?CIdZfS,�qC. r N� l lr. , �oidl.,t��•��'�`...i E osi'.. .li. t )' 11.,h.,n.•l .lti .'+ b„di fSu. r.,n.�,tr� i .6„ �'��: � July 14, 2016 Ms. Nilsa Zacarias, Community Development Director Department of Community Development Village of Tequesta 345 Tequesta Drive Tequesta, FL 33469 Re: Petroleum Contamination Remediation Summary and map- Old Rood Property at 4546 County Line Road - Proposed Key Estates Senior Living Community Dear Ms. Zacarias: As requested please find here below a short summary of the petroleum impact history and recent developments at the proposed site. Historv of Petroleum Impact on the Site: Two diesel Underground Storage Tanks (UST) were removed in December 1988 and were replaced by two fiberglass USTs, which were subsequently removed from the site. From the spring of 1999 to lune of 2000, Arcadis performed site assessment activities, and received results of volatile organic aromatics (VOA) and polycyclic aromatic hydrocarbons (PAH) greater than Groundwater Cleanup Target Levels (GCTLs) as defined • by Chapter 62-777 of the Florida Administrative Code (FAC). In March 2001, the Florida Department of Environmental Protection (FDEP) approved a Remedial Action Plan (RAP) for the clean-up of dissolved petroleum reported in the groundwater at the former Rood Landscaping Company (Rood) location. The RAP specified for the use of air sparging/vapor extraction (AS/VE) wells. The system was installed in December of 2001, consisting of 4 shallow and 12 intermediate AS wells with an additional 5 VE wells. The system began operation in March of 2002, with vapor extraction ending in July 2002. The system ran for 2 years, and was shut down in September 2004. In January 2005, the FDEP approved a RAP modification to modify the existing system with an additional nine shallow AS wells, two additional vertical VE wells, and new remediation equipment. The system was restarted in February 2006. In December 2008, Arcadis removed 4,400 tons of petroleum impacted soil. On April 5, 2012, Shaw Environmental Inc (Shaw), abandoned several wells on site, including monitoring wells DW-F, IW-L, IW-F, air sparge wells AS-45, AS-105, and micro-well PZ-2. On April 2 through April 9, 2012, Shaw removed a total of 1,168.83 tons of impacted soil from the site. This soil was disposed of at the Okeechobee Solid Waste Management Facility. A total of 481.35 tons of number 57 gravel (57 stone) was used to backfill the excavation up to the water table. (see Shaw report for well locations) Further tests were done by Ecotech and their June 2015 vadose soil investigation, along with their recent historical soil analytical data, confirmed source removal and remedial action activities were successful at cleaning-up site, with results below SCTLs for all vadose zone soil samples. Groundwater contamination was however identified with dissolved phase hydrocarbon contamination • identified in MW-4 (above GCTLs) and MW-7 (above NADCs). Further wells have since been installed at the 1t1I); C'cat�a�3��rcc t_an��, 5:�sic� ltlt Ju'�i#er, II<>rscl�� .�:��15#i .;f,t-i�.5 �).5.4� 5#,1-ii.5.52fi{l Fix w��ti�w."L�h�s.eum . . � • • Key Estates Senior Living #14-0902.1 luly 13, 2016 • Page 2 request of PBC ERM and monitoring continues to determine the best remedial strategy. (please see supplied report March 2nd 2016) Ecotech has determined that groundwater flow is generally toward the northwest in the shallow aquifer. Recent Developments: Meetin� with Palm Beach Countv ERM A meeting was organized by the applicant on July 7 2016 at the Village with the PBC ERM and during the meeting the site manager from PBC ERM hydrologist and geotech engineers Alicia Andersen who has been following the petroleum restoration, and Clint Thomas another engineer present from PBC ERM stated: "there is no concern for human health hazards from petroleum contamination as it currently exists at this site. However, if a water supply or irrigation well is constructed in the petroleum contamination plume, there would be a concern." (please see attached Memo dated July 11 2016, from Alicia Andersen) Any proposed irrigation well will be placed with the advice of a specialist consultant. Those documents will be submitted to the Village for final review and approval. The following are concerns of the Village which were discussed at the July 7 meeting between the Applicant, the Village and PBC DEP. Please see the meeting notes from Alicia Andersen enclosed. QUESTION: Does this impact and remediation of said contamination affect where buildings can be placed on this site? RESPONSE from Alicia Andersen: "In the proposed development plans, the location of existing petroleum • contamination would be covered partially with vegetation and asphalt for a driveway. PBCERM has no concerns with the plan and confirmed with the developer that PBCERM would have future access to site monitoring wells" Sincerely, Gentile Glas Holloway O'Mahoney & Associates, Inc. (2GH0) �,,�-- ,,,°" George G. Gentile, PLA, FASLA, LEED�AP, BD&C Senior Partner Enclosures: 1. Palm Beach County Environmental Resource Management — Meeting Notes — July 11, 2016 (submitted to Village July 12, 2016); 2. EcoTech dated March 2, 2016 — Assessment Report (submitted to Village on July 8, 2016); 3. Partner Engineering and Science dated July 12, 2011(submitted to Village on July 8, 2016); 4. History of Petroleum contamination of site (Shaw Environmental, Inc.) 5. Groundwater Analytical Map: Impact zone (page 3 of this letter) • O:\Key Estates Tequesta Sr Housing 14-0902\Information & Research\Environmental Report\7.13.16 Cover Petroleum Contamination v3b tFr.docx � � i l� a A � � �t_ �`�' � .. .. � .�, �rr4�.ht+`N - .a � �n . �, �_ � _ ,.....-- ' ' '^""" . � ; }� 1d +, ..- ._ - '_Y {. � �,� � i '� {} �..-��..� ' ....-,^�,. .. �� ^ + � F4 ' � r"' � .tt.'Aw':' .�rl� �, � �� ` { � t�'. � � � � ry *��' ` j}rj'fl' ""�'..�.-M^ 1�4I5: ';'}• ' 1 i. - .- Y � .i �.-�{ . 71 � * •"-- � � � �31 ��z � . � .�s'� �'" �'. ,. , , ,.-��, � .a,. ,• , � ° :.� � - ` " b° ' ` 3s`F;x r.w��at.u� 1�°, 1 � . lriti'*-'.:�SM�.'�S4z:vs�+ �.�yyg #a�'_--�"' '� _�� ., �l �� f. � �}` � i�ha+.°' ��Y ^. :{ � C e+. l�^+ '� e2 �t��.Et�t� ^ ' S � t�� :E ��T . � . 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' v�v ;uh " • �i�H e �i� C ' '` �tii.`�'"'_�i�` rty �teiet�'�� -�►� 't �t „ � . _� . ,> �� i ,i(•:?, �,., �;� � � �.. ,.� �.le4i��i; ��A ,�.'i-A , 6'�". ,.�� i , , .,.n°t ' �`.. tl ' �1� ' -�:�r � � ; ''' y �,�� F � .��'] �t^T'..�.--^ ^.`��,:`` . : 'A� � �� . �`(�l��t� '\R� ' �` .:..+�r_-'. . . r rw• ' "' � ,..---^' "�r bC�' I �1 � ` ` '+ e _ �M+ �� e, � a��_ ,. ,.. nC%—�'' �� 31'0�1 � ��Pl�"�89 t.� • ?iF1,.,.� � 1'S"S� �"k� �({� �� tiO11V�' ��.p'r 1131M1 �� 4k 5� �� .. ��.�t>�Tf3��•It�"°' � ; � 2J0 ��v.snCrY. f1` b{' � � �-F _,.. � R w y j O 1 -- �r^` � u �#: � ��1'� � dW � �� N .v Kj M � W � � N � � � ,., a � � . � � 4 COMMUNICATION �QG Site Manage Aficia Andersen ��-�ui-ls � m �eade Mark Williams Reviewed by 7� [] eam/LP : Pafm Beach County Facility ID: 508623103 PO# Completed: PO#ADCA39 Address. 4546 County Line Road Tequesta, FL 33469 Discharges Date Score Program 12J20J1988 61 EDI - � .. , •� . . . Curreni COtllpafly �ifapplicable) Thomas Faure Romanelli, Owner dwner - _ . _.. .. , _ Name & Title Email Phone Address Key Estates � tfr@kev-estates.com 1-�315-690-6$37 1200 Brickell Ave-18th fl, Miami, FL 33131 RP Company 1 if applicahlel (if different rhan owner) Name & Title Email Phone , ,., , _ _ _, _ .__„ �,. _Address � . , i t urrent Date Person ConWtted � Method I Conversation betails ..._...__..»... ._._.. _. . . ....a� .._.......w_.. . ,.__,.:.... , . _ ........... �..__.. ..... ., ..� �,_. . �._...._....�...,.�..M.�. ..._...�..�.. �......... Ow»er 7/8/2016 owner In Persc�n see attached meeting notes ; --- - - --- ___..;-- -- -- -- _� _._.. ..---- � - - -- _ _-- ____ ; __------.. --- -._.__ _._----._. -- -- - - - ---.. : _ .......--- . . ..- -- - - - ---- . . _..-- -- ---- ------... .. ..._—_._... , f- ; ; � ! � -- ; ----- ---- -- . . ----- ------ _ _ _ _-- ------ - - - -- ---- ------ --- - _-�__ � ' 1 t � � I I Rp Date Person Contacted Method ' Conversation Details (if differen! _... _.. ., . ..�. _.. . ... . . _ .. . . .., _...., ._,__ �. a. .. . . . __. than ownerj • - ... . . _ - --- -- — _ .._._._... _.. Attachment 1 . ,�� i �' �� .. . ��R�A Memo To: fILE ;:th From: Alicia Andersen, P.G,, Palm Beach County ERM Date: Ju1y 11, 2016 Subject: July 8, 201fi MEETING N(3TES FACN: 508623103 SCORE; 61 Site Name: Rood flutdoor Environments Address: 4546 County Line Road, Tequesta, Palm Beach County DRF: 1 2120/1 988 — EDI ELIGIBLE A meeting was held on July 8, 201fi at 3:30 pm at the Village of Tequesta Town Hall located at 245 Tequesta D�ive, Tequesta, FL. This was an informatianal meeting regarding #he subject site and #he status of the e�s#ing petroleum contaminatian and remediation strategy with regards to proposed development and permitting cancerns. Additionally, this rneeting allowed the caordination of the proposed development � cons#ruc#ion timeline with the petroleum remediatipn activities. Meeting attendees: Nilsa Zacarias, Director af Development, Village of Tequesta nzacariastc"��tequesta.arg Anna Johnson, Planner, Village o# Tequesta aajohnson �#equesta.o�q Thomas Faure Romanelli, Owner tfr a�")key-estates.com Sam Heady, Deputy Director of Utilities, Village of Tequesta sheady�tequesta,org George Gentile, Developer/Planner George a�,2GHQ.com Emily O'Mahoney, Developer/Planner Emilv(a�2GHO.com Alicia Andersen, P.G., Site Manager, PBCERM aandersenCcr'�.pbcqov.orq Clint Thomas, P.E., PBCERM cthomasCc�.pbcgav.org PBC ERM discussed the history of the site with regards to the discovery and source of pe#roleum contamination in 1988. 7he site's eligibility into the EDI funding program and assessment and remediation activities completed since 1990. In the proposed development plans, the location of existing petroleum con#amination would be cavered partially with vegetation and asphalt for a driveway. PBCERM has na concerns with the plan and canfirrned with the developer that PBCERM would have future access ko site monitoring wells. The PlannerJDeveloper will coordinate with the FDEP Agency Contractor (ATC) to include monitoring wells in the development plans. i � Nilsa, Director of �evelopment, expressed concern about passible human health effects o� exposure from the petroleum contamination. I assured her that there is no concern #or human health hazards from petroleum contamination as it currently exists at this site. Hawever, if a water supply or irrigation well is canstruc#ed in the petroleum contamination plume, there would be a concern. George Gentile, developer, sta#ed that potable water for the development would be from the Village of Tequesta Water Utilities and any i�rigation wells for landscaping would be Iocated across #he property as to not affect the petroleum contamination plume, Sam Heady, Utilities Directc�r will oversee and coordinate #he placement of any planned irrigation welis. PBCERM will copy Sam on all documents received from the ATC regarding petroleum contamination and restoration. Cammunication and coordination will continue with all parties involved as we continue with petroleum restoration and property development. Thomas F. Romanelli, owner was appreciative of the mee#ing and coordination/communication efforts. � � � � � � `� � �� t�� h�,2�� T�CH ... F',nMrr.°n. :.rr�: .,.., ;N� Alicia Andersen, P.G. Palm Beach County Environmental Resources Management Ser�t i�ia email Re: Sapplemental Site Assessment Report - Re»sed Rood Outdoors 4546 County Line Road Jnpiter, Palm Beac6 County FDEP Facility ID#: 54/$623103 Discharge January 21, 2005 {IVP$5-50) Work Order No. ADCA39 Dear Ms. Andersen: Ecotech Environmental Services, Inc. (Ecotech) was contracted by the Floritia Department of Environmental Protection {FDEP) to camplete site assessment activities at the Rood Outdoors site. The subject property is located at 4546 County Line, Jupiter, Palm $each County, Florida. The subject facility is ideniified by the FDEP Facility ID#50/8623103. A Site Plan is included as Figure l. A copy of the FDEP Purchase Order #ADCA39 is included in Attachment A. This interim deliverable has been • prepared to summarize the field work completed January l9 through January 21, 2016 under the current Purchase Order, as well as to make recammendations on the scape of work moving forward, Soil Borings and Monitorin� Well Installation On January 19 and January 20, 20J.6, Ecotech aversaw the advancement of eight soil borings (SB-1 through SB-8) via hand auger and direct push method, along with the installation of five shallow monitoring wells (MW-9 through MW-13) via hollow stem auger. Soil samples were collected from SB-1 {3'), SB-2 (3'), SB-3 (2'), SB-4 {2'), SB-5 (l'), SB-6 (3'), SB-7 {3'), and SB-8 (4') for laboratory analysis of BTEX/MTBE via EPA Method 8�bOB and PAHs via EPA Method 8270C. Additionally, SB-6 (3') and SB-7 (3') were analyzed for TRPH via EPA Method FLO- PRO. Laboratory analytical results for the soil sarnples callected on January 19, 2016, were below Residential and Commercial/Industrial Soil Cleanup Target Levels (SCTLs) for the parameters analyzed. Each borehole was hand cleared using a hand auger to five feet bls. The two-inch diameter PVC monitoring wells were installed via hollow stem auger to approximately 15 feet bls, with ten feet of 0.010-inch slotted screened and 5 feet of solid riser. The screens were backfilled with 20J30 silica sand pack from the bottom of the well casings to approximately one foot above the screen. The remainder of the top annular space of the PVC casing was backfilled with approximateiy 3-4 feet of 30/65 fine grain silica sand pack, and completed with Portland neat cement grout. The PVC monitoring wells were secured at the surface with a water-tighi locking gripper cap. The eight-inch steel manway was set into a two-foot by two-foot monitoring well pad at the surface with the exception of MW-13 iocated on ihe off- � Attachment 2 .� -� �� • • �. . . � .� �' S'upplemenial Site Assessment Report Rvod Outdoors 4546 Gount}• Line Roud, Jupiter, Pa1m Beach County FDEP Facility ID #50/8623103 � Page 2 of 4 site property. MW-13 was completed with a six inch round plastic cover in lieu of a steel manway per the request of the property owner. The �na�itoring wells were developed using a centrifugal pwnp unti] the groundwater was observed to be relativety clear and sediznent-free. The wells pumped continuously at approximately 3-5 gallons per minute without purging dry. Due io the presence of a black tarry, dense, non-aqueous phase liquid abserved in groundwater during the development of MW-13, groundwater k�as druznmed dur'sng its development. Three drums of petroleum contact water (PCW) were generated during develapment. The locations of monitoring wells MW-9 through MW-13 are iliustrated on Figure 1. Copies of the FDEP Soil Boring I,ogs and Well Construction and Development Logs and photographs are included in Attachment C. Soil analytical results are illustrated on Figure 2, and summarized on Table 1 and Table 2, The soil laboratory analytical report is provided in A#tachment A Groundwater Samnlin� Activities Qn 3anuary 20 and January 2 i, 2016, Ecotech personnel coilected groundwater samples from monituring wells MW-1, MW-4, MW-3, MW-7, MW-9, MW-]0, MW-1 l, Mt�-12, and MW-13 in accordance with the FDEP PO. Additionally, mo�itoring wells MW-9, MW-10, MW-i l, MW-12, and MW-13 were surveyed far top-of-casing elevation c�n 3anuary 21, 2016, and tied in with existing wells on-site. Al1 groundwater samples were analyzed in accardance for benzene, toluene, ethylbenzene, total xylenes and metbyl teri-butyl eiher (BTEX/MTBE) via EPA Method $2b0 and petroleum aromatic hydrocarbons (PAHs) via EPA Me#hod 82'70. Additionally, monitoring wells MW-4 and MW-7 were analyzed for TRPH via EPA Method FLO-PRO. � Field activities on were conducted in general accordance with FDBP Standard �perating Procedures {SOP) and industry aecepted practiees. Groundwater monitoring tasks were conducted in general accordance with ihe DEP-SOP-001/Ol FS 2200 Groundwater Sarnpling Protocal. The depth-to-water measurements were gauged and the measurements were utilized to calculate the groundwater elevatian and groundwater flow direction. The groundwater samples were placed on ice in preparation for shipment to Advanced Environmental Laboratories, inc. (AEL) of Miramar, Florida (Certification No. E82535) for analysis. Chapter 62-777 Florida Administrative Code (F.A.C.) provides Natural Attenuation Default Concentratians (NADCs) and Groundwater Cleanup Target Levels (GCTLs) as evaluation cri#eria for dissolved chemicals of concern in groundwater. A review of the groundwater laboratory analytical results from January 2Q and January 21, 201b, indicates ihe following: • Dissolved-phase hydrocarbon concentrations exceeded NADCs in monitoring well MW-7. • Dissolved-phase hydrocarbon concentrations exceeded GCTLs but were below NADCs in manitoring wells MW-4 and lo�IW-13. * Dissolved phase hydrocarbon cancentrations were below GCTLs in monitoring wells MW-1, MW-4, MW-5� MW-9, IvIW-10 MW-11 and MW-13. The depth-to-water (DTW) measurements and calculated groundwater elevation information are sumrnarized an Table 3. The Graundwater Cantour Elevation Map summarizing the elevation data . r� , Supplemerital Site Assessment Reporl Rood Outdoors 4546 Catcnry Line JRoad, Jupiter, Palm Beach Counh� FDEP Facilih� ID #SO/8623103 � Page 3 of 4 obtained is illustrated on Figure 3 and appears ta flow generally tor��ard the northwest. Groundwater analytical results are illustrated on Figure 4, and summarized on Table 3 and Table 4. Copies of the FDEP Groundwater Sampling Logs, field notes and calibration logs are included in Attachment E. The groundwater laboratory analytical report is provided in Attachment F. Summary Ecotech summarizes the foilotving based on the January 19 through January 2], 2016 field event: • Sail sarnples collected on 3anuary l9, 2016, were below SCTLs for the parameters analyzed; • Dissolved-phase hydrocarbon cancentrations exceed NADCs in MW-7; • Dissolved-phase hydrocarbon concentrations exceed GCTLs in MW-4 and MW-13; • Dissolved phase hydrocarbon concentrations were below GCTLs in monitoring wells MW-1, MW-4, MW-5, MW-9, MW-10 MW-I i and MW-l3; • The interpreted groundwater flou� direction is ge��erally toward the northwest. � � t MT Supplementul Site Assessment Report Rood t�utdoors 4546 County Line Road, .Iupiter, Palm Beach County FDEP Facilit}� ID #S�/8b23103 � Page 4 of 4 Conclusions & Recummendations Based on 1he soil and groundwater assessment completed during January 2016, a��d the results of both the dissolved and adsorbed phase hydrocarban concentrations onsite, Ecatech recolnmends the fo]lowing: • Soils are belaw SCTLs 4nsit�e; • Additional definition of the grvundwa�er plume is required and will require remediation; # Eco#ech recommends at minimum, two additional shallou= monitoring wells to be installed offsite; • Addi#ional assessment is required to the west and southwest af MW-l3 offsite in order to define the extent of the shallow aquifer contaminatic�n. Ecotech has proposed these locations at the cnrrent residential property (whom FDEP has a currently executed onsite access agreem�ent) (see Figurc 5); • Ecotech recommends monthly groundwater pump-out extraction events via ��ac inzck at MW-4, MW-?, and MW-13 to reduce to groundwater impacts onsite while a lirnited sc�ope remedial activn plan (LSRAP) is prepared. • The monthly groundwater pump-out extraction events wiiJ offer remedial benefits to the groundwater onsite. Ecotecb has requested quotes from various vac-truck operators in the area and hape to have an idea of costs to complete six months of groundwater pump-out extraction events. * Based an the dissolved phase hydrocarbon concentrations levels �bsen�ed at the offsite properiy and a1 the Rood property boundar��, aggressive efforis should be taken to contrQi further rnigration to the wesi. + The suhject site was scheduled for construction activities sometime in 2016. The site is currently � a leveled, fenced-off, open field. Ecotech had requested construction drawings from the developer to review the upcoming construction plans to review hc�w a remedial system could be designed to remetiiate the affected groundwater contaminated area af the property. The construction plans, to-date, have not been provided by the developer. Should you have any questions, please contact either of the undersigned at {954) 973-7792. Sincerely, Ecotech Environmental Services, Inc. . �j�? J�:9'IG�LJ��'t-- irene Donaldson Praject Manager "1 Trmothy L. Dehen, P.Ci. #�7222, cerl� thal I currentJy hold an uclive license in the state of Florida and I pm eomp��enl through eduration or ex��erience to proride tAe engineerir3g service conlained i» lhis report 1 further certify, d�a! in my projessiona! judgmerrt. this r�port meets the regieirements ofSectrnn b1-770.700, and »�as prepared !n� me or under my responsible charge. Moreover, l cert:fi� that Ecotech Em•ironmental Sen�ices, Ina halds an active Geato�� Business Licen.re #689 ro provrde this geologic consulling service. " ��aii°i?" 'jxr, .ti�`, �n, ry �. ��y�� 4 . ''� Timo#hy . su, Pr+r. Florida � o. 1?22; : Date: '".,a? . r � • � � 1GIJKES i , � � 9 ' {...- _ ------------------------------- ----------� � � �C,; � ' GOUNIY LINE ROAD , ' , . � { IEGEt47 1 , � , ' � IN7CRMEDIATCSH7hITCJRWEILLOCATI!�N 1 �', i ' . , C�EEF'NOnll UN vYE�I LOCATIDN w' ' . ' _ �� ,,,a � 6 f � —. ' � •� er�auow MoN� inre viei.i i a:ni i�N •-c e , � _ _, I � , ' , , � �, ' ; , ' � FBANDONEO 3NTERh7EDIATE MOPoITOR WELL 1.00:ATiOq � I - '�' , (:RASS �RASS � AS�NGM7°_C SHA'_i0\'V NqiJ1T9R tiJEtt LCCA7iCN . � �_. °.., . y , _ ' . � i i � ' I i ��_ p , �_�� ; � ': •� + GRASS I � ' � � , � ) u� a ��"` ' I I I W � � > GRASS � GflA35 K' - � � 0 r I Q I I Z' � W, i F � � � "�"" � � x COWCRElE . ! 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I p � ='�� y CS FlCJkE � AV'R:?%IA1eif' _ � �� `J`/l — � � � _ _ _ LI ��iYr^!:. tl 1�iW� k �' �IIA _ --- FIGV� � :;� �� `�� . :�:,��: :; . .:�. } �... .� _� q �:, �`` d � �° c �;M�' 13 ..��:�. :�;, ,��;s proP°s� '�,�.,. ��.�..� <:�` �_�� : ', a:.�. M :�: .;_ �. ~ ;r . �,s,` . . , •�� "a ' "�,�: � y . . � - ' - p ,i.. � �c � ��I�..: p.k^�, < °S�'� . I i ! "°�. �� p$ „„ ��'; ��*,, "� �i' �,�.,,, r f' a I ;�. op :��<� pC ` 4�a "? '�;� - . c.. _ : M '�'q4 .°x`�'�' �. �� - ;�.;, a: ��' ,. ;, .:: �� ry , 4� � � � 200 9� � feet �� r�,�'1 �ters �� R° C `p 862�'� 03 F P � �ine R° 454� C°un y Jupiter, F� t � � � TABLES • Flqntla CeaaHm�r: �t Er.�.xu��ientel prt�ip�- Buinau d Pa:�da�an Star�e Systems - S�e �.:�:mcr& Rep�xtkg 5 1 TABLE 1: $Qll SCREEt+I1NG SUMMARY Fatillty Nartw: Rood G�tdoor � PaClltty IQ: 8623103 NET - Total PID conceniration 90RIN6 DATE DEFTH 9AMPLE TOTAL CMBON NET NO. C9lLECTED TO RiTERVAL READ�IG FLTER£0 READING CONNFNTS WATER �F9L$ (ppm {ppm) (ppm� V�v� i f3fs'OC,Y.i 5.:5 0-2 h 3 I�oC ior Gab ` E�1 9,0 ---- - - - . ._.µ-- -- A-6 0 0 -- - _ _ 68 0,3 - - ------ -- � - - - - -- 8n06 B --- _ _.- - --- -- - --- . . . lt}12 T{1.B � � - - � - f].7� �.7 `" -- - - - - — - � � -- -- - - --- ------ 7�1,2 VYV•Y OfiiO4JiS �£ O-�I O.O 2 -4 00 �-- -'— -- -- -� -�- -- -�--�-• �� -- 9.D� � - -- - � - �-- 8�8 �.0 - - -- - ° - - _ .�� _. .._ 9.0 . -- - - ia=i2 fl —o _ - ._-- - rz-�i Q.o — -- - - . 15 _ .. O.D..- "- --- -- natii-�t 06N�i;15 E 0-2 4.D _ 2d D.0 '__ _..._..__.'_ a-6 - Q - - - --.. ` b8 t£ - ---- , .__ . ._- ---- � �- 8-10 21.7 - - - - .. .....__ . � 1?12 2G -- - - t _.�_..._.- _� _.... ,__._ ... . __._._ . . . .. ..--- � -- ---- - - 12-1A 1�.3 3 . ., _ . _._....---___.,. ._..__.___._._. .. ._ 15 15.8 � ?AW-,5 Q(�J{d!15 5 J-2 � ---.. ... _ ___.__ _ _.'_ " ____ '__._.._ . ._..._'__ 2�1 C � ". . _ _.. _ _ __.��__.____._._�_____°---.___.__.�_._......... nt C - . . �_... _ - -`- --- -` ___---- --- - --- &8 C --.- ..... - ---. ..... ------ - .. .... .. . ...._ _. B•ttl t . .. .. _...�_ �.,��_ __._._.. _ _____ .--- � - -' ----- .... -- --- - -...-- � --� 1D-12 C --- --- .__...�... .- - a._.� ,�.y� e S - �-- - __...--� - --- — - -.. �s c � - - -- -- -- - ---- - - IAW-6 t7�i{74!t5 �5 42 0 . _ D-d C . _.. Hald k�r Iab ------------- - -.� _ j � _ G . . ._.._ _.. -- -- - � B-iC C � - -- - - ------ ----- ------- - - 10.12 2.5 - --- _.....��.., . --- ---- ':244 _ 10.1 - -----.. _ ._. .- -�-- — --_ 15 15i 53P+MY�.7 C6SOa�S sfi U2 0 2 JI - _ C - --_. _ . . . - ----- 4-6 56.8 11�Id fOr l!b -.. _ �-. .- - -- -'------ 68 2C�0 - ...__._ _ _—.__ .. . _ �- ---- ------- - ° --- &1C A�g �-- --. . ." —.-- .. ..._. .. . _.._ _._. +o-�2 �2a �._ . ?t-ia 717p ----- — - aJ ' '�; ' _ _ "_ ' __ _ .._......,._.� __ _..�......._ bM��B C�Ga�n� �9 al p ._ 2 ._ . .- � --- - � - - - - � - - � ...___. _ .' "' ' .. ' &�_ _ . ' � _ _ _ _ __ -_ ' -- .__ _ " __. _.... __ 8-1U p __ __- __.__." . _....__� _. - - ---- ------ - � ,a�� t.� - — �__ _. ._.___. .. .._... -2-�a u --- ..___ - --- - --. .. --__... -- ts 4 sa��w.� c��aa��s , s aa o z-a o _ .. .. . - - _____ _. _. _ -- __. ---.. _..----- - ____ � o ,—_�-- - -- 6A o - ---- - �------- - e-7P 0 - _. .. a�z n _ _ ---- --- — iz•ia . _� _ _ ---- --- . _ . . . .. -- 55•A Ob+OA/15 +5 62 0 - -. . ._._ _.... _ . ..__...... _ _ _. ��.-- - ... - - -- `-- -- -- 2-e� _ p +4b � -- � - - - ....__....-'---..... _...._...-`--_..___...__.�..�.. .. _ GS 0 &10 �J - --- --- - �- � - Page i ot fi c � FbndaDepsr,TeMO16rm�wmer:W acae::on-8uieauo`P+9UU6�nStaageSysiatnt—S�ta.4ss�srt�eniReForting TABLE 9: SOIL SGREENING SUMMARY � Fxilky Namr: Rood 4utdoa FecNity ID: 8623103 NET = Tota! ?ID cancPniralin� BC�1G CATE DEPTH 9NAPLE 70T/LL CARBQN ?�T NO• � COLIECTEO TO IffTERVAI READINC RILTEREd R&ADItK; COAIMENTS F WA7FR {FBl.3) ip�m) IPt�) �PM�� a�s o - -- - --- . ._ . ._..�... -- ...-- - -_ _�_____ 12-It 0 , . ..___ . -'- - - -' ----... .._. _-- - �- � —--- '5 D � • P�aye ? � $ %lo��ida Grua�iniuni o' 6�vircnme��!ul Pru:actir� - gureuu o!P»: da�en S�e Systm�s - Ske Ascx�ment Repohfnp l � TAB�E 1; SQi� SCREENING SUMMARY Facilicy Nama: Rood Qutdoor � Fatility IC: B6i31G3 NET = ToG�! P10 concentratic�n 84R1l� DdTE DEPTH SNdPLE 70TK CM90N NEt ND. 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Pn 7r :i c.f 5 t , FWdaa 3e{:arhnent c` Emircnme�tal Protecti�i - Burcau o° �ehr� �ur Ste�rnge5y*fe�na - Sfte +�.ssess�neM �eper. ng TABIE 1: SOiI SCREENING SUMMARY � Facility Name: Road Outdapr Facility ID: 8G23103 NET = 7otal PID concentratior B{�1G CATE DEPSN SAMPLE TpTAL CAFi80N NFT NO. COLLECTEO TD INTERVAL REApINii fil,TERED IiEADING COMidEN7S WATER (FBL5� Sppm{ �ppm) {pqh) 4-5 0 . . . — '— -- -- - -� --� ��- � - - ---- " - &10 0 1C-1� 0 ----'- - -- - - - - - 17-14 281 > -- ------ - 15 1,5 � - _..� . _ _ • � P8g> 4 ?f E , r =briJu Dapartmnrt � ErvNa�manl� pr�c6on - Bu�eau d Petra�um SMage 5yste� • She Asxcssmcr.� Fe��irg TABLE 1: SG11L SCREENING SUMMARY Fae7iity Name: Rao� L}utdocr � Facility �: 8fi23103 NE 1= iot� PIU canta�ntrakiun 84RiNG DATE OEPiH BAMPLE TOTAf. ; CAR�N NET NO. C04.ECTEO TO WTERVAL REA�1G : FY.TEREO liEADING COMMENTS WA7ER �fBLSi (pWUj ' ��m� (�m) 884 �ti15,'1n 4 t1.' 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P�yd 1 d 1 � � � rtm - • Qf Environmenlat Proteciism -�s�u of Petroieum Stora9e SYs�ems --Preappiovs4 Program -- Site Asseasm�t ftepo H FlaciAa Department TABLE 3: GROUND�'YATER ELE�'ATION TABLE rn�r ra�uny �n: sq�b�� F'ariliiv i�rme: RcxxlOuid�wrs itef' Cl. ��,� MW-+1 �'acil'�t}� Addresa: 4546 l'ourtYy t ine Rnad, ]up !tit A�ureu��s - Feei t!t) mnless a[lerwise noied 5W M MW � 1 {�y_F. �''''"� Z 1 13 ifW-� �' 2 2 3 S iS wtt.LN4. 2 ]3 �1 $ _�g 5•33 [NA!«SI:TRR 'inofies ` 33 35 ]-13 5-15 Z¢ ��, ?7.92 « : 75 �,A-33 2A.99 wbLLDEriH 30-35 * 'W N'i' k:LEV UTW' �`'P ?0�?4 2R- � s �V A' ` 'P ELEY D tdA r,�a[[ZOINTERVAL r • NA �`� ToC IiLGV4TtON F..V 5 � $ G.65 p 17.67 i.08 24.U3 3.89 D+TE FI., ,V 6.b1 6.70 � 18.14 b. ,�M 25.88 2.0+� S.dS r,ryvl �` �M 19.90 S,U4 3;6!?O15 � A!'ui �;M �,�g�2a 15 Ny � NM li2ot2t)t(, NM MVti`-jl MW-12 �tw-� ;vtw-sa � 2 n�w•� �w-� 2 x is MW-� M��'-b � t l4 IS wFt.t rro. 1 1 S � 5_� 5 5-15 1 iS q.;q `� 24.SS ut�ME�'E:R t u�cwcsl t 5 I S 5-15 26.49 34.48 v.'CLL D�T''I'tt 5_15 { 26.2b 2b.d5 W E'P �L.�V ll'i'W r'P 5-IS 45. 5 24.9fi � µ• P 'C.EV UTN' FP �:LEY xAi `dI SCBF�.N 1NtF,RV �i. 25.10 ' AM roc r:Lrv.qr�nx `, � . .Y . . . 18.5,i b.(�4 �� NM NM DATt? ,[, .�' 18.02 fi.BR N�y{ �'' � 19.04 5.51 ; y� a �ns �y�y �s.q2 s._a 6,'9,'2015 18.26 ti.84 �� 49.ti0 3.t4 21.i8 5_fi7 21.59 �.90 T120%201t� 20.f+d 4,tlb �� NM l%2t2t?16 !�M � WL-LLNO. N1�ti-l3 ? DtAMETEA (ineNos } S w%eu.DE�tn 5.i5 SCR�CNf�tCRVAL I(N: t.L�VATICI'� a5.K4 nAr�: ELBV UTw FP 1f21?2QS4 21.28 A.� '� ,= ot mtasur on p r te ' s_ yV�T,T fit.F?VATIt��I Nt3T APYGICA[II.L i, �, I page 1 of i I TAB�E �; GRiOUNdWATER MONITORING WELL ANA�YTICAL SUM�IIARY Facitity Name: Rood putdoar Facility 1D# 86231o3 I � I �raoc �oo aoo soa zoo sao sooaa CTL'S 7 +10 30 20 2d 5060 Location Scresn Ethyi 7otal int. Date DTW Benzene Tcluene Ben:ene Xylenes M78E TRPH 1VJ-E 34-35 316J2015 i 6.70 0.3& U d.48 U 0.38 U 1,1 U : D.24 U NS ' t _ - - - -- t- f � ', DW-E 7D-75 3l6/2�15 5.45 0.36 U 0.49 U 0.3fi U_�_ t_1 U L 0_24 U NS_ . II I ! _ _ SW-M 3-13 1 31812t115 6.65 0.36 U 0.49 U U.38 U, 1.1 U ; b.24 U NS � - ------ � - � ! i IW-M 28-33 � _ 8.61 0.3& U 0.49 U 0.38 U� 1.1 LI � 0.24 U ,-- NS IW-N 28-33 3/6/2015 ; 5.39 0.38 U 0.49 U 0.38 U� 1.1 U � 0.2d U NS . , . ...---- --- - - -- - MW-1 5-15 6t912015 _" 6.89 0.36 U 0.49 U 0.38 U_` 1.1 W ,_0.2?1_U _ NS__ - � 1fZWZ016 5.09 0,36 iJ 0.49 L! , 0_38_U__�____i.1 U i C?.24 U NS � - - .___ - - -- --- - ---- MW-2 5-15 6/9/2046 7.08 A.3B U �.49 U� fl.38 U; 1.1 U � D.�4 U !US ti1W-4 5-i5 � 6/9l2015 , 3.89 0,36 U fl.49 U Q.381J 1.4 I � 0.24 U j M5 . . . - ---- --- -- - � 1J2012476 ; 2.b4 , d.36 U _ 0.49 U__ �.38 U 1.1 U �_a_2-0 U I fi600 - -- ----- - - --- -- - �- NtW-5 5-15 6�812015 +' 6.84 0.36 l3 0,49 U 0.38 U 1.1 U ; 0.24 U� �JS i 1JZ0l2416 __( 5.p6 , p,36 U 0.49 U 0.3$ U 1.1 U I 0.24 U NS MW-6 5-i5 � 6l912015 4.95 0.36 U 0.48 U � 0.38 U _1.1 U � fl.24 U� NS - r ------- MW-7 5-15 619J2Q15 _{ 6.88 0.36 U 2.3 _ 8.9 1. _ '� _;._ U _L __ NS ' I_ 1120t2b16 5.10 4.36 U . 2.3 _�.. .. _21 . 08t1 i 0.24 U - � ---- 210Q _ MW-t3 5-15 6+9f2015 6.64 0.36 U a.49 U 0.38 U 1.1 U ' a.24 U NS --- --- : , -- -----_ t ' MW-S d-id 1/21/2416 �_ 5.67 0.36 U �.�9 li d.38 U 1.1 U � 0.24 U IV5 - , • Pa� of 2 • � I', � � � � TABLE �: GRt�UNDWATER Mt�NITC?RING WELL ANALYTICAL SUMMARY Facility Name: Rovd Outdovr Facifity I[�#: �23�0� NADC 100 +400 31ND 2U0 200 54000 CTL'S 1 40 3fl 20 2d s000 �ocation Screan Ethyl Tota1 int. 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TEF Page 2 of 2 � 4 � • ATTACHl�ZE1VT A FDEP PL?1tCHASE ORDER � . � , Chan�e Orcier r�.DCA39 Page 1 of 3 � �� _ �� - CHAI�GED: Order Na. A�DCA39 Version Number. 2 Intemal Version: false Issued an Tue, 2& Jan, 2016 Creeted on Tue, 26 Jan, 2016 by Ariba System Suppllar. E�lech En�rvnrnentei Services, Inc 3280 NW 23rd Avenue, 5ui1e E-1 Pvmpanv Beach, FL 33068 Unifed States Phvrre: 1561-573-5654 Fax: 1 Gontact: Tim Gehen Ship To: Bfil To: DEP-PETRC1i.EUM RESTQRATIOt�J PRAGRAh'1 QEP�PETROLEUM RESTQRATION PROCaRAM BMC RM 420 MS d575 8MC RM d20 MS 4575 2600 BLAli2 STONE RG 2600 BLAIR STONE RO TALLAHASSEE, FL. 32399 TALLAMASSEE. F132399 Unhed States Umied Siates Deliver 7a Enlity LlescripUon: Department of Entironmenlal Prolecijon Alica Andersen (ContraCtsj OrganizaHon Cude: 37450404555 Objec.K Code_ ODDOflO-139900 E�cpansion ppdon: JG � Exemptio� Status: No E�nptfon Reesw�?: t bem Aeti D Par N U nil Qty Need 8y Unit Price Extended AmouM 1 Mbditied Conlr�ctor has been aelsctad to perForm Doaar 1T,536 Nor� $1.40000 USD �17,5�.ODOOQ # ... USfl Contractnr has Deen seleGted to perform a Suppiemental Site As6essrr�nt and Limitetl Scope Remediaf Action Plan (SSAlLSRAPJ at the Rc,od Ouldoar Envirt�ments, 4546 CouMy Line Rd, Tequesia, Palm Beach Courrty, Florida, FAC ID 508623103. Attas�vnerrt A, ;Scape pf Work, attached to the purchase order {P0� describes the work to be completed by the Contratxar. All work shali ht� performed in accordance with the terms of the �lgency Term Cantraci (ATC3. The PRP reference number tor this project is 95(l-015B Attacne d t�eto and made a part of this PO is Attachment B- Schedule af Pay Item& and �ther Related Do�cuments, Pay kems are al or below the negotiatad maximum rates included 'm the ATC. Contractor must subm� the appropriate compleled docu�nls ircm AltadtmeM 8 ta ihe Site Manager with each deliveraM�e, as instructed. Upon c,ompletion and approval of �il work under this PO. Contractor sfisA submit a signed Re�ase af Ciaims documenl, along with the final invcice. Conhaetor must include 5ubcantractor Utilization Report fortn, induded as a tab ai Attachment 6, wiih each invoit�. The Departrnent wiil retain 90°h oi iha tofal amount of each payment made GonVactor may subrrxl a request for re9ease of nelainage upon cornpletion, and OF.P approval ot aN work performed urxJer tfiis PO. The Departrnent wili evaluate the CoMrador as speafied � the Agency Term Conlract. The CoMrador agrees to perform tl�e services described in the PO in accordance with the ierms of its ATC (as those terma may Mave been amended) whid� are in effect on date ai issuance o( the F'O The appficable ATC ierms are avaitable a! the fotlaruing URL: https:llfacts fidts. camFSearchlC�IrastD elail.aspx?Agencyld= 3700008Contractld�C 850 Distribulars�: N • Requesfer� Alica Ander�en (Coniracta) Ship To Code: DEP305S State ContracF ID� iile:!JIC:;'Users/idonaldson,'AppData�I,ocal;h�licrosoft!'Vt�%ind+�wsiT�mporary�/�2�Internet 2�9l201 ti Cha�ige {�rder r�D�A39 Pa�e 2 of ?� � Contrect ID. Req�cester Phone: PR No.: PR90�i91 i0-V2 • MyGreenFlorida C�ten� N MetFrod af Pracuremeni : J-Rgancy iTN [s 28?.457(1) �c ), F.S.] Stapping tolethod: Best NJay FOB Cnde: �NG-Dest FOH Code Description� Destination freight paid by vendor at�i inciud�d m price. Tii� passes upon receqrt Vendor files arry dai3ns. Encumber Fw�ds Yes PO Start Date Tue,10 Nov, 2015 PO Erxf Date: Mon, 8 Aug, 2016 Fiscai Year Indicator 2096 PUi#: 3i01 Site Caie: 3?0000-12 Terms arni CondiGans: http:�lOms.myflor�da.com+mimp P�_1C P Card 4rdeR: No Total S1T,538.OD006 USD Changes • Purchase Ord�r T'aneCreated r.harx,�ed from Mon. 9 Nov, 2U15 to Tue, 26 Jan, 2016 • Pu�chase Order Contend_englh changed from 1194953 to 7�O6d0 � Purchase Order Filename cnangecf irem Aitachmen# B- Schedule of Pay Items & 01ner Related Documents - 5086231Q3.xlsm tn Attachmerrt A- SSA LSRAP $cope o# Work 50$823103.pdf • Purchase Order Ext�nsion changed from zlsm to pdf � Pur�chase Order ConLentType c�anged from applicationl�md.ms-exceLSheet.macroEnabled.t2 io applicetion/pdf • Purchase Order StDredFtlename Changed iru�nn 88781$0 to 8$78172 � Purchase Order Date cfianged from Wed, 4 Np�, 2015 to 1Ned, 4 Nov. 2015 • Purchase Order ContentLerx3lh changed from 740840 to 1138099 • Purchase Order Fifename changcd from Aliachment A- SSA �SRAF� Sc-crpe af Wprk - 508923103.pdi to A#acfimerrt B(Revisiw� 1) - SPl - 508523103.zip • Punchase Order Extensaon cfianged frqn pd! to zip • Purchase Orcier Cont�entTy�e changed trom applicationlpdi to applicativnflc-zip-compressed � Purchase Orcier SioredFilename cha�ged from 8878172 to 9053016 � • Purchase Otder Oate changed iran Wed, 4 Alov, 2Q15 to 7hu. 21 Jan, 2016 • Purchase Order AUach�nis 3 changec! ftom {rw val�y to (ariba.approvaWe.c�re.AttedrmerrtWrapper (Baseld 78706593330 105rng36.d6 ]) � Purchase Order Toiel ordered changed trom 516,951.00040 USD to 517,53fi.000D0 U5D • �ine Item 1, Accounling, Accaanting 1, ERPTrarrsactionDate �changeq from 1 i09�015 to 01262016 • line Item 1, P.ccounking, Acoamting 1, ERPMessage ohangeti fram SUCCESSFUL ENCUMBRAhlCE 60S io SUCCESSFtJL EPiCUMBRANCE SSU • Line Item i, Accouniing. Accamting 1, CurrentfLAlFWmaunf changed frarn 1&,951 to 17,536 � Line 1t+em i, Acoounting. Ac�unting 1, RoundedAmourrt changed from $16,951.QQ04U USD to $17,536.04�00 USD » Line Item 1, 4uantity changed from 16,951 to 17,53fi • Line Itet� 1, ERPTratisactionDate chanyed fram 1109?015 to 01?62096 • Llne Item 1, LI Amount Recorder � FLAIFt char�ged from �96,959.04080 US� io $17,536.Oq0o0 USD � line Item [Bassld 78TOBS932�0 105mrp1 i.6c j was deleted Commer�ts • Jonathan Labie �Contraets}, 10�1612015� The foqowing aftachmer�is are attached hereto and made a part of tt�is Purchase Order. AttaChrr�ertl A- SGOpe of WOtk Attachmenl B- Schedule ai Pay Items and Other Reta2ed Documents �Jonathan Lat�e (Cor�trads). Fra, 18 Oat, 2015} •�OMMENT by 11AOMca Brady (Contracts) an 1 tfD9li075 PRP Re! � 850-0158 (Monica Braciy {Contracts►, h1on, 09 Nav, 2015) • CO##AMENT by V'u:ki Chatelain �CoMracta) on f 1I09I20S5 If tha deGverable due day accurs an a weekend, slate holiday, or fiederat holiday the del�werabte w�l be due the folbwing busi�ss day {v�dci t�atetain (Cantracts) Mon, 09 Nov. 2Q15) • COMh9ENT by �cdci Chatslain (Cantracts) on 91�►9�"2tl f5 Altlwugh the PU issue date is expected to be 1119/2015, the P4 start date is set as 11HO12015. Work on th�s pro�eci may not begin unt� 11I1012D15. (Ulcki Ghelela3n {CoMracts), Mon, 0� Nov, 2015) • J�nathan LabiB {Cnntracts), Oi121/2016 EXPEDITED FIELD REQU�ST FOR Cf tANGE Change Order #1, Task �`-2 {referred to as "RO AD[:A39 - GO l�1, 7k 2- Rood Ouldoor Env,ronmerrts," below) is attached hereto anA made part of thls Purchase Order {PO) to Increasa the PO amount by $585.00 tnew PQ to#a1$17,53+6.flU}. Attacfirnent 8(Revision 1) zip fiIe is attathad herelo and made a pari of this PO ta replace Attachment B �n its entirety. AII oMer terrns and condilions of the PO rema� unchanged. {Jonathan t abie (ContraGs}, Thu, 21 Jan. 2016) • ti �1912016 � r Cl�an�e C)rder ADCA39 Page 3 of 3 Attachments � � ATTACHMENT by donatban l,abie {Contraate) orr Weunas�ay November A , 2pi5 at 3:08 PM AttachmerN A- SSA LBRAP Scope of Work - 508623143.pdf (740840 bytes) • ATTACHMENT by Janathan Labie (Contracts) on Thursdey, Jenuary 2i, 2LIf 6 at 8�2�! Ah0 Attachment B(Revi�ion 1� • SPI - 508623103.zip {1136U99 byies) ' ATTACHMENT by Jonathan Lable (Contrac�) on ?ht�rsday, J�nuary 2i. 2016 at 8�24 AM t'C) ADCA39 - CU �1, Tk 2- Rood Outdoor Em�inonmenls.pdf {43fi504 bytes) � � #ilc :;1!C'.l U s4rs,'idonaldson�AppData,'L�cal,�i��irr�sof�'t�k'indov�s,'Temporan�0fo20internet°�'o20... 2%912016 t � � A'i"1'ACHM�I�T B CQPIES UF THE FDEP SOIL B4RING LOGS, tiVELL CC)NSTRI7CTiC}N & � flEVELflPME1V'T LUGS, AND P�iUTOGRAPHS � , , 1�'lorida Derartment of fi�ivir�-„uvc�it�l Fr�tcxnao - Division �f 1'4'aete h4aua�,rrrnnt - Nurc�u oY P�tmleum Sloragc Syste�u.. • Ba�i�vc �ar� Page ! ut 1 AorinR,,'Well Number: Pemiit IVumbrr. FDEP F'acitit}� Itientificati�n Number. SB- $623103 Site Name. A�re]�ule St<tti lleic: 1f ��jf2016 ��i�liole Stari Timc: � Z�t� ("' + +,�7 P�9 RC70D OUT04l"�R End Date: 1! i'� 1201fi �:nd Trme: '�+.( "` r nM t' �� E�n•irunme;ntal Ccmtra�tnr: Geologst's Namc; Em�irt�nmernal Technician's Nume ECO?ECH ENV. SVCS., IN�C. Paul 9rackin pF2ILLERS Drillinr C�mp.�n} _ Fav�nt T'hicknttis (inc}ics) Bc+rcholc Diameler ( in�h�): Burehale L�cpth (feet) P.f�,...'� �� 15 Drilling MCth4{HS); Appazeizt Bunelauk 1Y! Va (m 1'ecz ��d 11 I)'I'1�' (iR icci aR:r UVA (list m�del and check tyatir): �"�� ' fiu�nsuilmu�ureeon�n�i waierrtchazgesi��wel1}: �+�,�•,�� ` 31D � Uisp�++sihon s�fi3rill t'uttings (chr�k me�hodl:s)J: I I]nem Snrca.9 �".r F3:�;:klill r 5torkpile �" ()thcr !d��scriZK• e jo�her c�r multiple tt�ms are che.ckedt. Bcrrcholc t'ompl�iuss tcheck �ney r tiVell �(in,ui r Bcntonite � R;�rkCall (� nthcr {d�.scr ibr.') � m u � y Lab Soi! sod �' a « � � � � � p C � � Groundwater � � _ s � � � � � � � 9ample Dc�cripiion � � S�nnples tt� � �� o �� '� � � � tinclude y�raie size ba�td oo USC�, odur�, stx9aiag, „� ,.� sainple aumber , �� ,� p. {; � y. � asd other remark) a, � and tkpt6 or ,� � �e r ,.. °' „� � y �" ° � terroporary screen ietcrvaf HA il-1 ,.,C � � ,�, , ""' "' � • � i'} �� ~� f} � { � � � �•, • '•f � � �_2 4 Z � ,: r r "C� � I � 2_3 � �a.� � +%� r .; v ,ry.,� . f� � , �j 3 y J r � '�� `p � � �'J IJ�' ( � � 3„z �r �.1 � c�,(h dLt� • .--^^^"-'.�.'" �' ��`' 4 ? -'� :�� ;-kl s � �- �`,1 �? f:+ A Ci 4 c- � 4 � � � a s ^; t��. �. �� .� � r .:,.� � c ��.� , �� 7 � �' � � �'1, 1'�., ti �[ +e � Y' d ' v �, � � a�! 6-& � � tt � , .....--.--m---^ —. �° .--. R g e ,�++' �,� t. � �:a � � � � �', r ;., o,j�r � ��..�.�- �-,o / <�� , u �S ►•�- � ,�� -� � �� ^ . �, _ , /'� �� s� �� _ t� 10 92 12 j'�,„� �� `� �tl_ , �'_. �.« � . :;��i� � � ,. � ,2-,a • ia a t' C � �� I 5 15' EOB } Samplc T�7?e Code�. PH - P��t Fiole'. H.A - Hand Auyrcr: SS � �}>I�I S��uiu�, ti'f' Shclbj Tu�^; D1' = Dircct Push, SC = tiimic t'rvr; llC = Dtip Cuttings Mui.tu�c C�micoc Ckr,les: I1 " i)n: hi = hioist; 1t' - We�.. !i - Satusar;:d x � Ftorida [lepastmerit nf �vireiuuzxital Prutect�on � Dirisinn �f'J�'acis Mane+grmcnt - Burean of Petmle�im Sturage Systettn� 130RING L+O+C � r�� i or � E3annn_�'Well Numfier: Pan�vt Nurnbra: F�.lEP Paciliry t�iantification Nwnber; SB- �- 8623iO3 Sitr 3,'a�x�r: Bu�ehc�le Stan Datc i!(r t2096 BUrehdle Stan Time: 4"�y (- AM Yn' RpfJO �117DC1QR End Datc: 1l �6;12018 End Time '' {�v APA� t�h9 Br�vizaamcn183 Ctmtracttir: Gealagrst'S l+lamc Environme��tal Techn��iar.'. Name: EC07E�N ENV. SVCS., ING. Paut Brackin DR3LLEFtS Uri�inp ('rnupau4. Favement Thiclu�c�s tinchr;�; BOxehole ' mrter(inc;hrsl- HDtChfl3e �'lepth i;fed). � a r��ti. -l-��E�"' P.� �5 At7illtl$ MCiMOfI(5): Appa�t�il Fi�Srntittic 1S'C1V �izt fect Mentiurrd Wci1I3TW (,a �et7 aF�t (}VA �1ist nmdrl �tid chCxk iypel: ��, � fnem sofl moisturc contenA: �"'� w�der rrrhar�tet in u eli�: �'� r�� r Dakposition af 17rill Cutti�igs (cht�k mCthod(s)]: ��ra'm �G' Spre:tc� � Bac1+fl11 r Stnckn's{e r��he� (�r=.sc rrtK• r for�er �r mut uple itenu are chrckeJ): fluzChok Com�'rldinn ('claez:k onr'I: � Well � tircuit I I3cntnnite Hackfili �' Ctth� tdcst�ribe) � v � � I.�b Soil and � �`» 8� y C � C � °-• C:ronnda•ater 3 �� ^• n : ao �+ � c Suu�ple llesccr�piinn ''� c �v , Ts- a F� � � rn ., Samples (I�f � ;_ R �� , # �' �i. � � tlnclude grsin aine baa�i oe� l 5C5„ odor�. sca3nia8. �' �° sx►npk number � �,� .: o p, � C � � � aad otDer re�rfMar►+�! � °� aad depih ur es �� y e ^ ten{wrary Sd'4to � 'a ervaE HA 0-1 � � .� j � } r � ....,-.�-.�-�..� ...+�^ �,�/�? . .� L1 � y � � � i � r .� � �.,� �,� � '�t�� v+�c� , � {� � �.` � ` . � 2 , � c �� 2_� , `''} )�t � � 1 '� �� I �J..t �'�i�� 3 t'�� }R4L/'�'[�R '^; l' Jl� fl,M1. � ; f �. ��- 7 3 4 � � 4 `� �.,� �"4.-L � +� i *�l �( ��' 1�� ! ✓ tiA 5 •fil,,� � . ,^ � � � � t ., � � � '� � lt�� • � � �- r A Fi b ��i7 1 l. �� i 16'`+.-.... -- �; ,�' � 5 �' ' � a'� `�� .� t�- '� ° �,....e-.--� � E � � P � � � �-� � �, , (- � 2_ - i � �- � �J r� w �� `r � ti ` } ' '�� ; , t,,j Lr 8-ro l fi I1 � , ;:r � io-iz �,l; r?. �' 'j R : s,�' '' �� }� t2-,4 ; �) 11 � . . �/ ' .i �. �i 7 5 7::` ED6 Sar.tpl� Type C..x7c . PH = Pest Holc; FIA ^^ lland .AUger, 55 = S�.I�i SMiim, ST - Sh°l�y Tubc: DY = Ri�a:; Puat,: SC - Sonir Crrc, DC - Drill C'ui1iT��. Maictwc i;tmir.m ('c�'Jcs' U= Ilt}; 11 r- Mi�isi. ►ti' - 14'ri. 4- S�furaizd , Fi+�r+�ia i�yaRmc;nt of' Euairt�nmenlal Protectien • Division rf VL'actc� Manugeax.�n; -$ureau of Petrnleum Siura�c SystCms � BORING Li�t� �� a o� � Bnriu�,M1TVeII t�umber: Pcmnit t+iumbrx: FDEP Facility tdentific��rtic+n 1'�utubrr: S� � 8823103 5itr Namc: 8oreht�lc 5tari Date: 11 �4`2p16 Horr�wle 5tan Time: j 1�' '� AM (— PT,� R{�p� QUTDQOR Lnd Da�e: 1! � End 7ime: (� � AM r PA1 �nti�ironmema3 Cnntractat Gcolagist's Name: En��rrnm�,ental Tex:tznician's IVamc: ECOTECH EMV. SVCS., INC. Paul Brackin DFt{LI,ERS Chilliug Camptmy. Pavemenl 71ui:kz�ess {inchcs): 8orehole DiamMe.r(incl�rs) Bereholt I?c�,th (fe�t): ��; �.�ti'��-1.�+.. � 75 Ihllhng MeIIfC�(51: .4P7wnrv {}�rnc�l: L1TVd tin fert h7e:�sumd R`ell I}`1'�l' (in feet aRer (3VA flist motie3 and cht�k typc): � � tium soil moisirse :on;enz) u airr reshary;cs in wenk �'+� r FTfl � Di*pr,�iti�v� otDri31 C.'uttings �chectk method(s?�: r Drurn S� � B�kfill r Stn.Jc�rile ('"�' Other tdrscribe iJ oiherormuttipte itpnu um �heckedj. $orehnlc {".nmpletion (ehcY.k cme�: (' Wril r(irout r Benta�ite• H�ktilI �' Cttlic� (dc�scnbc) :n ,�,� ,, � � � Lsh Snil a�d � � � � :� y �'y rr �, v ,, �• Groundn•ater -o • � _ aa � � � Ssim {e ifescri t�oo � '° m „ � ,� $' � ; �. '� � . a: ; Samglea {ns� V ,-. C n� ei a � � i (ioelude �rain siu banni nr+ 1.5C5, odors, �talning .{' C „� lAQ1pICAUMD2f ,� � 2�+, t Q (�'„ � ry 36d AIbt7 �t7l7ii1G5 "� ^ � ' { i' � ) �, H�d ljqll' OT � " � �, ' f' � a fMJt�MMNIV SCCd'� i!J'�' HA U-1 • � �`�` y�G �.� �.�� fl ,-� � � � �� .._.....,.� ._.. � : 5� �°� � �," �i �� r � _. � � �� ` � � i � 1"c 2-� 3� ,�y �,,{ , . , t„i N tr; �' j b� �� (r'`./f � ,� G :1+V[ �..i �, t 3-�A , � u , c� `' ..�� ,, {,�` �- ��_-� 1 � FiA � s � � 4 +� . � 5 �'' !' f �� 1�+- � � ..{'� � . � � � i ,,,►�-,��' �= �k� ;.� ��. v ' S� n � , —�---� �� s-s x � � " ` ``} ; � .:�� . M"~'� � � ' $-10 :i� fl , f' � ✓ �+, t^t �± � L �n �,.j t` �� Jc:� v f' �_ f.' s � � �i � � _} �0-77 *,� iJ `:�� ,v`--'�-...� �� Q 33 u '� 12-',4 � , la �} �`�° ff �! T �-� IS iS'EU& Sain}�1e 7 ype t'i�etes• PN - Pact Iiolc: IIA = Hand Aug.t. SS -�rhi !yir�nn, ST - Shd6� 1ubc DP ° IJirect Yus ht' - Sonic Cnre; DC -� Drill Cuttings h1c��:,lt.rr ('+�nt�nv Cv�i i D� D;}: 'ti > 111ui-�; 14 - 14rt; S tiatura*.:d i � Fiorida i�rpartm�.nt of Enoironmc��ta1 Fratci;tioo • Di��irinn of 1Va�te Aiitnag�mcrnt - f3urcav of Pet�tdewo 5lc Systcau AJ�A'�i.l '� 1.J � J7�JV � Page i oi' 1 Bnr.rgtl�4'rll Nutnbrrr: Pmnit 3�umbcr; FDLP Fac_ility Ideaiiifacauon Numbcr: ss- "�; es2a�o� S1te Tdamc: �torehalc 5tan Datc 1! I�'t/2018 23�'Ch41C Siart Time: n q�� ("" Nns ivw ROtSD�UTDOGR Lr�iriaie. 1lt`�/2416 F.ndTi�a�: E� {� �� ' rnf Envirtrnmr.�ntal Cnntractt�r. Gealogist`s Marne Ei�virurunenlat `['cchnlCiati s Namc: ECOTECH ENV. SVCS., 1hiC. Paul Brackin pRlLLERS Dn3ting t'�urrpuny� Paveo��e�il Tlucknrss {inchC: }; Btsrehnle T}i�inc�n (in�fies): IIarehnle ik�Q� (f:c�t}: �'�t-��_-��..c�.�..� ,�f 1'�. y ,� Urt:[ittg Method(s}: Ag;r:ncr' Etarehalc DT43' {n� fe;t Mea}wc�'+t'tll fi)'t41' (in teet aF.et C?VA (3isf mtxlel end �CPaeCk type}: �j d� n T i r 1 from soil riwist�;rG conteat). w stcr rcehar�u i:� wdll: � �� F1D 'l Disp�nit#e�u oipri]ICu�tings [chcck meth�xiisj): r T�run �' c,,�r�t1 }" B�krll r Stac;4cpi1+: �!7#� ��le i1 otker er mu�tip items tiri rhec,�cv1J: k�otcholeCompletion(cl�rx.kune): (� Well r Grout I� He�,c�,�citt: I3xk1'ill � Utlrcr{descr�t) r p M g R � � � Lsb $oil and �, R ..� �, � e �'~, v C;roundK•mter �; j "w � R ^ �` � ;� » ti �sm�te Description � � yamples {�ist ee � i S '� � e'n p, Q tr {iaGiu4e �ur sirr A;�irx1 on l SC5, odora, staiaia^ f/' 1° C�� v�, c t n. � `" '.<. f3 sampit auroGfr � �,� ,., o� �, � r G„ y ^ aad other eeniarfnc} � p xud Aq�4b ur ++ � H "C .� �` +,��' teMpoParvSCretp ~ v �' inxenal itiA C-�. , � ` � � �� . �.� ' �~' � ''� �j/f� � ��...`3 �; �'` ��, ; �'� � `� C� i�� I ,� �� . - � �' � '"} � t `i z-3 �' _� ^S �- � + ,�;.} '� �J �-"�� lIk o , t� i,� 1 � .. �' . .„� ,� l F ( : V t f• d ` 1 �-A � ' // [' i 0 4 �i ��A �!.�. � J l .-,�� t .� �• � HA ' ' �' . , '. iJ,CJ 5 � f � +=F t�t_��"�,� -"'►^�'___•" 4 � 4� � . .' { � � — I S f � C�C '' � t .• r-^'""� �� . �� i � �' � �'� �-"°" � s-s =� i. � f � / .7 -'�t f J i. t t S !) 1t7 ./ '° � I � ( � t � �1{ p �, ,: � � 8-10 , 1@ I � f � � � !f � � � �0-12 � t I � `' � ! . �' 1 � l3 1 ! � � : y ; .'` ,.'' S 1� iz-�� `, �, a a � � ' � �' t� l$ S5`EOA Sarngle Tyyn C:.xleti. PH - Post tlale; IIA = liand r'luger. S4 =�rli� Spcx�n S7' _$he�� Tube: tlY - 1>:reri P�ah. tii' - Sonic Com: 1�C - t3n11 G:utt�n�c 11oi34un {"��niz�n' C'.a?dc8: D� Dr.; !4I ^ M�»st, N' = N'er; S Seruiatcd � , Floritla 1?cpartm�t af �n��imnmcntal P�vta:�ic..a - llavisian e{ \Ya�te'.Ufa�wgranv�t - durcau of Petmieum Swrage Sy;�tcros BrDFiING LdG , i'age ! of l Borin�Vell i�umbrr � Ferrnit Ti►�mba h�EP Faciliry lc�artti$cation hiumher: S$- � $G 3103 Sitc hame: l�orel�ole S1;ui Daic 1l (gf2016 Bc,reh�le 5tan Tirne: !(� A31 r PM ROQD C3UTDOOFt �nd Aate: 1> > �J12016 �nd Timr � .4 "� � An� �` PM Enrimnmental Cnntracior: G�lugi�t'u T�lamc: F�nvimnwrntul7 echnician's Name� ECOTECH ElVV. 5VC5. INC, Pauf Brackin DRtLLERS Urill�ng Company Yavcm� 1'hicl� {,nclies): Borcholc Diameter (in�hesl_ Box�ehole be.�th (fs�zt): r ;�-� f.�-._.�� J V/� 15 Driiting'�tedixoc�ts r Appara�t 2�weho7e irl v.' ("u, (eet Akeasuccd 1Re11 L)TN' {in f:ci aftu U1JA (list mudel and chc�:k type): &�� ac�rl u��,lure e�c,at): � w'atea re�l:urges an w eq)� (4f }� r FIU r C�15�51t7C�7f Oj�I�ftII Clltfi(1�5 �CI1C�:I,. �[1CdhlK�('J��; � v� SpreacS � F3a:.1�i11 r Stor.�pile r t7tli� ('d�sCribe i,snihc>r or muttiple i'e»'s are ch��edl. Tk,rrhr,te Compict�on (check one1- (-' We1? (�' Geout r Bentonite ' B�,ck#'ill r C�ther (dcsenbe) � � � � Lab Soi! an� u � 3 � p� � '_'. C v�s ° Gronndwater � � '° � ,� �. � � � � SamWlc Ilcseription � y 5acnplas t�t � n !:. �� K . p � ry °. p .°� tiaelade graifl atze Dassd a� 1!wt:,, odnrs, steinittg. ,t ��., sampit onmber ,� ��;� $ � Q O � m sod t�1�er remprks} c p aiid dnpth nt R ^ mr � � � � ` ; � temparary scrtep '`' '� cvs{ � HA 0-1 � �j T � � � t� � �,f ` i�- ` 'r'v''� • � �� • -1 _ �! � , � �j�• � �� P». `� 't �J i : t � �,�. �. � P'�. 2-3 .,. � � � ' � r .' I� , � , � a �'' r.� � � �J t� 4 � � �.�� , a.,�.,! ..�.�..--.�- ru+ �` � �� ,�� ' �. �� ;��- ��t,...�- � � , ; . 4 � � ,t/ , � 4� � �,� �► ,� , v j•��.i ' �, � r; �c� ' �S � s-e � c �" . c u � a � r 4 n,�}� �,, � � .�^.' � � � �y � 8-'14 10 � ` ,i � �jif. I : 10 1? j � � � � � 33 � � � `�.,� J, 17 14 � V` t � J _ 1� . ll% �� C' t' �� . L5 wo kc�s ^arnpir T>pe Codes: Pll +� Post Hu1u. N A- He�id AugCr. SS -�plit Spo;n,, ti'i - Sheib•� Tubc, DP = Di�eci Pu�Ei; St' - Senic Com: DC = Drtill Cuttin�; h!rnsr,uc C cmt:n' Codes. ll- 1)r:. �7 ° i�9oisi; '15' = tVCt; b saiu:a�e:l � � �inrida 1>epartment of F.nrira3uuental Pioic� tiun - Diti�ivn of Vti"astc Manag�7nent - Durrau nf Petrnie�im Stnra�e Sysieer.s BtlR1NG LOG . ��,x� � flr � Barin�lVel1 T+[umbcr. Pevmit 1*lumbrr: FD£P Facility Itientific:atian Numl�cr: sB- as2� i as 5iit^ t�ume; Anrehnle Start T�alr: 11t /2{�1$ �c5rchale 5tart Timc: 1..� i�'.� ' r�h9 r P�! R�OQ �UTD40R End Date: i!� 12{?1{i Gnd 7ime: `�y '� ;4 '`;C Ah3 (— �'r�� Envisunmcma3 �Cnnuacirn- Geoi�jgis!'s'Vsmr: Envimnmertai Tc,.iuur.ian'� Name= ECDTECH EMJ. SVCS., thC. F�aui Br�ckin DRILLERS drilling Cpillpanx: Pa�'cment Thicl:n�cs (i�Fc�t: Aorehale 1)i;�aiete� {iiichr�}; l3orcttolc Aepth {feet}: �. tr. �' -� � � +.+t.�... e1 � 15 I}rill�ng Mcihbd(s); ,4pparcnt Boreha:e D'S�.' ii�� t:et 34eayured 1Ve11 D'R'�' Iin fett afler +DVA {list madet ara! check t}'�+�): � ��' " fr,nm sal moistwetau�nut) ? wa�er rechargcs ia uclll , I FID '�✓ Dispositinn ofi)ril! t��ttings [r.Iiek;k incihuci(s)�: �" U3iam '� �r�aci Hacl;fill �""" Stackpilc (—' C)thz�r rdescrit�e ijother �r»tul!iplE ytems ar� check�l: t3orcboleComplcti�n (check nnr}: r We11 r Grau� ( R�a�lunile � 13uckti7l ("� nt)�e.r {dc:swiUr} , �; m v�- � � Lab Soil end � ° 3 ,., ro � � c � r�i.� � Gronndrr�atcr � �r =� ., �, � � � �s Samplc C�sc:•iprina r� � T � „ „ ,� e A �. � .� Samples ti�s� �� x +� � C (pitlLf}k raie aire I�ast� on Ub'C5. odors, stSinin u ry �-3 � � � $�' �' m G . ',^ K �' � f' sa�npk nucaimr "`' ^ �- � ^�. � , ;P .�.� and ottier remarkc) C � and dcpt6 or 4 � � ,� � y �" ' � � lomporsr�° suren iairrra � O 1 �j[' 1 (� " � , '�' � [' ,i. ; ��C; b . _v��- 3 (�e � �� {� ^� 7 2 �, ,, ,, J +�'' �s�'� 1 � � 2 � j •�`� � � uw.. <� . .� l.'? � 2-3 �' � ��y � 1 3�� .. � ` t} i"w19•�[ t�°" �� 34 { � �• t �,I�i 1p,' �'{}Cj 4 �=� �: �. (� , HR �. t �� .�c�,�, � � �', � R �' t .'� :., t �- r �.,� ��..v�.� � �/`� a-s � � � � � t ; v n � ---.__---°--- G.�. ' , C� I°� �.v1 � C��.. �,� � �, s �.s ' � a � ' y �� " � `� �;. .�. � � `' � � �. � a-� r� � � t� � _ C. � �a ' 1�-�� ;z � # � � `� � � ` , ��' � �z-,z *,�° ,. 1� . � �' � �� U• l� 1 S 15 EG� Saivplr ]ype S k�d�. PH - Post NnJe; li.A = Hrxnd Auger: SS = Split Spxn: ST = Shelb} Tut:o. UP - I)ir�-t Nu�h: riC - Sonii Ci�re; DC = Lhi11 Cn�tings �7:n.: urt• Cont�rt Codis: p= l�r,; 147 ='�taist, N' = Vl'ei: 5> 5awrated • ' Flotida D�aAm�i of Gt��ss�mmettinl P�Mer.tion L)ivisic�n t�f W�stc M{ana�ement - Aurrau uf Prtn�lrum Sirnagc 5ysiem5 BtJi�TI'�+� LC}G � Page 1 of 1 BoringtWell hluwb:n. PennitNumber F(3FP Facilily idealifiemtian Vumber: ��_ "� 86 3103 Site D,lan�e_ Bnrthnlr 51art Da1r: � j�Ct/Zq�g Bc�r�ole CtaA T'vue. �+.� � AM r Pt.3 ROOD QUTDOC�R End Uatc; 11 jt� l2016 End T imc. I � j L } " � nt� r t�r� F.avirc•nu�etual Co»tt�Ctor; Gevl�gisi's �:ame: Em�ironmcntx3 Trchnician°s'�i�siie EC07ECH ENV. SVCS., INC. Paul 6tsckin �RILLERS D]i13in� �:ttm�any Pavetrii.tII Thh:knCSS jinchrs) Bor�3a>le Diameter {in�ches}: Rorcl�olr Depth {fect?: � U� �ti--�, f.v�- �l �, 15 Pitllina 'yl hotltS): Apparent Bunhole fJ'T V.' (iu f�eet hleasurtd V+'elt DTW' (ii, tent �er C1VA ilTSt gwdc] and chxk type) �� frniu soil mi�i�+ure cootrntf: C� wattr rec6�tge5 u, weilJ. �h � r TITJ � Dis�OSition of [3rill C'uttings [c.6eck n�etlu�d(st]: I� llxum �' $prtact �' f3acicfitl r Stack�ilc r C�ther !dr..sr.riln� �jU�l:er �r mul�iple i�et»s cu•e ckecked1: 8vrehcAc t'ompletion {chxk one): r We11 � f*■��ut (— k�c�►tanitc ' Dackfill j" 4thu {descriF>e� � � � � Lwb 5�i1 and ;�, p Y� � b a � �r � � Groundwater ffi ! � y t p ��v,j � v � � ,� ^' � „ as � � ,��, o Sample ]3estripiivn �, � 5amples (itss � e`a m� m- �'�. � A o. d p. (inclo� graio size b�gtd tr� U�S, �do[s, xtainia„. .� �,.� s&mplt numbt r u � ,� r �� `" C7 �, �' and niher remarl:aJ �, � aod deptb or � � � � � � y ^-- �. � temporary atreen ` 7 > inirr�ai x I ,�-� F{0. O~ ��V � � ! i �:,:v' �: .'�� t G � 3-2 � ' . � � � 't L�� f �r� r': (.� , ' �} c � ',� �'�� °�-� s3 r �.�� ,�� ^� �� 1 ��y�. - l�i•� 3 � � ,� �-a . � � �- '�' � a ,�. � � � 3� .`T ,�, MA - .:3 4,.? '� S f {� - � '`s � ,' v .�M •"'-'� i ' , " �i i� �y�? ! s� f� � �-� � J D_ w a�,, t .�.1-.. � j / G. �`"'`„. . V C.: u�: F C '� �/ 6 8 �%t /=,� �--.i � � � 9 jj:C� 5-10 lU � y � ]1 ic-r2 12 � 13 � �� 1?'�3 � (4 � �� ,� ,< ,:.tti� SamplE 7�c Co�s. PH - Pu,t H,�ie: HA � Rpnd Att�er: SS F Split BFaan; S1 -`+t�eih} '[!�hc•. D[" - Dircct P�u�; SC ° Sonic Co�e, !>(_ - I)riU C�tt=.afi; h9t�:Sttur (:-+�nitix6 [';+de- D t): r �, M= t.4oiSt: l�` ° l': r3. S- ti'stw2[tx1 ___ � � f'forid:, i?epurt�nca3i ut tnnttanmcntal Protectian - Division of tib'aste Munagemcn! - Boteau ef Pnn�tn�m 5to�a�r Systems 8�� a� � rag� 3 or � Burin�,M'etl i�tumher ,� Prrmit Nusnbct: FDEP Faciliry idemif'rcafion K�umber: 58- �f�,t 8fi231 D3 �itc Namc: 8orchole Stxn Date: 1t ! l2018 ��rehalc Sta�t Time: f� �c� *�;" ,�M � PhS �, • RC50D �UTDQOR Ena l?ate t� � t2018 Ezut Tin�r.: �' � aM i�" �'1�; Envircmm�ntal Cunirac.lUr. Gsrl�ngi�t's Namc F.nvimu�n�sG�+i T�v.:lu�icien's P+ame: EC+CiTECH ENV. SVCS.. 1N�. Pa� Brackin DRILI.ERS Drilling Cam �} Prvemrnt Ti�ucla�rs {inchesl: IInrehnle t}ia�mter �uxbesj: Bomebole De�uh {fex-tf. �.�;A r"�t6..�i,£.3.�1- r'! 15 Drilting, Methodl si; Ap�+amnt Eorchek DTw (in fcet *dessurcd Wcp TYI'V«' {ir icct a#te, Oti�A (IiKt n�nde.l acuJ check typC}: r �� 6rom seil meistwc �ntent;�. uater rcchasges ix� well} �y �''1 r pj� (� I}is}w�s icm of llrill Cvttin�s [c6eck methoci{si] r n��» ',r,r Spseail F3acT:fill � Strrr.l:�si7r ("' (��hcr �d�scribe if olhe! n�ultipte i1tRi5 UIY CI1PCkftl�: Bcm}«�1eCoanp3etiuu(chcektmc�� (�, Vti'eU r Gtaut � Renl�nite Backfill r Other{dcsexibcl � � l.ah Snii and � : s' � � „� � '� p � �• Kiraundwater 3 ; b o,��— �. 5E � h � s� Sample [�scription � � Samples (�is� '9 r. ,o �^ � x " g � c. O lindudt graia airx t�aarcl u� L+SCS, ud9rS, rtuainS• .,� n samplc iu�qb�' .^1 ,;., n� �, `�' � " Q "� m o '_ � � � d .F � �! and uther ren�arks? � � and deyW or A ,,,, � ry � < ;y> �"" °. p Irm�borsrysrrcen '; � in rv NA D-1 {} y ,�^� _ ' t.} 11 � " '°' � � yn, 4^s.� . �. !1'� ? u �-2 � � .� � �C� �� A � , � �,u �`�.� � t' �� 3 , ' � �+,, - } t _ ( { y { { �C.�7� �, ; �., � ' . , �. � �' � � � A � � •�— :� �;' �� 5�; >_ �-, j }�1A .. ' r h .� � 5 • � '!t � � �� "� � � � � �V� ti' �."� � .b J ` '� � ' ` +j �1 l. / � J -� ? f ��,.� 8-9 R �� y � �-•� io ; �� : ,o-,r � !2 � �:�; �� '' � � a ,} ; 12-id �f 18'� � � � � -� . ��' �� ' � �''"� l5 15' �OB �,»mrle 7yDc Cai: s: 4ti ^ Posc tiok> #tA - H�uui Au�er, ti!; - Sp]ic Spocm. ST = S};r4Y,� Tube; DP - Ihreci Pu:h, SC - Senk Ce+rc: D�C = IN6I1 Cniti+�s h9r.�s�u-r Crn�ter.! {:.v�� D Ur; . tit - Moisl. 1i` - Wr:: S= Sztunied c , Firrida Dc�nment ui �n�•�roruncx�tul i�rotection - Diuisinn nf 1�'act� i�ianagrJnent - 2iurt�u o# Petn�leum Storagt .�'iystems • BQI�ING LOG Page 1 of I Bvring� Wclt Numher: p i,.,�• .- Cj Pennit h umber: FDEP FociGry kicniificazion Number: � � -�* as2s� 03 5iu Name: Borehc�lc Stan L�ate: 9i�,;,�,"1016 Rorc��air St:ut I�me� �:� t.i �,' nn2 (— PR4 R�D UUTdC.�QR End Date: 11,2�'201fi � 7'ime: 1� *. +�� :v4t �" Yn�t Environmen�,al f.c,mractor. Gcc+M�is� s yame,� Envir��tal Technician's tvaa�e: ECOTECH ENV. SVGa., INC. Pa+�l Brackin DRfLI ERS �rilling C,��mpany: Pavemd,t 7luckness {inchesl: Borcholc Diameter (inche�}- Burrholr Uc�th (fcct): � �t-..,.-E�. f� _.a�.- ! Ihi��ip� : Bt}MC�{S}: 4ptr.�c`nt 4ic TPt7PIC L)T1'�' 1'in fG�t h9aas�rc�l W 1)1'N' (in 6xt pfter OV (1� model and chcck typr) ��1 �j J�', f'mmsniimoiscumcc�:ent) naterratuvgeb,��..•ell}: "°"" r PIU I+� nispositiun of prill Cutrings �chcck rrfethtid{s}]: � Drum � gprcad �" B�x;kfill r!+t' ockpile (` fj�h��r !descrtbe J"otber a maltinl� items r.F•e rhE�ckeu'r: Bcmhnle f'�n�pleticu (�lirt;k une): `j� Wrll r t:irout I Iit�ntonite r�3ac kfi11 (— Other (detcri�e) � � v, c � LaU Sail and `- � g _ ,� �? - ��1 ' � �, C ��,, ^• Groundwater �5 c '° _ �D =• p �a ; � � S�iry�lc Description � � Samples (nst "� �� _� G �. Ci � flnclude grain siao baacd on L�SC:�, alnra�, slaining, ,i n sae��e nemhrr � R.s � ro � p ,��, y� � and atder rernarkc) � � :od drptd or A •• a' ,� ,,,, y > ? R temponry scree,r iaterval HA s�-i � {�) � ��g' J�} �'1 'f� , ` t �} t � ' V / 7 t�,�� } L � [.� • , � � 1-2 2 � j"" � `''� pv.2-i}� ,/ T 2 3 � 3 � ; �� { �-�, �_ � 4 �✓ � f tly c�a ��, � ,�� HA u � �-� `''� i �� S ��. ��' � � � 6-$ ' $ 4 8-1 � l U � }� Il 1C-1�2 1� �� 1 I 13 V ��'�� ' `' . ��w �4 j y t.... � % � ,� , 1:�mple 't'y�n C'odes� PH - P�st �Toie; IIA = Iland Auger, SS - tin!it tip�K�n' tiT - Shelb}• Tube; OP < Dirtct 9'uE2�: SC -:uc�ic f'nre; pC - Drill Cuttin¢5 Mcisntrc C'pn�ct C:odrs: U= Or�; M-- A�w��; 5,5' - W'et: ti°$aluratcd , � Florida Ucpanmrnt nf F��iiuruarnwl Pzotcxtiun � Diuisinn nf 14'acte Riana��vnent - i3wcau of' Petmlcum Storige Systeuu �3��2.1�'G L�G � Pa�e ! t�f E Doring.'Weii Numbt�s' Pernnit'IUmUer. FI1EP r'acilit}� identifir.a�ion T*lumt+er I��,vr � �:� ss23tos SiteName: Ra�eLu3rSturtDau� 1(,a,�20ifr �oml�ole5tart lisne: Cfl{�"7 ',�j .An�7 �", P:1� RQOD QUTOOQR End T)ate: '4!,t r,,i2016 �nd Tin�: f'� ''� AM �` Nb4 En,•irorunc�nza! Contnctor Geukrgist's hairse, h:nti•ironmenta} Tectuvcia�i s Na�le: ECOTE�N ENV. SVCS., iNC_ Paul Bradcin ORIL�.£RS Ihilling ('om}��ny: Paverrtent'7'hickn�ss �inctics): Bcrmholc i7iaancter (inchccl: Burc�t�n4c Urpih {tctt): �'- .��,.�. �.�,.w n ..� � . �7sillis�g McthO�(51: Apparcnt Flnrctutie t> CW {ro fi�e�t J Mea.��ed V� el� I) i k' tin }aet aflcr tIYA (lisi rnodel and check ty;r�'t. ��y �; �4 G�iu ec:il rnc;isture rcmtent) ``S w2ttx rtifiargns ui welt}: `^'" � FII7 � llispt�S�tion t�f I"hill C�itlings (cl�ca;k mc�bodts}�: r l�stsm �'�, ��d t3urkfill r Stod:pile r t�ther (a'esrriLc iJt,thrrormu;cfplw �tenu ur� chrckr�i). ��! s Bc�reht�le Compl�iots tch�.k �,ssel �{7". We11 � t��ut r Bcntc�nite � FYa;;k£il� r f}ther (deccril�ei � � r � Ls�b Soil and y� � m g�'' o C "�, � � w� Grouudwatcr .. �7 � � .0 � � ,�„ p� W 2 � ^ $A�11 1� I}{.'SCf1 t10[f � c „ «, P P v, ., Samptes ri�s� �s �� '� $ a � � � {ine�udc �r�lo F3Z.e DaStd o� IJSCS, uQur�, sfeiai�g� .,,�� r � ' ; 4ainpk awntsrs .� �� $ b � � O � � and othrr remarksl �, �_ sn� dcptb or � ,� � � R � . " ° � temporary suern `K ialcrnl HA 0-i F } �� } , �, i �:.; ` � �i r � ^� �"4 � .S a � � '� � � � J � 1-a r r,, `` /' �� L� "�.�� p. � ^�'� � r i-3 � 4 � � 3 3.q � � �� i \;�t.'�� ` ,,` HA �J � �' � —._ �. _--_ � '� V � e 4�".1%' S .l� dN 6 � I 7 ; � S- � � 1 I , i 7 4 j i � e-tifl F lo � � s s �' 3 �o �� I ; � �-, � �� ' � �� 12-44 �� ' �� ' �--_ �� :f • ]$ Sample Typc Cocaa. PH - Yt>�� Hole� HA =}land Au�er; $S - 5plii Spi��m. V I' - chelbv 'Tube: UP = Oireci Psuh. SC - 5ey3iic t:cm; D(: - f)rill CuCir.;�a �'�nl$�U72 {�it(i`.0p' C'cdes: I1 - Drv: hl �= MvisG 1�' -- Vt'nt, K� �:ctirtat:d , , T7nrida T3e��anmeax of finvirosunmtul i'rotc.,tia1- Dh�i�ion nf Was�c h�uagea„eat - Bureau of Pcitv3eum Stc�rage Sy.ten� � �o�NC Loc Page 1 of 1 8ariuo,'�Vell t+lumher: Pe�mit hiumbrr. FDEP Faeility Idenufieati�n Numher_ --se^� !� +`� - �� as�s,as Site Namr: Bure}xde Slar� llu1e. 9! 1"2�16 Aoreholr Staci `fime. C'�1 t�C� r �h� r p�.i ft{?O� Ot1TDOOR End Uau. 11 �"2016 knd'Jime: �� r n�9 (— Pna En�in�nsnental �Contrdctor. GcYrli�gis;'s Naroe: tinviromncntal Technician's N�ve. ECOTECH ENV. SVCS., �NC_ Paul 8rackin ORIL�ERS Ih-il Company: Pavemen �Thicknecc (inr.6eai: Boreh !c lliam��tcr {inchex) Bonbul� t7eplh tfcet): I �.,-f�^ ,IV' f-i: 15 Un` l; rig'.UlCtht�d(s): Apparenl &�rel�;�lr 1)'I'16' (in tcrt ;Lisasurec; K'rll t) I W(an icer �ftcr OV (iisi mode] and ch�ck sype) R T"\!"'1 "j� frem:.nilu:n��turertmteat) S`' u•ater:rchar�sinwell). ...�.- r rtb �"/' Dis�sitian nfl?�ill Cuitin� (che�k mctttod�s)J; r Drum � Sp� (". g� �u (— S`tockpilc (— Othcs �itascril� tf otJ�er vr mu(tipl� :�e»ts are d�eckrrti: som.�o�� c�,,,�r�r��n ��n�� 3�a: w�� ('" Gruut I Bcntpnite r flackfill �"' Other(d�scn'fia) � m r � � L�b Soil aud � ° °� ° �' a � ��-. b � °� � � '� � � �, as „ ?? � ^ San�lc Ik�criptioa �, c Graund+r•atcr „ t ,� Q v ., Samples {�ts� ^ �� -� a `� J � 1iaMudr erain etze based on L'5CS, odnm, �i�inia�, u t ,.3 v � a�, , .^, v r� asmple nember '*' +"'s ��-- o � � � M xnd uiBcr remarkt) $ e t � e i „ 1, i^ �. a = aed depi6 W' " ' 4 � } '/' �. � terhpOraty3crcen irLLertial t�A "�J'= f i � � � � V �• � �` � f �j f . t� f �„�� L.� � . L J l � � � � �shY� , � � � `�=' ; � - `; ,� i.�.. �- � � �� i�� -� s �t5 ' " �, .� � � K .a'{']l' b �� L � }! t , �„ �,' �,y� v r +� -r 7 �� r � � K y �+y. io i� �� 12 ,; � �- �� • � �� .;� I ` 15' E03 Sain��le Ty#ir {.iaie+: PH - Pu�t Hole; liA = Ha� Augzr; SS v 5�;it Sjnu•n; �'f - tihelby tu6c; DP = birect Push; SC � So��ic C�v�. C)t' - t)ritl CuhirKs 1'.;nsiurc� t'ontent COdcs: 1) _ l�r�: A9 � INoi51; N' = W et; ti- tiatur [ci'. � S Florida LkF�et�nent c31 Er�uirunnarntut Ymt��:iion - L?n�tsion o3 Waste Manageme�n -[3ureau of Petralsutn Su�rage 5ystems �iC}RI1�G LCI� � Ya$� a Qt i 13arif�JWe.il l+lumber• PeRnit NuiuUer. F1)F.P Facility 1dr�nificaticrn Numla-r: . _ji�� „�.. (y�� i �! ' � 86231 i33 Siic Tdame P:orr3s.�te Start irate. 1! i+i2�96 H�nhole Stan Time' �-� t) (- AAi` P7�� RppD BUTDQf3R �nti I1atc: 11��'j�Q18 F.nd Tin�: [�"�� r At�i � v�� Enrimnrr+ental t'.tmtrae.tar, Cx�logas�": 1Veme' F.nvi�.,�unental Tccluriciaiz's'*iame: ECQTECH EhV. SVCS., INC. Paui Ssacicin DRiL�ERS UriLling Company: Paverr►ent Thickness �inch�} BoJ�2io1e Diaa��e1� �.irehoie Depth (feet}: � �- r��--.��-� .� D1 G� , � Drillin� h ht�;s) r4frE:are�d Huretinle IX1'14' Iin 1'eet t.�a��d Weil DTH' (in :cet afle� fJVA (�ist mc+tie.l �nd cht�k ty[�): 1C�i fJ1 }'� CJr�n�;anlnun�:larar.vnirni� '�j� iyatrrn:rFargesinwelll: "'�� r FID � Dispu�iciun.�[ IJnI! (:uitmgs �rh:�k mtKho�{s;): r Urum� 5pmad ("' I3ackfill r Slockpii� ("" U�hcr (descri6e i{ather or nrultl�le iu�rns nrn �i�c�r.k�•:i) BnrchnlaCum� V��efi {'� C,�niet (- Bcntvnite (— t3aa:kiilE (� Ot#��a IdescribrJ � � Lab Sai[ and m ^ ,'�,- a �' � � �? � � � Groandwrter � K ,� � � ' � � �; � �e 5ampie Deseriptioa a R San�p{es (d�t �'p '= �� '�, ^�' � �enelwdr �rain sirr 6�d au USCS, odore, slaining, ,,r/'�� saeipin numhrr �e r ^» p . �^.' � ��' ,�`.� O � �^,�-,, and othKr rrtnarMr) a, ° and dcpih ar c '"� e ff � [ ,� ^' a '� ;� � � ;, tenipa•acr urcea `e iotcrtial HR. .,�8-�' ri f y � � t-+ 'p s � 1 � ' � '' r r �•.i�/ iy.�"'} � �b�-l � � ,*^, � t ,�. � � , ' .�' � .�r ' _ � I ��' ,e;,�...'�� , ,� � { � :� � � � �� . �� , Ia � 4�� `� j ��£.r��. � � NA '"" ll+(\ 4 � 4 ^-*� L``} �-- 1 � r ,� r �� 'r�`� WG. �{ � �,� � 5 `1 �! J � � I � � I � � 3 � i -&^A^ � 1 H � ! � y � I i ._P�JC+ lt) �' i 1 ��=12 , � �� i �, �� I 3 _ 3 .,K , ., ti =+� � ; C° � � �-,,..`�' �,"1'T ,1 ::t L. t. � ? . �� +� � y( �" 1.. ' .� r J i:� ,se�� ;�mplr'f }'Ps' {'ot!e> PN - Post Hok. }i4 =};ar� Auger: SS ° Split Spx7: ST = 5helby ?;i1:e, DY - DiriY� Puih: SC � Scni� Ccrc. DC' = Drill �uttir:gs t�7o�s:urctor<icn*.�o;1e3: ll4Drv; �1=..19oi+;; 5�' W�[: �=5atwated t � . / I� = � . � � �f : � � /~`� t �..�� C_ 'r' ( � Flurida iltpartmcnt of Gnvimnmentat Prc�teciiori - Division of Wasce Mana�emem - Bureau uf Pewl�rn Stordge Sysicros • BORi�11G LUrG Fa�e 1 c�f I Bt�t'in�e�'1'l'ell l�um6er: Pemtit ?+Tumixr. FbF,P F3eility &lentificadon Nutnber. �� ' 47/8630298 Site Name: Dore}mlc Statt Dale� p1119196 �orehole Start Tims: � Z�Q r Aiv[ NM ROOD Ouldoors EnJ Date: 01/19116 Fsxl Time: �V r 4t�t � PM Em�iroomental Cc�nhactor: Crr.�lc�ist`s IV:une: £av�roam+�#al Technician's Alame: ECOTEGH ENV. SVCS., lNC. Pau) Brackin ORiLLERS Unlltng Ctimpany Puvement'�i � c�s (inches'i: Borehole Diameter (inchcs): Rtxehole DepUa {fr�l): � EARTH TECN DRILLING T4 �,p � �`?rilling Methuci(s): Apparcnt Bercha(c DTVd (ii� fed Messured WeU I7l1V lin (eet a!�r OVA (list mt�dcl and ChCtk type)' A frurr, soil moistnte ce�>>eni) aater zechargea ia weU}. """ (�' ��D (y Lhspusit�an of Drill Cuttines (oh�k metlad{s)j r Tsrun� ''�. �>read r a�kfr: r Slorkpile r nth� (desu�ithe if�t7�e� nr mul:ipJe ilems are chEekedj; Rare2n,leComplct�an (chcck one): Wc1l r Gmw �"�' Etrntonite �" I3xl:till r" Uthcr (descrit+el m � Lab 5oi1 and � � � o � � ,., .� ° � a � z � s Gronndwater R � � � � X' .� � � ;; tr Sample Ilescription � � Samples pis� -. � a p p�aNude grain siu based on 115C:S, �xlors, stafolag :n y �� A s e � ,. � ., �., sart�k nurr�er `e r y ' 9 �..� �' ,'?.. � p C �;, �, and otYcr mmarkv) � a awd tkyN� � � `'� � ,� � .'�t � � � teaAAnr�+'S' uy'cen t al HA �-1 , ' V `�) f� • �� .`" > r�� ^ `� � "� � � L � :�r. < ,� • 2-3 , 3 � ;� ; � � _ �,,- � �,�-,c, ,r�� M "� = 2 �� ,.� � �w i $ � }. e � � `' �"¢'��"'; � �S � s-e I � � f 1 b 9 8-' 0 1 tl ll 1 D-l2 12 �� li 1?-14 • 14 15 ld' EOB �`�P'-� TW= Codcs; PII � Post Hole; HA = HanJ Augrcr; SS = Split Spooa; ST r St�e�i�y'Tulee: I)P - D'srcct Posh: SC = Sonic Core; DC - Ihill t a�ttinRs Moisriuc Centel�i C:rdcs. D 3)ry; i47 - Moist: N�' = Y�H. S= Sahuaied Flcarida lley�artment nf Fnvirpiuz�eaital Prote�tiot3 - I3i+isinn of WaSte ;lqanagcane�at -$ur�uu uf Petrolcum St�rage 5ysiems '�'VELL CUNS`1'RUCTIt}N AND DF�LOPMENT L+0►G `i�YEi.L +�O�S�'1 �.�CTiU�t DA'TA Wcil Numt+er: Slte N�unc: FDEd' �aciliry 1.17. Number. WeII la3sia11 Dute(�). �'�'W •.� RbO� DU7DOUR 8B23103 1/�� !16 WeI1 1.��tion and Ty�e Ichcck aPprogriatetm1esl: WeU Purpose; r Y�rehad l�ionicorin� �'tTr;ll In�ts{1 1�lcthod: C7n-Sice ("� Right-ef-��'aY � St�aElo.4 { V,�'uter-"l abic ? n�far,itoring �� J� (� ("}ff 5te Yrivatc Yroperty (—. Inier,e,rcii:,�e c3r UceF Monitorin� �.A'�ove Grade {A(�'� r Flustz-t�-Cn'scis. I� Rcmediaticn �r t7chcr {describri Surfaie Casing Inst�ll A4eth��3: tf AG. GSt feet ofri;er2hovr Iand su�farr :.............�........... t''�J 1 Barehole pepth Well Depth BorchaJe lli�meter lrtanhole Dia»�eter Wcli 1'ad tiize� �'�-� �fcet}: (incises): � finches): ,� �,,,,_ft;s: by � teet Ri�tx [3iarneteT and Ni�te�ial: Ri�e:rlSen�c;n r}�lu,fi-Thrr.�c�e.d Rist°r Lcn�th: #cet � i � �lNiI1Ct'l!{DDS: ,�„�,�,� �-�t] ��{ (� r Olher Ickscriiae} frois� f.:� �Fcc# ta � fee.t Screcn E3iamr.ter and Materinl: Screert 51ot 5ize: Scrc�n l.s�gth: t' feet +'� *� � L-, . � � �' }1•r �." 'i.� , � t U fr�,m �'� feei tc� � feet l face Cus�ng Iw7a�criat: NA �" SurFucc Casin� l.u, (inch 1 w P�e Cusing Len t��t AIs�c2�eck. {— Pcrmarca,t � Te ra,-y� fn�m to fect 2" 5urftu;e Cssin� �at; Nq 2 Surfacc I.D. (inches)' 2 Surfac�r ' g I,cngth: 1'� al�� chei:k: r ane r Temr��rary � fe+el to teet 3'� �urf (:asing Mat�iaL• A 3` 5 ace Casing I.D. [in rs); '�` S ace ['asin� l. gth: � feet al cl�eck: � Pcrman+cn[ r' 7"emper NA fxorzi �3 tc> NA f� Filtei Puck Mukeria� and Si�.e: �'rei�ackc�d Fi3te�� Around Scrern (ch�k onc�: �iltez E'aicic Leat�cl�: �,_ Seet 2•v�3U 5+ 5�1� r ti'eK 1�' tvU from � ft��v �fc�:t Filter 1'ack Sea] Material curd �Slti.t Pack �eal l,cngth: � feet Sizc: �� fc�et Io feet � L �j� f{� fl"O/Tl x ! Surface Sea Muta Surf'ar.,e Sea3 L�gth: _„�_ fcet �''�, .+�,,7� 6rom � fect tn � fee# WE�,L DEVEi.UFMEN'7' [)A�'A Wcll lleve}c�Jtment Date: Wc11 Dc��loprnent h7ethod tcheck ane): Yump � Compre�ecl Air r Stu � '� !J � �a {— i�ther (d�s+:rit�e) I7tw•clflpmtatl 1'umP Ty}�e (che�ck): C"rntrifugal � Ycriataitic �pt>t to Gr�oundu�uler (before develnnin� in f"eer}� r Subtitersble r{)the.r Sdesc�ibr} y /'�'�. Pumping [�ate (gallons per n�iniate): �Saximum Drawdown nf Graund��atea During WeJ1 l'u�ec [)ry Ccfiec • one): <° Dt.w•clopmcmc {fee�): r J� (' Y�es �i Nu 1'umping Cor�dition (cliruk one): Total Ue��el�J�ment 4Va#er Deoeiupment lluration Deo�elopn��att 'l�t'a[� Drummui t"on�inu.�us (— in�crn,�ttene ltemc�vet�{�ai)ons)� � �� {minutes}: �� cl�ackoi�e): (� ycs �' ?3c� '4�'ater AppeaY•ance (colur und �dorj At Start of t�•el�pment: Vuater Appear�nce (r,nlnr and odor) A4 Ea�d uf Devr3vpmcr.t: � 1� �' 'v"�` +? � r�^�.- ' ' J i^ � � tr,` f� „ W��.,L CONSTRU1CT1C1�' UR DE�'ELOPME�TT RE�fARKS � , Florida Departn��it uf Eiiviron:nsntal 17c�tectinn - l�ivision �rf W�le Mtaz3agcment - Hureau of Petroleziii� Sivrage 5yatems � 'WELL C01�1STRUfr'TICIN A.�ill DEVELC?PME1�T LQG �'VELL �'fl:1�TSTRU'��'.�iDl� I�:�:�"A Well Num�er: SiteName� �DEP Facilit;,� T.L►. Numbcr: Well In:�talt Date(s}: IM1fi r �� FtflOd OUTDOOR $623103 7,�. !16 We11 Lc7c�tion and Tyrie (chcxk app�c�pri:,ir b�xes); 1�1�11 Purpnse: (- p,��hc.r1'vloniivring ii'e]i Install I�i+�hod: r On-S�te r"'" Riglit-ur-i�+%u}� > r Ui1=�te Private Pr+�perty ��alleu�{�l atcr-Tabia "� Mvniiorin� j� �� (� InKerme3i�te �r Ileep ASuniisarinK `� r Ai?o�� C�raJf: {AC,7 �' Fiush-to-t`ra,lie Snrfacc C,asing lnstall h'Iethod� r Re�ne�liulion ur tJthct' (descrbe} `�/ � lf ACi, li�u fect ofrissa abavc land surfacc ..,.......,. � ........tl..... ( Y Borehale Ih:pth Vt'e�l t�epth Bore7�olK Diameter Manhole 13iamet�r 1�4'e31 Pad Sixe: � � (fe.et): �� l;inchcs): {inchesl: _�teei hy �_ Cet� Riser Diamezer as�u Matcrial: Riser+5c'ree�► J�. rlush-Th�caded Riser L+ength: � fec;t �{ ['c�nnertit�ns: � t y�- '� ��-R. ,`"� `t,} � 1,� � (� Oth�er ttlrsr., iUe) from �� feet to � fect Scr�en Diz:t;�eter and Matcrial: Scrren Slcst Size: 5creen Length: �J fect �� 1 ' � 4 � � �'� �--- l) � l� 1 �'`r frcam �^ fe�i tc� { �t- fc;ct 1 ace{'asing �iate�ial; NA ?° Surtaee Casing i.➢. (inche�j: r 1 nrfaceK'asing [x�� h• .,� f�� alsn cher,lc� Yermanent ("" T ar;uY from feel t f� 2� Surfaoe Casing 'al: Nq �� SurFace C� ' I. .�inchcs}: �-� Surface mg L�gtl�: et ul5tj chcCk: I� Pen zn r"� !'cxnporary from fec:t to 3"� S»r�ac . ing Adut4°ria3: 3'� SurE Ca�ing l.11. {in r_s)� 3� uc fuce C�si�g L�n A feet �.,,` uis Cck: I Pern�auent r Tenipoiar, NA frnm 0 t0 NA ftx:d '`� � Filter I'ack R7aterial and Size: Prrpackec� Filtcr Amund Screen (check onel: ` Filtcr Pack Length� l( feet i� q 3ij s,�� I �c,�c ; ��"' Ycs r hn from �� feci ro �fest Filtez Pttck Seal Material and Filter Pack Seul I.rngth: �, f,�i Size: �j d t�p �; S �' � �� t� ` S�;i.�-+.� fmm � fcet tu s� fixK Surfacc Sca{ Material� Surfucc Scal Lcngth: _� fcet l��.� from (� f�rt to _� fcet �'F.�,.L l�Et�E�.,OPI#'lENT DAT�1 Well Developrnt-nt Date: ,I.�y �(,. We31 Developtr��t hlethcxi {eheck one): --�" pim�,p r C'umpresyed Air (�+ r +Uthcr {describe) r �� Developmen Pwup ype {chci:k�:----� ��trif��a1 r Feri�talzic Dcpth ta t;mundwarer (before deti�elaping i�a fc�K}; � 51�tv3�ersitale r t�thcr (d4scribe) �,� . � 7 Fumping Ratc {gatlons p�,T minutc): A1 axianu�u Drawduw�n Uf Cm�undwater [?ur,ng Vl�e?l Pu►ge,� Dry lchc onc): j� Develc►}�rne�ii {fc�i): �� r �,�,_ r Yc� No Pumping Condition {check nnej Total Aevelv�aent Waicr f)evelopment Duratio[� D�.w�clopmeni 1h'ater Ihummed r` Cor.tinuous ( — Intcrmiit�nt Removed (gallons): � � � (minutes): �f "'� (check onel: {" �' � ��,, l,J Wuter Appcarance (c��lnr anc3 c�tlnr) At 5tart of I}evelopmcnt: Water Ap��a; an�:e (culor and odorl At �nd of �evelopmenY ,lf 4 'J�'Z'�-'"" ✓f �.�-�. '/ � er' ��{ . �, eJ.+..� J ` WELI, C'O�iST'RLTCTIU�+d OR DEVFI:OP�ENT 1�1��A,Ri+�S � , � I'tnrida Departta�a�1 vf Enti�ronmentai I'r��rection - Die�isivn uf Wtutc A1ana�+emenc - Buresu olPelrvlc�n� Stnrage Systerns '1�4%ELL CfJl'�STR�.3C'I AI�iD► DEl'E�Lt�YME�T LOG . . 1',7.G.F�:IL \rV1,�47,� DATA Wetl AJurnber: Siie'+Iame: FDEP Facility l.l). humber: Well Instati f}ate(cj: �'� �''l r�1 i1QVV ��1�llv� $62'31[�3 �/ �� We[1 ix��atian and'Typz {check a�rvpriuirbuxes>: L�JeI! )'ur�ase: (` p� �.qa�itoring u'�I Install 'vlethod: Un-Site �"" Right-uf-Wdy � Sha1lnw•(Water�Tuble)Nlonitt�ring r Uft Fri�ate Pr��erty I Inter�naii3te or L}e.ep trioltitotitl@ �� Aba4r Grac� {ACi} �V Plu+h-to-C�ra� ��temediatinn pr i�ther {describe) Surface Casing Instali '.4Setht�d� IiAG, list fc�t of riser abovc la�xi surrl�ace: .... � ... � ... � ."........... �� $orehole i7epth 1�4'+ell 1)e�th Burehvle Uiamctcr Manhole 17ianieter Well �'ad Siae: (feetj; � (inches}: (inchesl: �.� �Cee:t by � feet Ricer CJiameter au�d Mt�it,ri�i; Riter,'Scre�n � plush-Threaded R.iser L�►gih: �#�ct 4� � `i �L�.� `�t� ,� � E_� t'onne.ccic�ns �—', Chher t�k.s�:�ibel fran � fcctir, �,fe� Scr�n biamete.r �nd Material: Sc.TCxsn Siot Size� Sc Lcmgth: �_ feet o� � 5{� Y'�'{ �,.� � 4� C.. �. t� �� fror �f a�' feet tn � feet I e C'a:sing Mateeial. �A urface Casia�g I.D. {inches): 1� urface +Cusin� Length: feet also che�:.k: Yermancni r. I' orary fcvn! feer Cect 2" Surface Casing Mat+er� IVA 2'"`� Surface Cs►� .(inchesj: 2 Sarface .' g •n�th: cct aisu chc�:k: r anent "! empvrary #'ra frGt tu fe�t �'� Su � asing Material: 3" Su c Ca�in,� I. n. {inc s): ? 5urf Casing t.er� �4 feet t� � vhtxk: r Perma��c.l�� ° Tempora NA fro�n U f o NA ie�et t Fiitcr T'ack Matcrial a��d Siz.c: PrePuckcxl Filtcr Ara d Scseen (check unr�: Filter Pack Lenngt#�: I1 feet s C7 �� c t ja G Q':/� r1 ( Ycs � No frorn _� ferl lu I 3 fee: Filtea Psu;k Scvl R4atcriai anci Filtrr Ptuk Sc�l Ler►gth: '3 f� 5iae� '� C� � c� ' �j , � -� -'i �'- �.' �, � from � '� Eoct tn � fe�t Sur£ace SCa! fv}aterial: Surface Seal l.ength� � f�X ; «- �...�'� Crom tcet tn � feet w�L�., n��,oP�E��r �� r.� t�elt Develupmeuf Dxtc: Weit Deveiopment A�c¢hod (cheek one): y� j pump �'" Compre�,�ed Air 4 � J (— 4ther {dascriht) �`'' �rerlPum 13ev lc��rneatt Funip Type {��e;ck): �ntrifiigal Parinalric. Ue�th tn Grni�ndwatc� (be�vre �Ica�elnping in fe.ct}: r Suthne.�si61r � iJth�r tdc3Cribe) �� '�j . �`'� }'umpir,g Rate (gal3Uns per minutc}: lAaxii;�u;n Drawdown of�Ciraundwater Duri�� Wc11 Pur�;ed Ury (cheek one): �t:J �, De�elopaneail (fec'i): t,,v �� r` Ycs � I�v Pwnpai3�r Conditinn {chec3: nne): Tatal bevrlopm�.'nt Water I)evetap�uent L►ur�tior, Uevelc�pment Water [3currunu3 Continuou� [— intc�znittent Reiin�ve�1(�Ilc�ns): ,n,_ � � {:ninute5) (check one)' �"" �',�� , Water Appearance {cc+lr�r anr� odorj At �t�at of Devclopmcnt: Water Ap�rancx {colcar anrl �dor) .At End of Drvrlopment: 1� �,�..�r f'✓' t� t.J !' t.-1 �' WELL �U�;S'TRUCTI+�N �JR D.�aYELfl�'iV�ENT RE�'IARKS .� �'lori�ia Tle�artmmt vf Environmcntas Pra�ectinn - l�ivision af t6'u�te Managemenr - Bureau of Petrc�lcam Stnra�e Sy^sterns . '4�V�;LL C�NSTRUCTi{Ol\i AP�D ��VEL�CIPMENT LOG W��,L C0�53'�t,� DAT� W'ell T��mbea: Sicc Name: FDEP fiacility I.U, �lumber: 1�'e31 lnstal] U2te{s): �''l l�°r/ `` R(�OD OUTDOOR 8B23�03 1! (�'� !16 Weli Lpcativn and Typc{chxk a�mpriatet,�,�zesf: VVell Pur}mse: r percl�ed hiunit�ring u''eJl Install Meti�nc3' �i fln-Site (� Righi•of VJay ��f" �g,�Iloe+.� ( Wa1er T �ble ) A9flnnoring � � r Off-3ite Prit�ate Psc�perty� r Intezmediate o� t)eep Monitoring � r Ahcave C'n�� IAG) � Flush-to-C'natle (= Rriueciiauon or Other (de�crihe► S+�� +�ing Install'Nethncl: .................._..............,...._..................................................,........ �Y lf AG, list feef nf risei atwve lund surfecc: 8nrchale I�eptl� Wcil Dc}�th f3t,rehalr Diametrr Manhole I7iametcr Well Fatt Siae: J� (fc�tl: l ' j� �inchis): � {inches): � � feet by � feet Itiscr i�ameterand Alatersaj: 1�iser'1SGraen ��uyh hrcaded Risea� Length; � fec.�t o� s t f i,�nnections: � �`� e,�.�+ �� 1/ i.- r Other jrk:GCriU�e1 fram � fcct to feet Sereen Diameter aijd Mr�lca Scrs�� Slot Sizc: Scree►z Lcr�gth: 1t� f+e� � L �{,,�,�'�..- � tJ � u` C_ � t ;� j L,7 from '� _ feec ta ,�_ feet uriacc Casing i�laterial� (�1k l�' .' rtace Casing I.D. (in �): 1' '�,riace Casing Lengt • fiaet al5t,� chtjc . � PennanenR �'"` ipurury Gt�r:i f to t�t 2 Surface t;a�ing terial: Nk 2" S��rf'ace Cas I.D, I,iflches): Z"�'S��rfa�e .�i Lrngth: f also cl�eck: T Pe n ('! T erapurary ' m Tert tU teet 3`� Surface . sing �lai��iul. ., �'dA 3 ` a rfucc Casing I.LI. {inc ).: 3'� Su •c Casing I.en feet also�eck: � Permanent �""' TemP a�7' NA frorn fl .t ct to NA fe�t �� Filt�s Pack Materixl and 5�ze Pre�at3cecl Filtex Around Scr�en {chc�k �ne): Filtc� Pack Lengtlt: �� feet �L' '�U f. C��4�.. f rl. {� Yes (d t+ln from �_ feei w �feet Filt Pack Seal Materiul and Filter Puck �caJ Length� _� feet Si�.e: ..— �. � � !1' �, � ; �. [ Gt '�+��-- � fram _„_� fcet to �fe�et Sw Se ?+�attxial: 5urface :5eal I.ength: �_ f,�� t: f ;, W�.�. fruna _� t+er; tc� faet �'4�Li. 1�EVEL(3I'MENT DATq Well T}eti�elopment Aate: Weli �evela�met►t h1e[hc�cl (chcch nne): �,�' P,�„p r�omprc.sseci Ai� l J Zt,� ��, � Uther f.3estiribei � Siage?P�a,i t7cticiopment Pump 7ype {che�k); j"� Centrifueal �" Peristalcic Ucpr3i tn Crrnund�vater {befurC clevclopin� in feet): �' Submersible r flihcr (drs�;ribc) {� ('_ lf. Pumping R�te (gallons � n►inuie}: Maximum Drawdou�i af Groundw•atc:r 1)��ring Well Purgcd Ih}� {check �ne): Devein}7ment {Gr�t): �� " Ycs �C?� T7o Pun3ping Conditiun (chcck nne�� T,otal L3e1�eJupmenl Wate,�r D��elo}�ment Dura;ion 1?evelnpment Water Drummcxl Cun�inuuw r I»lertnittent Removed {gplloris): 1 - t"�, (niinat�7: (check cxie): r Ycr N� � L1 W�t�r Appearunce (color and odr�r) At Start of I?eveloprsient; �T�'ater �ppea: arNCe (ccalor and ��nr) Az End of Drvelopmem: j t. J J t �j ��P✓tl' Y'`' r u �� (� �'` � �. 1� a �''� f .�"` f a '�'1 � �'4EL�.. �CONSTRU�TIOh' UR DEVEL+DF��E3'4'T R.EPriARK:S � ,� �-_-� � Florida Drp:uiment of Envinmmcntal Protectioa7 - L}ivisi�n uf WaRte Ylanagcme.rn -$ureau of Fctrc�leam !itnra�e S}�stearis WELL CONSTRUCTIUI� r�NIJ� DEVFLrCJMPMEl�iT LqG � 'V�ELL ��1'��TkUC',�I�QN DAT'r� Well NtuYibrr, Site Name: FDEP F'acility I.D. Nurnber: WeiS Inste.11 Date(s}: �'� �� ROOC} ClUTt70CaR �823103 1l � � /46 Well �ac�uivn and f ype (cl�}�::F �prupnate baxcc,i: Well Pur��se: r' p��had Iv�Qnit�r'rn�; 1�'eH Install �fethnc�: r t3n-Site r` K��ht-of=Wsy ""� Shalintia (Wdtrr- [ ebic } Manitorsnn ' fY='Sste i'rivate Prc�p�rty r' Entermi.diaie ar llecp Mo»rioring �� r Abuva C3�adc {AGi (� Flu�h-tc�-Gsade r Remediatint� nr Oiher tdesc�ibe) St�rface �using lns#x11 Mcthod: ...................._.............................................,.............,.....,...,...,... �� A 3f AG, tist fr�t c*f riscx abo�e land susfaee: j l Brneh�ale Depth Weli T')epth Boreh�le IIi�meter �1anho iameter '1�c1i Pad Si7.c: f � � � {Ceeti: � � (inchesj: �,�-, (incliv��'.� � �, `feei by 4� � feet Riser Diameter uud I�Sutc�l: �5��$�C�� Flush-Threaded Riaer Lc�►gth: � fcet Cnnneetions. t� fcct tn `�fe.er �] �� '� �4�'' r C�tl,er (�1eac:ribe) frn[» Screen Di�rneter and'.4�ateTiat B�TCen 51nt :ii�.e: Ss. I cngth_ �_ f�t ? '; C C,�,,,. '�i'� �YG �,+ � � � �rnm S fcet tn �£e,et �. . � rtacc Casing Niateriul: �A �' Surface Cu�ing 1.D. (inc �l' 1 Surface t"-as' $ L.� }�i'. feet al�n ch�k: �'ern►ancnt �"' ` cmp�tary �� n� feet to " t ? Surface t'asing hia ' NA 7nd SUI'�EiCC �C'#LS1 .11. {7i1CI1CS}' Znd S Ca�in� Li'n�h: � fert ` ulsu chcck: r PP� nr��t �� Tsmporary om f c� feex 3` Surface t' ' g Mauria3: 3' ace t'asin� i.if. ��nc:� es}: 3`� S ace (,aa *� i.e.ngth: � feet al�o Ch . I 1'ermanGiat r"Iriiipursr}• 1'�A �•• fzoin (7 i�ect ta fe�i Filtcr 1'ack h7atcxial and Siee: Prc�sackcd 1�'itter Arn�.md Screcn (clieck une};� Fiiter Pack Lcxigtl3: �� feet � �...�.:� �� , ,�, � c o S ati 1' 4'� I�+' vo frorn _� fe�t tu �_ feet F�lt Puc:k Seal 141ater�al ancl Filirr Pack Seal l.er�rth: � feet Size: �,;� / ls+ � ' I� z� S�E J"• ;� fi am fect tt+ #�t f SurCact Seai Material: Surfacc Sea1 Length: ,,,+,_�___ �' tr �.� �.'x--•"� f7'4AIS � tECt t0 fBCt VVL�LL i3E�'�I.�UPMEN'T' I3ATA ti1'e11 l?evelc�pment Date: Well Develapmc�nt :4lethod {check nne}� pump �"'- CUmpr�ssed Air r Slw i ' ' f +Dther {rle:�rihe) I}er ttps�'ietlt Pt1tAp TypC {�h4cl; j: --�' {�,e�jtrifi�gai � Pcri.cta7r ic ��rh to t'ir+�xrndwate� (befor4 dcvcltspin� in f�et�� S��lxn+�rsitrie � Clther{descrihe) � �°�"- E'umpir.g Rz�te (galloi7s �.r minur,c): 'V1a�ciiuwn I?ruw�dt�w�n nf Grnun�K�atex Du� WeII Porgcd Lhy {ct►eck nne): � Developanent I,fecij: (— l'es � No Pumpiag Conditic�n {+check onr.)' Total Devclupmcnt 'V�'ater (�� Developar�nt Durati�n De��el�aptnent Wat�urnmecl t'ctintinuous �' lntern►ictent Ren�veafi{�Ilons}: �(niir�ut,�): �checkon�}. t'es ("' Vc Water Appwrance Ici�lor a�nd oclor� At St�rt uf DeYelopment: ti�'ater Appeur�ne� (cotor and odor) At End Qf Develupment: � ;j, S T" � i �� ?1/ ',�.. f c „�, r, - � � {�. t ti �. �? '�i "'"'� ' �"'�' �1= c. (� �,j ?�" w�.�aL t�Or�TS�RU+CT�o�+ +n� n�:v�LOPN�ENT RE�A��s � L•' r "°- � � � 'l+ti,f �,,,�A..� �,F `6�,,,A....�.� � U iy„ti..4'� � ..�.. i.- � l_ ! J tr 1 s � f � `� �. � i.�...r{�'�-t„'s "F� v� � r � ( 4 ' {{ {� � f � � ; M f't. �,..• � , 1.a'� {� � i,. ! J .I `1 �• t »'S,.. � 1 � �, ! t F' " 1 � d"�. `�� C, i 1 �`4 �'n" ;1... � . v `-�` t �[ � 1 � "`� 4,.. € � �. � �"� � ,�" � ?' � '��,.. � ,a � :,a.f, �. Y � • 4.4 HAZARQOtiS MATERIALS CONTRt)L The chanc�es c�f a chemical spill durin� the site investigatian are mina�nal at the�e sites. �- , Huwever, in the eveni of a spall, the Project Ivlanager or �ite Ge�lv�ist will nntif}� thc FDfiP and a}�propriate lc>cal t�fficials, Fie1d Tearn Hcview Eaeh fieid team memb�r shall sign t}u� sec#ion after site-specific trait�ing is camplete�d and heforc being permitteti to work on-si#e. I have r�ead aad unde►staud this Site lnspectiau Heal#h �nd Safety Plan. I w�ill comply with tb+e provisions contained therei�n. 5icelProjeCt; Rf )C)D (�UTL700R ENVIF2(jP�IMENTS Namc Prin#ed Sig_nat�r� Date '�r+�rt,�,. i�r�ir1�S� ��,p��,t.. �►� �"� � �� rn; i H.,a..�i �Or 4a,J� ��`'t'`� �''.n�t�G � 1 � I��P �� yc � �a �-� Cr�F,� � � � � � � /�'� �''� Lj � �.- ,� 1— �� — / �y � �.,� �r.�.�;,� ��..` c ,� � �� { �.� ,.,�.. �.� � � ��-�. � � �. L-�-�— , � /�� j �� ,��-�-= - �� 4�_._- .�'-�-. r _, �_,, � {�� (� �� ,' „- �,�-�'° ,��-- C o� .�� - ��.� '� .��;� � ��/�� .� � � . � �'1��14�1 �it��,�� k,,��.?�r.� ��C�� '`'�" _ � �:, � i 1�i�.ALTH f�,ND SAPI^ I'Y PLAN STATE OF FLflRIDA WELL CC?MPLE7IDN REPORT Cmestamp ��;a ii,� ��r ` ,. « ��u,� 4 S4uthwest ri�ase, Fi�1 our �� av=Gtu�at� F��.us • � NorThwest ('Denates Req�red F�elds Wltere Applical��} � Si. Jahns Rio•er �g� South �'Icsrida + �q, .� °.� Suwannee Rivar �5a v�s�`-'-��" t?EP Delegate�i Authoriry (if AppSicsble} cm,c ai t�sc only 1.'PermN Mumbes 5�3G.15 'CUFlvVUP faumGe� 'D1D idumber ____ fi2-524 Oeli�1eatior he. 2.'Number of permilted ure44s catstrueted. repairecs, or abanooned 5 `1durt+�er of qermitied wp.�i& not cansiructed, reps�red, er aber►done�i 3,`tJwner's Name xcy �scares �ern�esta �v n.•C;onxNei�an Da#e y�1�/s� K, �iarida Unique ID 6 45dE tnun ine Rd Te uesta y ____ _ �tNe� �ocatien -�drlress, Roac� N�me or Nu�nD�r. Gity. ZIP 7.�Caunfi� _,� �atmseac�+ 'Sedia► 2s land Grant `Towq�tahiR a� "Range ao 8. Latits�clt Longituds S. D2ta Obtair►ed Fra�n. [] GPS Map 53Ney Datum� NAD 27 NA� 83 'NGS b4 10."Type af Nfa�c D ConsifucNon � Repair �] Maiificatiar� [] Abandancnent 1'1.'Specity inier,detl Use(s) t�! VVtIIfsJ ❑ Site investigalicros � Domestic ��andscape Irr�gatian Agricutture€ irtigetion [,t] Monitoring Bottled LN,ler Suppiy ❑ Rect+ea�ion Ar�a lrtigatian Livesloak �1 Test ❑ Put,6C 1Nater Supaly {l.i�mied Us$lDOH) [] Nursery frrigalion �; ��C�� ptnermal � Pub6c LNaI� Supply (Carnmunity or P1on CommardaUlndusira! }.�yq� r,,�p�� Cj C1as� I l+��ction � Go{t �txuse Im�a�n t r3VAG Relurn Class V In�ection. � Recnarg� � Con».�rciatllndusUi�! Dispasai ❑ Aquifer StOt�9e 2nd Rscovery ❑[lrainage �terr�iat�on: C} e�ecoYery❑ P �r 5par�e Ci CNher �os�'.'�p�� [� Cither toes^�� 12. 'Diill h9ettwd� Augec ❑ Cable Toet �1 Rotar,r � Ca�ination (Two or Mare tulethusls} [] Jetled ❑ 5onlc [� Horizontal Dritifng Q Hyd�aulic Poini {Direct Push) ❑ Omer � 3'Me&sured Statia WaiOr Les�1 ft. MeaSUned Pumping YUatet t��ev� fl Atter FtOUrs 8� GPM � 'I� 'Messur6ng Pe'nt {�escriCe) tov �f �� }Mtix� is ft. Apovs � BeVow 1.and Su�face �Ftow+ng#] Yes Q hc 16.'Casimcj MatenaL C''i Blt+de 5teci � Galdanized [ F'VC ❑Sta�tleas Steet ❑Nnt Cased ,�_,'S (7ther 6 -'TQtal N1e3i Depth �s f�. Cased C�e th � ft. "(� en ti�e: From To ft. 'Screen� �rom 5 To �:, fl Si� 3�ze .4�0 17 `Abandonmeni: tMl�er (Exptain} F=om 'i. Tv ti. No vf B�s Sea1 Mateti�i (Chetk Or�ej: Neat Ger�nt Benlonile Other From it. To fl. Na. M BaQs Sea! Material {Check O�e). Neai Cerrienk 8entontEe Odier f rDm R. To fl Na of Bags Seai Material {Check One): Neat Cement 8enionite Other �rom ri. To ft. NQ. ot Bags Seal Mate�iat (CASCk �ne�. Neai Cement Benton;le Othe� From fk. 7a_ ft. 1VO. of Sags beal M�tenel {Cheok Qne): 1 Neal Camgnt Bentonite Other 18.'Surfacs Casing piameterantl Uepth: Dia in. From ri. t t� 1c. Nq. nf 8ags Sesl Materia! {�hecst On�}: 8 Neat Cement � Bsntonrte � C7thcr Dia in. From ft. To !t. Na, oi 6ags Seai Matcrial tCt�ck One): Nea! GEment 6er�tonite OJ�er i9,'Primary Gasing tNametet and As}�th' O�a ls in. From � ft. Ta 5 tt. tJn. o! 8ags i �eat �Aatcriai SChedc Osie}: Neai Cemef�t Bentonite { bttser Dia m. �rom ft. Ta fl Na. pf 8ags 5eal i�ataria! {Ctieci� One>: Neai Csment 9anforsite C9thsr Dia in. From ft. Ta 1f. tJa. at �ags Seai Materu�l {Check C?ne). Nea1 Cemen+ ' Beni�ite ,__ Oiner Dia in. From �. la ft. t�o. cri Begs Seal iulatarlsl(Check One)� Meat Gement t3enla�ite V1her �iia m. From ft. 7"o d. Mo, of Bags Seai Material (Cheds brae)" Nea� Cemcr.t _ Bentvnite Oiher 20.'Lir�r Casing Diameter and �epth ,._, t3�a in. Fram ti. To ft. Na. D# Begs 5eal Maiartal {GhatJt tane} �„ � Ne'ct Ccrnenl Bentonile 4lttier er b�� in. From ft. To fl. No. o# Begs Sea1 Malerial {Check i]np) + Neat Cemenl Bentonite ' Ottrer Qie in. From i! T� it. No. of Bpgs Seal Maletial {CheCk t7ne): � Neat Geme�t 6entonile C}ther z�, �Teiescope Cascnq D�arnster and Oepti�. U+a _... �n. Fsom ft. To ft. �lo. ct Ssgs Seat t�iaterial (Checic �): t+teat Cerren; 8ento��ile Ol�er Oia in �rnm ft. 7�a tt ?�a. pt B8 s 5eal Meterial (Che�s One : Naai Cement E3enta�nite � C71fi� Na t7ia in. From R. To tl. No. at Baos 5eat Materiat {Che�s One): Nesi Cement F3e�nCOnite ' l7tner 22. P�fm� TyGs (tt Kncwn): 2s. Ctu�e�r.ai Anaiys�s {W�r Requ{�E�d): � C.ent�ifugal � Jei ❑ S rsible � Ti�rbi�e Iron �.__� Ppm Sultatc ppm CF,Ivriae PPin Htxsepon�r Pump iiy {GP�) P�:mp Lkhpth t1, inta4c� �� ft. [� �.abaratory Tesf � I FiBitl'fest Krt 24. Water laell GanVacior: `Caflf11(8C2pt iV8fT1E; Pa:d lemenm � ' �License Nur�erivaz �� -ma�i Add�ess ��rt��C� earih±exi�d�i(.mg.tom 'C�ntrsUOr s Si�nature 'Drille.*`s Pdame (P�nt or T �pe) � nr�ando �iz�5 ___ _ _ _ _ _ � � J 1!1 I i !�.! 0£P Ferm 62-�32.80Qt21 Ircorporeied :n 82-382.-010, f.A G ERe3i�a: t]Atr. Qc.fot�er 7. 209C Page 1 c� ; '�'Brcnit �10.5?35.15 • SOUTHMYEST FLORIDA WATER MANAGEMENT DISTRICT SOUTH FLOAIDA WA7Eii MAHAGEMEWT OiSTiilC'3' 2379 BRDAD S7REET, 8ROO1{SVILLE, 1=L 346U4-689G P,t7. BOX 24680 PHONE (352} 79fi-7211 or {80dj d�3-'�l76 3301 C+UN C�UB ROAD V�MAN.$WFWNID.STATE.FL,US tNES7 PA�NI BEACH, FL 33�76-�68� PH{�NE: (561)fi86-8840 ST.IOHNS RIYER WATEH MANAG�NIENT DISTRtCT 1NVJtN.SFYUMD.GUV �4QA9 REID STREET, PA�ATKA, FL 32178-1429 PHCEN�: (386) 329 SUWANNEE RIVER WATER MAPIAGEMEPST #7tSTRHCT WWW.SJRWM�.CC.7i111 9225 CR 49 UVE C?AK, FL 3206U NORTHWEST FLt}RtDA WATER MANAGEMIENT D15TRICT PNOh1E: (386j 362-10Q'i or (BOD) 226-1 fl86 (Flarica only} 152 WATER MANAGEMENT DR., HAVANA, FL 82333�t712 �,MYSUWAN�JEERIVER.COM 111.S. Highway 9t3, 1Q miies west olTallahasaee) PNONE: (850j 539 WVWU.NVUFWMD.STATE. FL US 'DRlLL CtJTTM1G5 LOG (Examine Cutiincas every 2G ft. or at formation dsanges. Note cauities and depth #a produt�g zone. Gra:� 5ize. F=�ir�, M=Medium, and G=CoarsE} Fmm 0 ft. 7c 15 8rown R. Goior Graln Size (F, M1, C} _ Mate*ial Sand ___ __._^_�_ _.�_ Fro�n fl. To R. Calor Gt�ain S:ze (F, tvl, C) Mats�iai �� From (i. To tt. Colar �rain Size (F, ti1, C) Mater+a! From ft. 1 o fl. Color Grain S�ze {F, M, C} Maie'+a1 From __ R. To ft. Color Grain Size (r, M, G) Matenat _ From_,�, ft. 7o ft. Color Grein Size (F, M. C) Mate�iat From R. 7o ft, Coiw Grain Size (F. M, G} Materiat Fro�n ti. 3 o ft. Gdor Gram Ssze {i-, M, C} AAateriat From ft To h. Cdor Grain Slze (F, M, C} Mate7ai Frosn ti. Tn K. Colar G�a�n 5�zc (�. M. C) ►,�ate•ial From ri. 1 a fil. Co1or Grain S.ze CF, M, C} Material From ft. 70� fl, Color __ __ ___.,�,_____ Grain Size dF, M, C) Maie7ai Frffm ft. 7o M. Colar Greln Size �F, M, C} Materiel From ft. To ft, Cola Gra�n Srrx {F. M, G} Maie7al From fit. Ta ft. Color Gaain 5�se {F. M, G) Mate�iat From ft. Ta tt. Coirn Grain Siz+e {F, AA, C} Maleriai From ri. Te fl. Color C+ram SiZe (F M, C) Mat�rial � From �_ ft T6 C010f ---._. .. ._ _ G�31Yd SIZ$ (F� M Cj Maieriai _�__. _ . . _... --°— From ft. To fi. Golot �rain Size (F. M, C; Mete7ai Frvm ft. Tc R. CQlnr Gr2in S�ze (F, AA, Cj Materiel From ft. To ft. Calor Gra�n Sfze (F. M, �; Maieria� From tt. To tt. Co1or Gra�n S�re (F M, C} Mate*ia� From fl, To fi. Color Grain Size {�. M, C) Material Camments� `Detai e Site �Yiap a# W4 lasa�on � CEP Forn: 62�532 9��{2� Inwtparatnti n� 62-532A10, F_:+.C. EtlecUve Oale O�be� 7. 2010 p�9� ��? . . r .��.,.,��.: � ., � �, .. ,�• :,: _,. "' .�, � •', � $ a �, ,, • ;k � '�'�� ..« ; } �. :_"��-' � : .' , xd ' 2 ��,�' �''. j' � �<:� r . , ';� �� t "��,• � � *"'� ' � `� : � . ,�,; `� . � � �. ..,� � � „' r." .�..�.�� _. r „�: � «� ° �.': ; - � � �' ��y , .. F � r �. ; � .�« ,y, ` y} � J ' ' j• � i :�'P�f[: f•q .Y � . �.. r , y "'' . a "'s- r1� °�� `� ,�.f�„y�' ��{{a� : y� � ,�, , ;. ,� .' :{.:��';' � k � � -{.� �' ;.��'� y,�;;jt �.`^K t ;k .'r "�":�,"y�� " t ' � a � y `"; �`�� :.� 't�`. ,' � i � `':,�'Yyi�� ..(�`";�'.�,� ?.��,.. X �i.� .� � a.—,`�e'-IE , � A . .�, 44.. 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Ar �` ,.,fs y;.. :.:�.,�'. �! �� ...;�,;. ��. `,'lJ:.. �:�r' :� - ::i. ' �}�"'' � � �' 1°' *'� .. , w".! � � . :� . �M : . i9^' 'q�.� rT .:t�` ;m . ". �,. � � �.:i'' . � � •: �' . � � ,1 ^�� 6%.' � r `� � i �; � � ��`'�* � '� � ;., �:+,.Fw.;.� •��s� �. � � ;��:.. " " '�'t _ �5! : �� a., K � � ' � � , A � . a t' � W . .��. , - '�°� � k � ': s i .�^�_ �� ' .i ;�as x F t ,:1 !W �� ' : -� �t * ;�'�.'' ♦ :" ;�. " ..A "", ' g�l� 'S�` - �;i ' ,�6� , , �,� ;�?.: . g �; '1W r .„ - R � ��? ,�� -�� .�, y , r :,; ,re� � . � •'�., ''�' ...�' �� . , ,..,�;'. i:�«#; .. :� � `'� � � � � • ATTACHI�'�E�TT' C �a'UlL LABOR.ATflR�' ANALYT�CAL R�:PC)RT • � , � A9var.�d En�ironmantal L�soratOries, l!rc f ' 8dyaac�d ia2�0 USATaday VYey M#smaf �L33U25 .�� . — Paymeros: ??c3. Box 55' S80 Jacksq�wfle, �L32255-i 580 '� � � �; . .' �n�irr�meota� 1a�or�tari�� IIt+. Phone: I95a}889-2288 Fe�e (95a)BSD-228t • January 26. 2018 Irene Giovenw Dortaldson E�otech Environmental Servit�s, Inc. 3264 NW 2Brd Auenue Ste ?40U-E Pompano Fieach, FL 33069 RE: Wflrkarder: M18UO2d7 Raod Dutc�or Dear Irene Donaldson: £nclosed are the anatyticai resuNs for sample(s) recelved by the laboratory on �Nednesday, January 20, Zt318, Results reportetl harein conform to the most curreni NEtAC stendards, where appGcable, unless otherwise narrated in tfie bady of the r�port. 7rie analytical resuNs for ihe sampl8s Conta�ned in thia report were suhmiited fo� analysis as a�tlinetl Yry the Ghain of Cuslody ar�d results periain o�y lo these sampies. it you have any questiotts con�ming this repori, pleese fv� frec to ca�tact me. S�ncerey. � . � `r . � Kedhy 1h'�flierrs KY1f�a ms t�l+E Ll ab.com Enclosures f�eport ID: 4Q7373 - fid73598 Page t of 18 CERTiFIGATE +DF ANALYSIS 1 h�s �eport sha0 ne! bG •eptoduced, exceGt in full, without thG writte:l sonsen: of,RdvEanced Enaironmerta) L�toratories. Ira, o yt , <<,, � Y1`J � � 90�1.tt IWvanced Em�ironmer:ml L�oratories, Inc e (� q t02fl0 USA Todap YW y Mirarr�� F� 9302b ` '. il�aU111,G� Paymertts: I?p, 6ox 55/580 JacksannNe, Ft32255-158D �''�. � .,. ,' � E�Yiro��c�t�l l�h�rataries �!!C. Pno��: tss�?aee-zzea � FaK:{&64JSE9-2281 SAMP�E SUMMARY Woikorder. P,Ai6oa247 Rood autdoor Lab ID Sample ID Matra Dale Goliec [3ate Recehred Mi$itOZA7041 SB-1 (3) Soif 1/1912016 13:10 1/20l20tG 11•59 M1600247p02 S&2 (3) Sad 11i912016 12:55 112012fl1$11:59 M1800247003 SB-3 {2) Sofl 1r19,'20t6 12.50 1/26�2018 11:59 M180�1247flOd SB-4!2} Soi1 1�i912�i61�:15 1120�201611:58 M1&00247005 S8-5 {1� Svtl 1/19J2018 11:19 h�fl1201611:59 M1600247406 SB-6 {37 StaiE 111Al2016 10.10 1J2Df2016 91:59 M1600247�7 SB-7 (3) 5oii 11f9i2016 10:15 712D.'2016 91:59 M160024�008 SE3•8 {41 Spi! 111912076 10:20 1l2012016 71:59 • Report ID. 407373 - 6473598 Page 2 ot 18 CERTIFICATE OF ANAIYSIS Thi3 rcport sR� not Ue �e�rod.iced, e�u;ep! in (ull, �ntha.t itie wriHen �nsenR MAdvancetl Env rornnenl,Y :abnmtalbes. Inc. . »o �� t x+ ; �, � � r'^r. 3:q4 1 hdvanced Errvironmentad Labaaloriea. Irtc f � fldva�r�d 102�e USA, Today iA�y #�iramar FL 33C25 �' +�' � � Payments: F?d. Box 551590 JaKksonvtlle, FL32255-15E0 �.,, - � � � E�riro��ental �aboratQ�i�s, I�c. P�� z$� • Fax:(554)889-2?B1 ANALYTICAL RESULTS Woiicordsr M160Q2A7 Rood Outdoor 1ab iU: M160024746! �ate Received: U1120f76 19.59 Matrix Soii Sample 3�: SB-1 (3) llate Collected: 01119l1613:70 Resuits fa sarn}�le M160s�247DU1 are reported on a dry weighk bas�s. Sample DescripUon: Lo�aiion: Adjusted Adjusted Parametcrs Ft�sults Qual U�ts UF PC�L MDL Nialyzed Lab 8EMIYOi.ATiLES Rnaiysis �esc; 8270G�SIM Analysis, Prep�alion Methad: SVJ-846 35948 Soi anatytical Metlwd: Sw-348 ez7UC {s�M) 1-Methylnaghihalene OAQ26 U mplitg 1 �.6071 fl.W26 1�2312018 00:56 M 2-Methyinaphthalerie 0.002fi U rnglKg 9 0.0071 0.0026 1�23I201500�56 M Acenaphihene O.G022 U mglKg 1 O.OQ71 0.0422 112312076 04:58 M Acenaphth�Aene 4.f►fl3i U mg1Kg 1 O.OP7l fl.0021 1I2312018 00:58 M Anihrace� Q0018 U mplKg 1 0.0071 p OU18 1t2312016 IXT:56 M 8en�aJanthracene 0,005A i m�1Kg 1 O.6Q71 O.DO�p 1Y23l24�600:5fi PA Benzo(ajpyrene 0.4a7fi mgtft� 1 4.b071 0.0019 1123l2Dt6 00:56 M 8enm[b]fluaraMhene OA02a U mg/Kg 1 0.4D35 �A020 9t2312016 �0:� M 8enzo�g h,i�erylene O.D470 I mglKg 1 O.OD71 0.465� 112312�D16 00:5G M E3en2o[klfl�mranthenc 4.0017 U mqfKg 1 0.00?1 0.0417 1123J201$ p0:56 M Chrysene 0.010 mgACg 1 6.Ofl79 0_002Q 1123t2416 00:56 M Qibenzo(a.n]anUxacene O.00S7 U mgtKg 1 O.Oplt O.tJ057 1l23/241B 00:56 M . Fkiorantimr�e O.Oi3 mgt�Cg 7 0.007t 0.0018 1J23/2016 04:56 M Fkiorene 4.0022 U myJKy 1 Q.OQ71 0.0022 1l23I2016 U4.56 M �tieno(1,2,3-cci�pyre�e 0 Q0�# I mglKg 1 0.0071 0.0033 1123/2016 OQ:56 M Napl�haiene OA046 U mg�Kg i A.0071 0.0046 t/23l2098 �:56 M PherFanthrene 0.0018 U m�Kg 3 �.U071 0.9018 1t23l2tltfi 00•56 M i'yrene 0.011 mgJKg 1 0.00T1 0.�17 1/23/2p16 00�56 M Nivahanzer�-d5 (S► 105 � i A8-118 1i23J2(31& 00:56 2-Fluorobiphenyl {S) 80 °k 1 54-i34 1/2312Q18 U0:5$ �rTerphetryi-d14 (S1 66 °� 1 60.1A3 1/23�'2016 00:5& YOLATILES Anatysis Desc: 82608Analysis, $ail Preparation h9elhod. S1+1�&I6 5035 Anaytical Method: SVN�64& 8264& 6ehzene 13 U u�K� 1 3.0 i.2 1C26l201& p2:09 J Ethylbenzer�e 2.8 1 ugil�y 1 3.Q 1.i 9126J2016 fl?:09 ti Methyl i�s�t-buty! Ether (MTBE} 1_1 U ugiKg 1 3A 1.1 1t28/201� 02:p9 J Taluene 7.4 U uylKg 1 3.4 1_4 1l26J2Q16 02:09 J Xylene {Total} 3 9 U ug1Kg 1 9.1 3.9 1126/2016 02;09 J 1,2-DicMoroethane-dA (S) 83 �6 T 74-125 1!2&12416 a2:09 loiu8ne-d$ (Sj 103 '!0 1 74 119 112fi/2016 02•U� Bromofluoroben�ene (8} 106 'fa 1 ?8-122 1l2812016 02.D9 WET CHEMISTR'f fiep�rt iD: A073�3 -�i473598 Page 3 ot 18 CERTIFICATE OF A1dALYSIS "I�ts ir.port sna!1 rot b�e tCp�odueed, a�cc6p1 n'ull without :ht w�itan 4a�:aem ot Advunr.ed Environmentai l�rotonas. lix.. .. 4 � 4wt . , 9W4.1.• Rdvsnixd Environmental Labontaries, Inc � �- 1024�1 U3A Today Way Miir6meT f L 93435 f� � , fldvaac�d � i€` � Peymenlo f.C3. Box 5s�580 Jeckaam�t, FL323�5-168p � � °;, 3 Phone: (95416$9-22b9 � �� .. �` n�iro�menta laboratories, �s. F.x: cBS��B��-x��, ANAL'IfTICAL RESULTS 1Nnrtcorder. M1600247 Rood Ouidoor Lab ID� M16Q0247001 Date Received: O1/F0J16 11:59 Matrix Soil Sam{�ie 10: SB-1 (3) Daie Colleded: 01;19l16 13�10 Reaulls t� sample M160Q2474Q9 are report�d on a dry weloht basis, Sample Oescription. Lataticsn Adjusled Adjusted Parameiers ResuVts Quai Urrts DF PL1L MDL A�agYzed �eh Analysis Oese: Percent Anadyticai Method: SM 2540G SoCds,SM2540G.Soii Percent Moishue S.2 % 'I 1I21/2016 13:13 M lab iD: M160624i0Q2 Uate Received Oil20/i6'11:59 Matrbc 5oii Sampte lD: 38-2 (3) Date Co�ected. 01Ji9?96 12:55 Results for sample AAtSO42a7p02 afe reparted a7 a dry we�ght basis. Sample Description: I.ocation. Ad}'USted Adjusted Paramelers Results Qual Uniis DF PQL MDL Analyzed LaD SEMIY(1LATILES AnaysFs Desc: 8270C-SiM Ar�lysis, Proparat�► MetMOd. SVU�846 35506 Soil p,�y�� l,�plhod: SW 846 8270C (SIM) • t•4disthrylrrapiitha4ene 0.0026 U mg/Kg 1 OA472 OA026 1i23/201601:24 M 2•MethyMaphthalena 0.0026 U myflCg 1 Q.0072 0.9026 1123f2016 9'1.24 M Ar.enephtlue�� Q.0022 U mgfKg 1 0.4072 0.0022 li23/2016 01:24 M AcenaphUryfene 0.0029 U mplKg 1 O.W72 0.0021 il23/2018 01:2A M Anthracene �A028 l mglitg 1 0.0072 4.0019 1i2312U1fi 07:24 M 8enza[ajanthracene 0.0055 1 mgfKg 1 0.8D]2 0.0020 113312418 01:24 M 8enzo[a�yrcene O.OQ75 mgllCg 1 0.6Q72 O.D019 1/23120'6 0124 M 8e»zo[b�iuoran#hene 0,�021 U mgliCy 1 0.0038 O.D021 1t23l2016 D1:24 M 8enzojg,h,�jNerylena 0.0062 1 mgtKg 1 0.0072 0.005p 1123/2016 C1:24 Id BenzojkjNuoranlhena Q.D018 U mg/Kg 1 0.0072 0_0018 �123t201641:24 M Chrysene OA11 mglKg 1 p.0072 fi.0020 1123/201609_2� M Dibenzoja,h�anthracene Q.00S8 U mglKg 1 0.0072 0.0058 112312016 01.24 M Fluorantheoe p.014 mglKg 1 0.0072 0.0018 i12312016 01:2� M Fluorene 0.0023 U mgiKg 1 tJ.{1072 O.Q423 1/2312016 01:24 M Intleno(1,2,3�d)pyrene O.OQ62 1 mglKg 1 t1,OD72 LI.A033 1t23;2Q16 U1:24 P,A Naphthalene 9.OD47 U mg/Kg 1 fl.0072 0.0047 1J231201609•24 M Phenanttrene O.OQ29 ► mB�Kg 1 O.OD72 O.0018 112312096 n124 M PyrP.ne 8.012 m9IKg 1 Q007Z O.a{l17 it23t2416 41:?4 h1 Nitrobenzene-d5 tS} 92 °1e 1 a6-118 9t23J2018 D1:24 2-F�probiphe�yi (S'} 72 °,G 1 54-934 1l28I2016 0124 p- (erphenyl-d14 tSj 83 9L 1 60-143 1,'23t2016 fl1:F4 4QLATlLES RapoA i0: �107373 - 6d73598 Paae 4 of 18 CERTIFICATE OF ANAl.Y51S This report shell not be roproduced, except in fuN, wilhouR thC wr�t�n canse�l af Advenctd [m7ron nental Laboratories, (nG. ,�c�, � .. � � ��. 3004 1 c Advaneed Ern+i�mer!tal L�oratories, Irc ' � 0200 USA Toaay'J�y AN�ame� FL 33025 ' �°- �=� fldvan�ed Paymtnts: P0. Boz 551580 J.x:ks�v�e, F132255-1550 I , �� ,�4._ �_. �� E�YIPOII�I��aI �a�l�Ca�p!'IeS, �fIC. Pna,$: �a6au�a�-zzea � F�� tss�}sa�-xse� ANALYTICAL R�St1LTS V+torkorder: M16oQ2d7 R000 Outdoor Lab ID: M16002470QT Dale Received' �1.r10J18 11:59 Mat�ix: Sok Sampie ID� 88-2 (8) [?a� Coliec#ed: i}i119116 12:55 Resu�ts (or sample M16tr0247402 are �eported on a dry we&�hl b2s�s. Sa�c 17escripticn: Locatiwi: Adtusted Ad�uSted Parameters Resuils G1�aE Uniis �F PQ� hRDL Anaiyted Lab ,4nalysis Desc: 82648 Analysis. Sai Proparation Mett�otl: SW 8�8 5035 Anatytical Methad. 8W-848 8250fl B�enzene 1.3 U uglKg 1 32 1.3 112612016 02:55 J Ethylbenzene 2.4 I ug1Kg 1 S.2 1.2 i/2GI2016 tl2�65 J 4J{ethyl t�t-butyl Ether (A9 TBE) 1.2 U ug/►4g 1 3.2 1.2 1l2fit2G16 02:55 J Taluene 1.5 U ug/Kg i 3.2 1.5 1f28f201502:55 J Xylene {Toial) 4.0 U uglKg 1 9.G 4.0 71�6t241B 02:55 J t.2-Di#�loroethane-d4 (S) 87 � 7 74-125 1l2512016 02�55 Toluene-d6 {S) 95 °h 1 i4-ii9 1J2612016 ff1:55 Brornofli�orot�nzene {S1 1Q7 % 1 78-122 1J2fi12D18 42:55 WET CHEIAIS7'RY Analysis i7esc: Per�ent Malytical AAethad: SM 254A� SolidS.SM?540G,Sa1! Pe�Ce�tMoisture 7.2 9t 1 7/21/2D1Ei1's:13 M . l�D ID. M16002470d3 Date Received. 47i2Q;1811:59 Mairix• Sait Sample ID: SB-3 {2) Uate Go�eded: 09J19116 12:5Q Results for sample M16002a7003 are {eparted on a dry weight basis. Sarnpie Descripflon� Loc Adjusted Adjtrsted Para+�le+s Results Qual UnNs DF PQI. MDL Anafy2ed Lav SEMiViDLATfLES Analy�s Des�: 827DC•5IM Anatysis, Pr�ey�ali� Method: S1N-8d6 35508 Soil A�alylirsl Method� SW-9+�6 827flC (51M} 1-Methylnaphthaie,ne O.00Ffi U mgilig 1 O.tMT72 4.4Q2B 1J23t2fl1fi 01'S1 M 2-Methylnaphtfiater�e O.OQ26 U mplKg 1 D.bQ72 fl.OQ26 1/2312016 07:51 P�1 Ace�tnene O.Q022 U mglKg 1 O.i�472 O,Qp22 1/231�016 01:51 N Acenaphihylene 0.0021 U mg/Kg 1 O.OQ72 O.UO21 1123J2o16 �1�54 h1 Anihrecene 0.0019 U mg/Kg 1 O.D�72 0.4019 1123/2016 01:61 M 8enzo�a]anlhrace�e O.Q030 U mg/Kg 1 0.0672 0.0020 4/23l20T6 01:51 M 8 enzolalPY{ene 0.0019 U mytKg 1 0.0072 O.OQ19 1f2312fl1801:51 N! Benzo[bJRuoranthene 0.0020 U mglKg 9 D.0036 0.4020 1713/20i6 O1:S1 M Benzo[g.h,i�perylene 0.0450 U mglKg 1 0.0072 0.0050 1R3�2016 41:51 M Benzo[k]fluwanthene 0.0018 U mgtKg 1 O.i3472 4.00i8 1123i201601:51 M Chrysene Q.0020 U mgtKg 1 O.G472 0.0020 1123�2016 01 �61 M Repart ID: 44i3?3 - 5d73588 Page 5 of 18 CERTIFICATE OF ANALYSIS Thia rapart st�N not 6o reproduced, except in k::., witha�ut tha wrizLe� Cpntent of rltivanc�f �nvimnmenlal �ebe^8T�^ies, Inc. + ~�� } ` n � ;+YJ4.. Aavancad En�nmanGOl Lrbc�aMrias, Inc ' 102G0 U&h Tode► V��y �Airama� FL 33425 �� ,�""'� �.:�. '�, �� Paymenlz F0. Box 551580 Jadcaot�v�e, PL32�55-758C �'� �� '�� ;'� L�I��Ii�i,�l� �UU�t#tQ! i�ic�,. �1�4. Phone;l9�A�8&-2286 • ' r=8x:(B54}898-�2�1 ANALYTICAI. RESULTS VVorknrder M16�2d7 Road Outdow Lab ID. M1600247003 Date Rece�ved: 01I2011B 91�5A Mat�ix: 5c�Y 5ampie !A� S8-3 {2) Date Coilecte,d Ot/t9f16 12:50 Results tor sampie M160074�003 are iepwted on a dry weight basis. Samae Uescriplion: Location: Ad�usied Adjusted Parameters R�suils Quai llnits DF PC2L MDL linah+zed lab Dibenzo[ah]antFxacene 0.0057 U my1Kg 1 0.44T2 O.OU57 112312016 D1;5'1 M �luoranihene 0.4020 I my1Kp 1 O,OU72 0.0018 11231�0'16 01 �51 M Fluorene 0.4023 U mg/Kg 1 O.00l2 0.0023 1123/2016 01 51 M indeno(1.2,3-cdjRYrene OA433 U mglKq 1 OA072 O.Od33 912312D18 01.51 M Napttthaler�e O.Obd6 U mglKy 1 O,fl072 0.0048 1/2312018 01:51 M Phenanthr�e dAQ18 U mg/Kg 1 0.00'T? 0.0018 1IZ31Z01B 09:51 M Ryrerse �A020 1 mg/Kg 3 0.0072 0.0017 1l231201G 81:51 M Nitrobenzene-d5 {S� 93 96 1 4&118 1�231201fi 0�;51 2-Fivarobiptterryl(5a 71 °!0 9 54-134 1�23t2a780i:51 p-Tespt�rryt-d1d (S) 77 '� 1 60-143 1/Z312018 01:5'S YQLATILES An�lysis C�esc: 82$OB Analysis, Sotl Pteparation Melhod: SW-846 5935 l4rtetytical N{eSttt�d: SW-848 $2608 Benzene 1.3 U ugtKy 1 3.2 1.3 1;Z6/20i6 03:40 J � Ethyihenzene 1.9 1 uplKg 1 3.2 i.2 1128/2016 03:40 J Methyl teA-butyl Ether �PRTBE} 1.Z U uglKg 1 3.2 12 112&l2018 p3:40 J Toiuene 1.5 U ugiKy 1 3.2 1.5 1f26f201S 03:d� J Xy�e (Tolal} d.1 U ugtKg '� 9.7 4.1 1/261201& 03:40 J 1.2•DichiorCethana•dd (S) 86 'Ys 1 74-125 1i261201fi 03:d0 Toluen�-d$ {S� 100 'h� 1 7A•119 112612096 D3:A0 Euomof�uorobenzene {S) 108 �4, 1 7&722 it26d2018 U3:�fl WET CHfMISTRY Aneysis Dese: Percent .�nalyl�cal Method: SM 2540C; sa�,s�zsaoG,sai Peroent Moisture 6.9 % 1 t."11�2016 t3:73 ti1 Laq ID: M16002A700d Oate Receiwed 0112tu16 71:59 Matrix: Soil Sample ID: SB-4 (2} Date CaMected: 01/t9116 11�15 htesults for sample M16Q0247004 ate reported on a dry weight basis. Sampie 6escriptiorr Lcaaalion: Adjusted Adjusied Pararvueters Res�its Qual Unils Df PQL i,Al�L Analyzed �ab SEMIYQLATILES Report IL1 407373 - 64?358F Page 6 of 1$ CERTtFICATE OF ANALYSIS TAis rrperrt sh�l not ee rcpr�uc9d, except'rn fup, w�thaitthe writlet� conaent o1 Adv:usoed Environmen*.al Laboratw�a� Inc .:'�.. - � S. "� "r , . 't ',.'��.eas; 300A.1t . � Advented Envraimenie! Labarate.tias, Inc (� � �200 USn Trday VVey Mir'amet' FL 9S{�25 � " ' I1��11�i�,� Payments. I?Q.Box55t580,;acksarv�e,F132 255-1 55� '�, � � �' �I�YIPDtllll$flta� 1��0(��5, �f(�. ��: tes4�aa.zz�a . _ (� rax: ts5��ass-x2e� � ANA�.Y'TICAL RESUL75 Workwde+': M16QQ2a� Rpod OuId40r Lab ID M160Q247004 Daie Rece��ed: 0112011611:58 Adatr�C� Soil Sample ID: S8-4 (2} Uaie Colleded 01�19/i8 11:45 Re�suhs far sample h�16�0247064 are reported on a Qryweight basia. 5ampte Description: Locetion: Adjusted Adjusled Parematers Re pua Units UF FQL NtD� An I�ab Analysis Desc: 82iQC-SIM A�aysis, Preparstien Method: SV1F��848 365DB 5+0� Ana4yttcal MeH�od: SW-$#6 827DC {SiM) t-Methylnaphthaler�e 0.0026 U mgtKg 9 O.Oti71 C.0026 1123t201fi 02:t9 M 2-Methylnephthalene 0.0026 U mglKg i Q.0071 0.0026 iJ23l2t116 02:19 Nt Rcenaphthene 0.002Z U mg1Kg 1 O.QD71 o.oa22 1t2312016 02:19 �t9 koenaphthy�r�e O.QQ29 U mglKg 1 0.007`1 0 Q�?1 1t23l2016 02�9� M Anthrace� 0.0015 U mglKg 1 D.OD71 UAQ19 7123l24'!& 02:19 hy 4enzo{a]and��acene 0.402a U mg1Kg i 0.007t 0.0020 11?3�?016 U2.19 M ��fl[aIPY�� 0.0019 U mglKp �f 0.0071 OA019 1l23/20i6 02:19 M Senza(b]fluoranthene pA020 U mglKg 9 0.09�E3 0.402� 1J2312018 02;1E M Benzo[g,h.i�peryiene OA050 U mglKg 1 0.�77 G.005U 9i231201602:ifl M 8enio[kJfluoranthene 0.��17 U mgiKg 1 0.0091 0.0017 112312L'16 02:19 M �hrY�+� 0.0020 U mp1Kg 1 9AQ71 0,K1020 1123l2016 OZ:S9 81 Dibenxa(a.n]anthrac�ne UA037 U mglNCg 1 O.t�071 0,045i 1123r2018 D2:99 M Fluoraniher�e 0.007$ U mg/Kg 1 O.D071 U.0a18 1123i2416 p2:19 M • FkN�mne OA022 U mgA{g 1 0.0071 O.pA22 913312fl76 fl2�99 M Inderw(1.2,3-ccl)pYrene �.0033 U +►�glK9 1 O.Ofl71 0.0033 1I23J201602:1a M ldapi�thalene 0.6p46 U mg/Kg 1 0.0071 0.8046 9J231201602:13 M Phenantixene O.OD18 U mglKg 1 0.0071 (}.0498 1l23J2016 02:19 M Pyrene O.OQ77 U m�Kg 1 O.QK171 OAU�7 1l231z01fi 02:18 M Nitrobenaene-d5 (S} 88 °k 1 46-118 1/23L2fl16 D2�19 2-Fluorobip�e�yi (S) 65 °!, 1 54-134 1123t20iG p2:19 p-TQrphenyl-ti14 (Sj 71 °h 1 60-143 1123l2A18 p2.39 VOI.NTILES Ar�atysis Desc: 82608 Anelysis, So� Preparaiion Methad: SW 846 5035 Anah+licai Medwd: SW 8d6 62fiQ6 BeAZe� 1.3 U ug/Kg 1 3.2 1.3 112612D1& 04:26 J £thylbenzene A.$ I uglKg 1 3.2 1.2 1I?S12U1B 04:2C: J Methyi iert-butyi Ether C�J�TBE} 9.2 U ugiKg 1 3.2 1.2 1t2612016 44:26 J TalUenQ 1.5 U ugJKg 1 3.2 1.5 1/26/2016 D4_2G J Xykrr�e (TOiaq 4.1 U ugIK9 i 9.7 4.1 1/2612016 04.26 J 1,2-Qichlorflethane-d4 (S) 83 96 1 ?4��25 1l2612016 iJ4:28 Toluene-d8 (S) 101 yo 1 74-119 1l29/2018 44:26 &ort►ufluoraeenzene (S1 1Q8 94 1 7l3-122 1�26/2016 Od:28 WET CHEMlSTRY Analysis Desc: Perceni Anaydcal Method: SM 25�40G S oltds, Sl.42540G,Soi1 Rep�rt 10: 407373 - 64T3596 Page 7 of 18 CERTIFlCATE OF AHALYSIS This roFort shall na; be reproduced, exaepl �� fuil, wkhaut the wrd�e� consent of ricva��ea Er.�anmenWl lahc�rainries, lnc. :i �� i � 300et.1.K. 1 � hdvanced Environme0tal Laboratotiea. Inc � ?4?D6 USATodsy VYfay Maame��l.33L'2S `� � � �� 8dua�ced + �'y� Paymetlts: f?O. Elw� 55158G JacksonviUe. Ft32255-1584 '�, ; ;� E�airo�m��ta� labaratori�s. I�c. PhQ�: r��,��a$ • _ a�aX {ss�aaee-na� ANAi.YTiCAL RESU�TS Warkorder_ M7600247 Road Qutdoor Lab IR M1600247004 Qai� Receivcd: 41!24i1611:59 Matrix_ Sail Ssmple ID: SB�+f �2) Uate C�lected: pt11911611:15 Results for sample tv11$00247004 are repoRed on a dry weight basia Sample Description: Lacatian: Adj�ted Adjusteci Parameters 12esufffi Qual Unils OF PQ� MOL Analyced Lab Percent Motsture 5.7 % 1 �121�201613�93 M La610 M1B0p247005 Dat� Received. Q1�2Dtt6 11:59 )vlahix: Sal Sample ID: 36-5 {1) Date Coliected� 01119/1811�10 Results fo� sample AA9600247(1Q5 are reporied �n a dry wefght basis. 5ample DesCription: t_ocatwn: f,djusted Adjusted Param�;ers R esults Ll�a� Urofs DF PQL M Analy2ed La� SEMiVOLATILES Analysis Qesc: 82�QC•SIM Analysis, Preparaiion t�ethod: 5W-846 355flB Soil Analyliraf Methotl: SW-$d6 8270C (SIM) 1-Methylnaphthalene O.QQ25 U mglKg 1 O.a0s9 8.Oo25 1t23Y1016 C2:46 h! • 2-�vlelhylnapMhalene 4.DU25 U mglKg 1 0.0469 Q0025 1123f20i8 02 46 M Acc�nnaphtherNe p.002Z U mgACp 1 U.0069 Q.0022 1J231201fi 02:48 M AeenaphGrylene 0.�?4 U mgiKg 1 0.006A 0.0020 1r2312016 02:46 M Anthracene p.0018 U mg1Kg 1 t1.0069 �.00iB 1123C2016 42:48 M BenzotaJan#hra�ene 0.0029 I mglKg 1 L1.0069 0.�019 1123/2016 02�46 M Benzo[ajpyrene 8.OD36 i mgiKg 1 0.0069 O.OQ18 3123��016 02:46 M 8enzo(hJAuoranthene O.q020 U myiKp 1 0,9�35 0.4020 1l23J2016 02:46 M Baruo(g.h,i�erylene 0.0049 U mytKg t 0.0069 0.0049 1l23l2016 a2:46 M Benzo(KJfluorenthe� p.0017 U mglKg 1 O.OQ69 0.001T 1l23/2016 02:4G M Chrysene O.OU58 ! mgiKg 9 4.0069 D.b0i9 '1�23t2�iB 02'46 M Dibenzo[a h)anthracene fl.0056 U mglKg ! 0.0065 O.D058 1/23l2016 02:48 M FtuoraMhene 4.0073 mg►Kg 1 O.OpS9 0.0017 7/23l2016 D2:46 M Fluore� 0,002Z U mglKg 1 O.pD69 0.0022 1"23i2016 D2:�16 M indeno{1,2,3-cd}pyrene 0.0032 U rr�/Kg 1 OA069 OA032 912312016 02:46 M Naphthalene 0.0045 U mgACg 9 U_OU69 O.OU45 1l23.r2016 02'46 M Phensnihrene 0.0018 U mgtKg 1 4.4069 O.OL►18 1123,'2006 02 4E M F'Yr�� 0.4iU60 1 mglKB 1 fl.W69 O.OU76 1/23/2016 02:48 6A Nitrabenzer�e-d5 (S) 103 °!a i 4&118 1123/2t118 q2;46 2-Fluorobiphenyi {S) i9 °k i 54-134 a123T2016 D2:46 p-Terphenyl-d14 (S) g0 °k 1 60-143 1t23�2096 t12:.4F'a V�LA711..ES Rnalysis Desc: 82608 Analysis, Soi! Preparatian Methpd: SW-846 5035 Analyticai Metlwd: SW 846 S2S06 Repori ID 407373 - 6473598 Paga R of 18 CERTIFlCATE OF ANA�YSIS 7h s repeT shaN nol be rep!odueed, exceep=. in h,ll, wi2hput Ihe wntten crhsert of Advanced Enw.ro�Mal Lann�atflries, Inc. • - "_Ga. �. �^�i. r �'� ^ �� 3G04 1 0 � � � Advanced Era�nmentai Lahn�ator�s, fnc • _ t424o USli Tcxt.7y Way lAir�metF4 33�'d5 r' ,.��`� ". •' �[��a�� PaymeMs 4?G, Fiux 551550 Jadcsonvlqe, FL32255-?584 ',�. _ � . � - �� E0�'1€'��1�0�� ab�P�tdl"i�S, �I1C. pno�� i s��es-i�es Fa�t 1954)888•2281 � ANAtY17CAL RESU�TS Vt'arkarder. M1�04247 Rcmti Outdoor Lab ID: M18W247005 �ate Receivcci, U7lYt1118 11:59 Matriz• 5oil Satnple !D: S$�5 (1) Date CoNeded 01/19116 11:?0 Rest�fs for sample t��l1600247005 are repcufed on a dry weighi basis. Sampie Ue.scriptiqn: Localion: Adjustc*d Adjusted Parameters Rasuits {�ual l!n%S L1F PQI. MUL Malyzed Lab F3�nzene 1.4 U uylKg 1 3,6 1.Q 1pZ�1241fi 05:12 J Ethy�enzene 1.9 I ug1Kp 1 3.6 1.3 t�2fil2016 05:92 J Meihyl lert-butyl E1her (t+ATBF� 1.3 U uglKg 1 3.fi 1.3 1�2�t2p16 05:12 J Teluene 1.fi U ugAtg 1 3.6 1.6 1/26�2Q16 Q5:12 J Xy1er� (TotOi) 4.5 1! uylFC� 1 1 i 4.5 1J26F2016 05:12 ,! 1.2-DiCh�roetti8ite-d4 (S) 92 "!0 1 ?4-125 112FN"2016 U5:12 ToluBrtQ-d$ (S} 101 % 1 74-11$ 1J2fN2016 05:12 Bromafluorobenzer� {S) 109 °k 1 78-122 1126I2016 05�12 WET GHEMISTRY At�8lysis DesC; Peroent Anaryl+cel hAetfiod: SM 254tJ�(� Sotids,5MZ540G,Soii Percent Mast�e d.0 °b 1 1121/201f 93�13 ht Lab ID: M1600247606 Daie Received. 01l?�116 11:59 W1atri�c: 5Wl 6ample ID: SB•6 {3j Date Colfected U1119li6 76:1t] • Res�ts for sample 9,A9604247006 are repoMed pn e dry weight hasis. Sampie t7escription: Loca[ion Adjusied Adjusted Parameters Results Quel Units DF PQl MRI. Ana►yzed t ab SEMIYGLATIIES Anatysis Oese: FI+o-Pro A,�eFysis. SoN PreparaUon Methad: FL-PR4 NmtyliCat Methfld: Fl-PRO TPH 14 U mgtKg 1 18 10 1/2312D16 08:37 M o-Terpl�enyf {S� S5 g6 7 62-1{39 i12312tf16 Q&�37 Nonatricontane-C38 (5} 60 '�6 1 60-178 1I23J2�1G 09�87 Analysis Desc: 8370C-Sli� Analysis, Preparaticm Methad� SVU&46 35b06 Soil pnaiyGy�el Meihod: SW-946 827QC (SIM) 4-h4etl�y{naph#halene Q.D430 U mgfKg 1 G.0083 0.403D ii23t2416 03 1A AA ?-Methy�hlhaiene 0.003A U rt►glKg 1 0.4fl83 0.0030 1/23/2416 03•1A M Acenaphthene OA�2b U nnyAtp 1 0.00$3 0.0026 1123/2096 U3 14 M Acei�aphqryrlene 0.002A U mgtKg 1 D.0083 0_002d 1J23.�2018 U3.14 M Fmhracene O.00Z2 U mgtKg 1 4.00&3 �.OA22 1/231201� 03;1A M Senza[aJanthrac�e 0.0059 i mglKg 1 �.OQ83 0.4023 1l2312d16 03:14 M Ben�a:81PY�n� Q.0035 1 mglKg 1 0.�8;3 Q.W22 1r23."1016 03�14 M Report IC�' 467373 -�4473598 Page 9 of 18 CERTIFICATE �F ANALYSIS This report shBll +to: bt rcproduoed, exr�pt in full, ,:rilhp,N thi wntte� cansen� of Aaverued EnvironmenUi Labara!ones, tnc. . � �� • �� :V7d.t ! � Advarxed EnvironrnerHai t,eboratai�, k�c r �_ - y �� ya �� 16260 USA Today 1NNp Mi�stnaf FL 33025 � � Pe �ts: nC?. Box 551580 ,�ecksoqville, FL3?25S-t„60 � -- � � �{iT��Q111tIGIit�� LlUU1olUI1G�, i176. Phane:(954�BH.2?fl8 � " _ Pax:�e�a�aas-z?b� ANA�YTiCAI RE3ULT5 Wbrkorder M160�297 Rood Dutdoor ! ab ID: M16Q02d7008 I�a� Received: 61/20J16 11.59 Matrix• Soil Sample ID� 88-6 (3) Date CWlec�ed: o��19i161Q�10 Resufls ior sample M180024700& are reported on a dry vrelAht bas�s. Sampte Descr+pUon_ Locatian: Adi�a�i ,adjusted Param�eters Re,sults Quat Ur�ts DF P{�d ML}L An�ly�ed Lab Benzo(b�fluoranthene 0.0424 U mgiKg 1 0.0042 0.�24 1123l2016 03:14 P,� 6enzo[g.h.i]perylene 0.0058 U mQIKg 1 O.Q083 O.OfJ58 1123Y101603:1a M Benzo(kjfiuoranthene a.0�20 U mgiKg 1 U.�ae3 O.OQ2D 1i23l2�16 03:1a M Chrysene 0.0086 mgtKg 1 O.DO$3 OAD23 1l23J201$ 03.'!4 M bibenzo(ah)anthracene 0.00B6 U mglKg 1 0.0083 4.4056 112312016 �3:id M Fluorenthene 0.0�1? mylKp 1 0.0083 O.t�Q21 1123l2Q1603:tA M Fluarene 0.0436 U roQlKK� 1 0.�083 Q.0�26 1/23i2Q1fi 03:14 M Indeno(7.2.3-a1)Fyrene OA042 1 myKg 1 0.0083 D.0038 1/23;2�i8 43:tA M NapMhalene O.D05� U m�Kg 1 O.OU83 0.0054 1�231201fi 03:14 M Phenanthxer+e 0.0071 U mg1Ky 1 O.p083 0.0�21 1.�13J2416 D3:S� M Pyre�e O.Ofl98 mgtKy 1 OA463 b flR20 1723l2018 03:14 i�1 Nitrobenr.ene-d5 (S} 119 � 1 46-i18 1123�2096 Q3�14 2-�luorobiphenyl (Sj 95 9G 1 54•134 1133/2d16 03"!4 p-Te�,hCnyl-d14 {S) 1QQ °ti 1 60-i43 1123/2016 D3.1A VOLATILES � Analysis Desa: $26DB Analysis. S� Preparation Mett�d: SW-+646 5(135 llnalyt�cal Method: SW-848 82608 Benzene 1,4 U uglKg 1 3.4 1.d 1126/2016 05:58 J Ethy#benzene 11 uylKg 1 3.4 '1.3 i/26/2016 05•58 J Mcthyl lert-hutyl Ether (PdTBE'� i.3 U up1Kg 1 3.4 1.3 1126/2816 fl5:58 J Toiuene 130 ugtKg 3 3.a t.fi 1126!2Ui605.5$ J Xyfenc {Tota!) 74 ugiKy 1 10 4.4 1/261201fi 05:58 J 1,2-pichloraethane-d4 (S) '90 % 1 74-125 1/2SP1Q18 05:58 loluene-d8 t5) 10/ 7', 1 74-719 1/261201fi 05:58 6romofluorobenzene (5) 7Q8 yn 1 78-122 1/26/2016 Ov:58 WET CHEMISTRY Malys� Uaac: Percent Ansytical hAethod: SM 25+tOG Svl�ds.SM254QG.Soal Perc.ent ��Apfsture 3.2 % 1 1J2112016 t3.13 M Repnrt lD: a107373 - 6473598 Nage 90 oi 78 CERTIFICATE OF ANA�YSIS This report sfiall rot be roproduced, except in?�I, without �he wrift� tanse+�t of qcivanced Enviton�nental 1:�6mata�es, tnc. � , , � D+'t . �04,1.D Rdvanced Envircnmsntal labarataries, Inc i02C0 USf,TOtlay V4gy Alttamaf FL 33025 �� Y � �dMa�ced Payments P� eoz55i584,.acksor.�c,fL32255-15Eo ¢ �� F` �nyiro�t��ta� l��ratari��, loc, ��: ;s��.�$ � _ F� {�s ANpi.YT1CAL RESUi.TS Wnrkorder. M16�D0247 RovU putdoor Lab ID: M1600247007 Oaie Received: Q9�20115 11:59 Matrix: 5oil Serr�ple ID: 88•� (3? Date Goilectecl: 01/1911610:i5 ResuHs ior sample DJ�iBOt7247007 are reporbed on a dryweight basis, 5art�ie �estxipiion: Location: Adjusted Adjust�tl Parart�sters Resulls Quai Unit� DF PQL MDL Analyzed L�b SEMtY01.ATlLES Anaiysls Des� Fbflr4 Ar�alysis, SaU Pr+epafation Maifiod: FL-PRO Anaiyiie� Mettlod: FL-PRfl 1�'� 10 U mg1lCg 1 18 10 1t23t20t610:18 M o-Terphenyl (S) BS 96 1 62-109 1f2312016 10:18 Nonatr+con#ane-C39 {Sj fi1 % 1 60-1t8 1l39,"1416 10_18 �4aialys9s Desc: 8270C-SIM Analysis, Preparatinn Meq�ad; S1N-846 35506 Soil Ar�aryticai Metlmd: SW-SaG 8270C �S1M) 1-Meihylnaphihalene 4.4431 U mglltg 1 0_0(�85 0.0031 11231201� 03:d1 M 2•Mefhylnaphthalene O.OQ81 U mglKg t tf,0485 O.aD31 1/23I2076 �3:41 M Acenaphthene 0.0026 U mg/Kg 9 4.0085 0.0426 t123/2016 q3�41 M Acenaphfhylef�e 0.6025 U mytKg 1 OAD65 0.0025 7l23/2016 U3 41 M Mthr�cene 0.0082 i mg1Kg 1 0.0085 U.OD22 7123f2016 03 41 M Benzoja�anthracene O.OY6 mglKg 1 O.00A5 0.002d 9123t2Q1fI03:41 M � Benz4[aJp}rce�e 0.029 mglKg � D.p085 6.0023 1J23lZ016 03�41 M 6enza[t�jituoranthene 0.0024 U mgtKg 1 O.DOA3 OA�24 1!?3/2fl16 03:41 M Benza(g,h.ijperylene 0.019 rng/Kg 1 0.0085 0.0�66 11�3l2018 fl3:41 M Benzo[kjAuoranthene 6.0021 U mglKg f 0.0095 0.002t 1f23�24981}3:41 M Chryaene OA38 mglKg 1 OA085 0.002d �/2312018 D3:41 M Dibenzo[a,hjanthracene 0.0875 1 rnglKg 1 d.Q4S5 O.a0Fi8 1l23/2418 03:41 M F�UOranUier� 0.046 mglKg 9 0.00$5 D.OQ21 1l23t2018 03�41 M Fiuorene O.p027 U mgtK$ 1 0.00$5 0.0027 112312Q16 D3:d1 M Inqeno{1,2,3-cd)pyrene 0.079 mgJMCg 1 4.Q085 0.0038 it23t2018 Q3.41 M fJaphtha�ene Q.OU55 U mAlKg 1 0.0085 0,0055 i123l2016 03:41 M Pher�nthrene 0,412 mgiKg 1 0.0085 0.0022 t/2312016 �3:41 M ��ng 4.038 mgiKg 1 q,0085 0_OQ20 11231?016 03:4i M NSt�obenzene-d5 4s� 133 �YG 1 48-118 i�Z3/2016 03 41 Z-Fiuorobiphenyl (5} $9 % 1 54-13a tl2312016 U3:41 p-Terpheny!-d14 {5) 99 % 1 60-148 ii23J2p1S 03:A1 VflIJITILES Anatysis Desc: 82fi08Analysis. Soll Proparat� Meihod: S1M-848 5t?8S Analydcal Method: S1tY-84fi 828p8 Benzen� 1.5 U uglKg 1 3.7 1.5 1126/2018 06:43 J Elhylbenzet� i.3 U ug1Kg 1 3.7 1.3 1l26.2016 06:43 J Meth}r� cert-buty! Ether tM��) 9.4 U ugltCg 1 3.7 1.a t�2Bt2015 06�43 J Toluene 5.9 ug/Kg 1 3.7 t.7 172612CiG 08:43 J Reporl ID: 40I373 - 6473598 °age 11 of 18 CERTIFIGATE t3F ANALYSlS This repori sh� �at be r0produced, cxcept in (ufl, witho�t N•s writEen conaartt otAdvanced ErnitnnmeNal La�^atorian. Ir.c. � : {�� aoae. � r ' , ACvanoed Er,wonmanGv� latwraUw.ics, Inc � �` .; tp?Oa USA Today Way Mirsm� FL 33625 t J � �' ''� fld�aaced payme.nls PC?. Boz 5515E0 Jacksonvi�e, FZ33"s55-�580 k ;''� E�Yir�ame�tal laboratari�s �l7tr. Phone 1954)B$9-2268 • �� F�: 1954�$5-2281 ANALYTICAL RESULTS Workorder. AA7640247 Rood Outdoor Lab I�� M1600247007 Date Receiwed: 01/2fli16 11•5& Mairix Soi1 5ample @: SB-T �3} �aUe Collected: 01119t16 10:15 Resuns (or sample M78fla2�;047 are reparted on a dry we�ighl bas+s. 5ample Descr�tion: Location: fkJjusted Adjusted Parameters Resulis Dusl Units DF f�Ql MDL Malyzed Lap Xylene (Totai) 4.7 U ugJKg 1 19 a.7 1126�L016 06:43 J 1.2-Ctichiaoethane-d4 (S) 114 %. 1 74-125 1128/2016 46:43 Toluene t�3 102 g. 1 7a-119 1/28/2018 08:48 Bramofluorobenzene I;Sj 103 56 1 78-122 'I!?6t201& 08�d3 WET CHEMISTRY Ana�ysis Desc: Perasnt Anatydcal Me1Mod: SM 2540G Sdids,SM2540G,SoM Perceni Moislure 5.9 9L 7 1J2112076 13.13 M Lab ID M16�24]008 Oaie Received. 01Y14Jt6 i1:59 Mabix: Soil Sample ID: SB-8 (4) Oate Coltected: DiitA11B 10:20 Results forsarr�ple M1fAQ2a7lb8 ane reported on a dry we�ght taasis. Sampie Oesctipiisxi: Location. � AdJus�ed Ad�sted Parameters Resu�ts nual Urrita Df PQL MDL Analyzed Lab SEMIYOLATILES Analysis Desc: 82TQG-SIAA Analysis, Pre�atalion h4eth�o�i: StN 846 35S4B Sod Analytical Metiwd: SVV-846 827QC �SIM) 1-Methylnaphthalene D.0026 tl mplKg 1 p,Op71 0.0026 U23t2618 04�09 M 2-Methylnaphthalene O.OD26 U mglKg 1 O.OQ71 0.0026 7l23t2018 04:08 M Acenaphthene 0.pQ22 U mglKg 1 O.OU71 0.0422 1/23/2Q18 04:09 M Acenaphthylene 4.0421 U mglKy 1 0 OU71 O.OU21 1/23i2016 04:09 M Anihracene 0.0019 U mplKg 1 fl_OQ71 0.0019 1123i2016 D4:09 M 6enza[a)anthraoerie 0.4620 U mglKg 1 O.00i1 OA020 1123;2tl16 Od�09 M Renzo(ajpyre�e 0.6019 U mgfKg 1 4.0071 0.0019 112312A16 04:09 M eenzo[b�fluaranthene 4.002U U mglKg 1 O.OD35 0.0020 1�23l2016 04:09 M Be►uo[9.h.ijpeeYlsne O.U050 U mglKg 1 O.pQ71 D.0050 1/2312016 04:09 Pd 6enzo�k]}i�oranthene 0.007� U mglKg 1 O.0071 0.0017 1123/2016 04:09 M Ctiry� 0.0020 U mglKg 1 0.{}C71 O.00PO 1/23l201G Od•09 N Dibenzo�a.hjardhrace�e 4.0057 U mgllCg 1 0.4D�1 0.0057 1123/2016 QA:09 M �luorarrihene d.0018 U mglKg 1 O.OD71 O.Oa18 1Y13l201fi 44:09 M Fluc�rene 0.0022 U mglKg 1 0.0071 0.0022 1!23l2USS O4:09 M lndena{i2,3-cd)pyrr.ne 0.0033 U mylKg 1 0.0071 O.OD33 1123l20t6�4:09 h1 Naphlhalene 0.0046 U mgl►Cg 1 U.4p71 0.0046 1/23l20t6 04:09 M Phenantivene O.U018 U mglKg 1 0.007i 0.0018 1/23/2016 �4:09 M Pyrer� O.OD17 U mglKg 1 0.007i D.OD17 1!23l2016 04:09 M Report iD: 4D7373 - E3a73598 Page 12 0� 18 CER7IFICA7E t?F ANALYSIS 'n�s repart shall nat be rcoroduced, excepl i� f.�, withaul tht written ConslM o' AdvanceC Enwonioental t�nralories, I ru. • ` r`f �'� ;�w4.t. , � qq✓Yx�tl £n4iron�nt� Laporafories. Ir� 1Q20U USA ?aday 1�y Miramer FL 33025 (,' ,a� `§� �� . ��Va� ,�� , Payments: P.U. 8nx 651584 Jacksamtlie. F13235 5-1 58 0 �,. ��: EAYI1'D@(!i@(f��I ��O�d�Of12S. IDC. Nn�� :�s.�sa�-,�ss • F�x; (9541889•2291 ANAI.YTlCAL RESULTS VJrsrkorder. M16fl0247 Rnod Outdoor LeG ID: M1S00247008 O�te Received: 07J20/16 19 59 Matrix SQ+f Samplc IU. SB-8 {4} Date Cdleded� Qtl19/761D:20 Results Scu sam�e Mt600247008 are reparted on a dry weight basis. Sample Deacr+p�on Lacation: ,4�tljusled Adjusied Pararr�ters 4�esuits Duai :ini� DF PQL MUL AnalYzcd Lab Nitrobenzene-05 (S1 58 % 4 48-1i8 912372016 04,G9 2-FlUOrobiphenyE (5} 58 % 1 54-13+# 112312016 04;09 p-7erphenyadl4 (S) i0 % 1 60-143 7l2312C�1$ 44:Q8 uot.,�,�n��s AnatYsis Desc: B29�BAnayeis, Soil Prepsralion Melhod: SW-8�6 5035 Analytifial Method� SW 846 826q6 BenFene 1.4 U uglKg 1 3.5 9.4 1!26t2d1fi 07�28 J Ethylbenzene 1.3 U uqiKg i 3.6 1.3 't!2612Q�8 0728 J Methyl terk-butyl Elher {MTE3E} 1.3 U tiyAfg 1 3.5 1 3 112612076 D7:28 J Toiuenc 1.8 U ugntg 1 3.5 1.6 7."1612076 Q728 .! Xy1e�e (Total) 4.d U ugil(g 7 10 4.4 t12613�1!6 D7:28 S 9.2-Dichlaroetharm-d4 (S} 86 °k 1 7d-125 1,"�612016 t9i�28 Toluane-d8 (S} 103 '�6 1 7+�-i19 1/2612016 C7�28 Bromo�luoroberuene (S} 111 % 1 78•122 1/26/2416 07:28 � WEt CHEMtBTRY Aa►alysis Qesc: Per�ri Anatytical Method: SM 254QG Solids.SM254t�G.8oii Percent Mo�sture 6.A 9G 1 7l21t2418 13:13 M Repar� Id: �I07373 - 6473598 Pa�e 13 0(18 CERTIFICATE t?F ANAt,YSIS Ttas rmport shaB not be reproduced, excew �n tull. wittw�t the writMn tansart oi Advan«ad Environme�LE9 Laboratories. inr. c o- � � � 7� :.. �*~: 30?4.i_. l.duanced Gnvircnme�ial tanoialaries, Mc � 10200 USA Today Way Mirama{ FL 33025 (;' �`_ � :' � ilU�r�iit,t,� Paymen;s: i?O. 9wc 551580 Jacksomrille. FL3225i-;580 -�-:� � r �1iYi�'Dll@�ilta� �8��f8t0�"IES, �lIC Phon� �95 4 1589-22 88 • Fax 1�sa�aas�2za1 ANA�YTICAL RESUl.TS QUAUFIERS 'JYorkorder. M't�f1247 ft�d Ouidvor PARAMETER G1UAlIFIERS U The compound vtiras analyzed lor but not deieded. 1 The reported value Is between 1he laboratory method detedion limii and Ihe labaratory practical quantitatien limit. lA8 i3UALIFIER& J DC3H Certific�tion #�$2574(AFl �JAX){FL NEIAC Certffica�ion} FA DOH Certifucation *E82535{AEL-M)(FL NEL+4C Ceriificadan) � Report ID. 407373 - 6473598 Page 94 of 18 CERTIFlCATE OF ANA�YSIS TP�s ropori shaY not be reprod�ced, ex�ep� in h.'?, wi±houtihe wriqem m�se��,l otAdvenceC Cnvironmental I ado-Ertoriea, (nc. r.. � » � A � u .• :. r �3. ':0+7A 1.0 , � Advanced Enwrovr�entai :.aborataies Inc .. -� �" t020o USA TadHp Y�a�j Mirart�x F� �3�2: ,�. �{ �', ��Y�� r"ayrrants PO Rox 551586 Jackwnvi?ie. FL32255�1587 :_ � _ �' E�uira�meata� laborator��s. la�. Nr�,� { g�,8��sa � �� Faut. {35A)8&9-2?81 QUALITY CONTROL DATA 4Yarkorder M1fio02d7 Rood Outdoa� f�C 8a#Ch: EXTmT1058 Analys�s Metiwd: FL-PRL� QC Datch Method� FL-PRt7 Prepared Ot1221201& 17:Q0 +4ssociated lab Sa�tes: M1600247At16 4.9161J�241��7 METHOD BLANK' 1954917 Biank f2e�wRing Pa�amet8c Uniis Kesuit Limri Qua�flers SEh'fIVC)LATfLES TPH mglKg 9.8 A.8 t! aTerphen}rl{S� °h 300 82-t�9 NonalricWit�ne-C35 �S'} °,� 78 �60-118 G�C i3ald�. IXTmi1057 Analysis Method� 5V�846 8270C (SIM) QC Ratch A4ethod: SV+J-846 35508 Prepared. 0 9 12 2 /20 9& i7:00 Associated Lab Samp�s: M1600247�(31, M16[)U247002. M1604247R03, M1B00247004, M16(�1247005, M1SO4247006, M160�247007, METNOD BIANK� 1954$33 Bla��k RepoRing Parameter ltnits Resuft Limit (�ua! fiera SEiriIVOLATfLES � Naphthakene mgtKy 0.0643 0.0043 U 2-MelYyk�aphthalene mgJKg 0.0�24 0.0024 U i-Melhylrtaphthaiene mgiKg 0.{t{}24 O.QQ24 U Acenaphthylene mglKg 0,06�0 fl.a02fl U Acenaphtt�e rr�glKg O.�fl21 0 bD21 U F�uorene mglK9 O.Of121 O.DA21 U Phenanifitene m9iKg �.001? 0.��17 U ArNhracene mgiKg O.Op17 0.�017 U Fhiora��e mglKg 4.0017 O.Ofl77 U Py+rene mglKg O.DD16 A.D018 U Benzo(ajanthrace� mg�Kg 0.0019 0.0019 U Chrys�e mgiKg O.Q019 4.0019 U Benzo[pyfluoranthene mglKg 0.00�9 0.0039 U f3errzo(k]fluffrar�thene mg+Kg {1.0016 O�.D016 U Henzn�dJp}�:ne r��glKg 0.001$ 0.0018 U indeno{1,2,3-cd�yrene mglN,g O.f�31 0.0031 U Dibenzo[a.h�anit�acene mp1Kg 0.4p58 U.fl053 U Benz�g,h,i]perylerte mg�Kg 0.9047 0.00+47 U Nitrobenzer�-d51Sy % 76 46-118 2-Fluoroblphenyl {S) °h 58 5d-13a p-TerpF�enyl-d14 (Sj % 67 Bp-143 RepotllD: d0?373 - 6473599 Page 15 of i S CERTIFICATE flF ANAI.YSIS Thfa rt�a't ahal! nW ae raprodreeo, except in fuB, w�th�ut �he written consent ofAdwnud Env rohment� Latwrator,e�, Ir�. +� � �»s � .�'��µ�'� �4.+'� 3UC� ".. � , ABvancod Em�ronments9 Laborataits. lnc 102D0 USA Today Wey Mf�st FL 39023 I r '�� , ` � � fldyanced Paymen�s PD, Box 5515$0 Jacksonvilis, FL32255-�58D j : [--��Y . � f�rironmental Lahorat�rie5 �IIC, p'wne: {°`..4)88}�BS . \. . �r ,' Fa�c:j854)888-228� QUALIIY CDNTRUL QATA Workorder: P�A1800247 F�ood Outdoor QC 88tCh: MSV��1{f92 Anatysis Meihvd. S1N-8�5 62608 OC Baich Methoa: SV+l-846 5a35 Prepared: D1125t20i8 t0:A0 Associaled Lab Sarr�,ies• M16WZa�001, M16��247UO2. M16o02470U3. M�690247004, M1600247005. M16002�470�fi, M16002a7007, N1ETi-IOJ Bt Abl{: 1855715 Blank Reportirg Perameter iJnits Result Limit Quelftie� VCILATIL ES Methyi tert-buiyl EMier ug1Ka 1.1 1.1 U (MTBE} Benzene ug1Kg 7.2 7.2 U Toi�ene ug1Kg 1.4 l,4 U Ethy{ben9ene uglf�g 1.1 1.1 U Xylene {Total) ug/Kg 3.8 3.8 U 1,2-O��hloroethane�dd (Sj °b 83 7d-125 ToVuene-d8 (S) °lo f07 74-119 8romofluorobervene {S) k 109 78-122 QUAL.ITY COhITR4L DATA QUALIFIERS � Wakorder. M1604247 Rood Outdooi QUAIITY CONTROL PARAMETER QUAIIFIERS U The compou�d was analyzed to� but nat deteded. I �he reported value ia between th�e laboratay method dstedian Nmi1 and the laboretory prectical quaM+tation limit J4 Estimated �tesult Repwi ID: 407373 - 64135�38 Page 18 of ? 8 CERTIFICATE QF ANALY5IS This re�ri shaM not be te�xoduced, except i� full. wit�ut tho wrtte� cc�sent of ndvanced Environmer.bl 4a6oratories, Irc <.,., � � �, 4 �= 3Cd4 1 t � � Aavarviced EnvironmeMai Laboratonec. Inc ' ° 020G USA ToQap 'dVay Mirama r F1 33D25 �."�-! - r j 8dvanced Paymen*s: PO. Box 5515£10 Jatkaonv�ie, FI.322fiS1580 i = on = �. �_`� .� �OYI('DI�meO�� a�101�t�tiPl�S �IIC. PhonC:l9541889-229s • �` ' . , Fex- {9541889-2291 t�UAUTY CON�Rd� DATA CROSS REFEREMCE TABLE We�icarder: M1300247 Hoad Outdoar Analysis 4.ab IG Sample I� Prep Method Prep Ba1ch Analysia kietihaA Baich M16002474fl'1 SH-1 �3) SM 2540G YVGArttt�128 M16W247402 SH-2 ta) SM 3540G WCAm�1128 M160i12d7Q03 SB-3 (2j Si+� 254UG WCAm11726 r��aooza7ooa s�-a t�� st� asaoc wcr�7�zs M1&OU2a70U5 SB-5 {1) SM 25AOG 1NCAm11i28 M16UO24700fi Sk3-�3 (3) SM 2544G WCAml1128 t,A184p247907 56-7 �3) SM 2R4t7G NJ'�Amf1128 M1604247U08 SB-8 (b} SM 254C}� WCFkn1112$ hq16D0347QOH 513-8 {3} FI_-PRQ EXTml1�55 FL-PRC� GCSm11033 ti716�0247QQ7 58-7 (3) FL-F'RO E�cTm+1056 FL-PRE} GCSm/1033 M1fiG0247GQ1 SB•1 {3) SW-Fl4t3 35508 EXTmr1057 SW-8�$ $270G (SIM� M55m11024 M169D2A7G�2 S6-2 f3) SW846 35508 EXTM9057 SSN-646 8270C (SIM) h'SSm/1024 M1b00247003 SB-3 (2) 8W 848 35508 FXTmM057 St'N-&46 8270C (SIM� MSSmf742d M'1604247004 SB�F {2) SW-848 35506 FXTmt1Q57 SW-846 8274C (SIMj MSSrN1424 � M1609247005 S8-5 (1) SW 8d& 355t�B kXTm11057 SVN-846 8270C (SIM) MSSm11t724 M180U247406 58•B (,3) SW-846 355Q6 EXTml105'7 SW�-846 8270C (SIM) M5Srnl1024 Mt600247007 S8-7 {g� SW-R4635508 EXTmli65'F SVJ-8A6 8270C i51M) MSStt�/1024 M1 B00`L47t108 S8-8 (41 S1�h846 35508 �CTm+1057 StiJ-8I6 8270G 4S1M) MSS!n11024 MlG00247{)41 SE3-1 (3) SW-84S 5435 FJISVj/1082 SbV•846 $26tl8 MSVjl1093 M18q02470(}2 SB-2 (3j S'N�846 5t735 PRSV}/1092 SW8d5 82608 Nt5Uji1U93 M1600247�►3 SB-3 �2j SVM-846 5035 M3VJI1U92 SW-8+48 t32808 MS1C11093 M16002470D4 SB-4 (2} SW-846 5035 M5Vj�1092 SW 5d6 826q8 MSVj.�1493 f�A16002470Q5 S&5 {1} SW-846 5035 MSVj+1092 &W-848 82608 MSVj/9093 M760024�OD6 SB-6 (3} SL'U-846503b MSVj11Q92 SW-8A�6 826�f3 I�ISVN'1093 M1800Z47007 SB-3 {$) SYV-846 503ri MSVj11092 SU11-$46 Q2508 MS1J�j11�93 t�i60020700$ SB-8 {�} SW-848 5035 MSVj/1Q92 S1N-�4t3 826D� MSV�lia93 Sieport ICS: 447373 - 6473598 Pttge 17 af 18 CERTIF[CATE QF ANALYSiS 1 h�s �epvrt s�u.tl not be reprod�atd, extept i� fuli, withoui 2he wiiSen <onserrt af Aava�ea Envi�onmenfai L�oratonea, 1nc, v� tQq . �� . 3P'1A.1 � � • - ' ;�. Q ❑akamo,QReSer9naa: s2ss nsa�hu�a� /� /�^�f�/� /I� :�a�.�sr.�:,a� f '�'� '::.. . Il�y'��C�� C, f1e�YtliB: 400.tS'�'4�at91w ��/. � (��i ■�� °, cr nr Q ' 66A1 SODU;1o�M �Ic»Y ' Jt � � �. � � ,j� ��irfl�m2�tal laboratori�s �114. � r' YQ"idODt}a4 TCdUY'+vBY. �i�718 ❑rati,ghaseoe: 128s ceau caMS� or�ra, z �T ' 9aibPlnCii�Pa6mAVn •remna.i........ . ae��rc�. ECOTECH E►dV. SVCB., INC. �.�cw��. RoODOUi'DOOR ;�..., E � �' 32� NW 13 AVE, 5TE 140QE w.c. ti�r�„�cw.�a«: ostst3s $� �`,�� r � j „�� PnMPANQ BEACH, FL 3308g � � � � a� 95d-973-7792 rFarna+�c. �23103 � � os:: 954-973-7795 a� v,..k ra na�. � p °^'rt t.00NALOSON � � � AS�6 C4UpTT R1HE Rt7.. TEOUESTA. �l U7 s��»•ae P.BRACKIN in � � ,vr,.,�a ra� �] srh�ar�+ � R4k3h mur.iN Ir :r�capu, a+C RhT@5 sKC A�4� —�' T � ~ Page� 10� 1 C! ao��r ❑ e+ours 4 m �a ° �r �t m r�ro7 SM�tPiltfG kp ° S+4t�rtPLE It] SANIPLE C?ESC32tf�TlOt�i Comp pATE t ,� r+wtftnt GOUNlt �� iy 6 � 4 j�y" lW ��j�t� � � /1 58-2 � caaB {,� �, � �' �( � SS-,'� �� GRX21 � �� h X sa-aC,�� `� t � 1y S�= � X X I� SB-�� 'i l� J�" �'C X '� sg.s � � i:� � c� �J � � ' sa-� �h , °'� , ��; � � ,� X X � SB-8 �;.jl c�rt�ag ` f�:, � ��1? �i� � }� x � 2_ I � � �, � N tL': r_ Alettkt Cedor WNf a �a10it �1f = wmi�r C W• ar.�und wNK MN � tkPr��g r4&Er O= d A= eir �0 � iCW SL > x4�ge Wesavatla� GOdO' I� icY1 H=(MCJf '� = M2S4fr N+(l+�1JD3) T= f5Caum Thos�dfe;a) `Sz .n . Recelwda+la Yee� �Nb 7omptaka+ya�s�mPl� ❑TCrnVir�7mdar,, [�Wnaer�u�ed.W�lchoekad TeRMarakqewhanrecoiwnt ' sFe{{a��es�aaus) ti � ^ DLYt: Ab�059 Fam Wst revi+eed �t16�Q14 Ouwcc �rtW hrr mewunrq T�unP b! v�quc+ iCer�t{er (4*tk !R lem� p�m vsudS J: 9A G. LT.t 1T.2 1' ffiA A:3�i 3A S 7 V m w �I �c++m�� bf' 68ie Tirae lneaavoE bY• DwAO Tk�w FOIi OR1N1C� M11�1i"Eit U$E: y� dJ=.i� ,� tM•�o,t"hsa�tarnnlanaa�r�kweeuap�=1 F.os�2. ._... r= a: 2 Ca�t+ct Pcrsan', _. � Phxr ;� _ __ 3 BuRp�cr oi Wate+: _.___ — - .__. A SIb-A4�'6i5: , � • ATTACHI►�EN`T D Giz'UUNDV�rATER SAMFL[1\1G LOGS Ii'IELD 1"�i0'1'L+"S� & C�ILIBRATTUN Lt)GS � � r , DEP Form FD 9000-24: GROUNDWATER SAMP�.iNG �C1G � n�: ROt OUTDOOR _ � oct+��oH COUN7Y LINE RR., TEQUESTA, FL � � WEtI NO: M1A!- � Y-- - - SAk�LE 1D: DATE: 'II�� I16 PURGING DATA WEI t TUBiPvG WELL SCREEN INTERVAL S1A11G OEPTH �". �(' PUflGE PUMP TYPE DIAMETER (inche,) DIAMETER f�ctae^,):�,I$ DEPT H: �(xt tc�'� � ic�i 70 WATER (leet): �3 � L'�R �A�1-ER: PP �, .�_._.�.� . ; WEtI. VO4UME PURGE: 1 WE�I. VOI.UME �(70'fAL Y✓EU OEPTH - S7A71C DEPTH TO WATF.R) J{ WEt.� CAPAC)TY j(On1y �itl o�N d app' cab'et s i ti = ; � � teet- `` • '� teec x f� , J' - [ ga�la+slroot = � 9ano� EQUIPMENT VOLUNE PURGE: 1 EpilIPMENT Vqi.. = PUMP VO�UA� -'(TURINC, CAPACITY X NBING LEn3GTH} - FLOW CELL VOLUPAE (or�y fili a�R rf agplicabls) = gall�r�+� gallais;lvot?f feel yatkons = gaL'ons INiT IAL PlJMf' Qfl Tl3BNVG FINAL PUMP OR Tt�ING Pt1R�"., Ih3G1 PURGING TOTAL VOLUME DEPTH iN �NEGL (;eM): qEPTH IM WEU. (fc�et): �II71A7ED AT: 1�� ENDED AT: �� PURGED �galbr,sj '�, � � �--- �j. T�DISSOLVED CUMUL DEPTH pH fc�rcle units ��YGEN VDt.UME VD�UME PURGE TO TEMP. � � � 711R8�TTY CplO�i OpUR iiAdE p�GED , PURGED RA7E V�JAIER {sandard �} Fi �, ) � uMts � �, � �� (N1Us) (descnbe} (descrbe) . (gapais) tgaAor.sj {9�m! (feetJ � o &Pc "rb sat�ra6on t1 U .'i �,' �J .�? c� .'2.S' t�1, '� y .'�� `�' C tt .�, � '1 � l , �; O . 2S 2 �t . �! �c)5' . � �� ° 1 � .-, � 2 , v • 2� . ' r '`� ;`-�,� J � , ? 3 3 � �, _.__ t .'1'°` �� e� . z�;" . �! .r� `l ? ..`�` MS� � !. �3 . �iv i� �. "�'9 �t � _ �_.- - YYE�L CAPACMTY (Gallons Pet Foat): 0.75° = 0.02: 1" = 0 04. 1.25" = 0.46; 2° = 0 16: 3" = 0.37: d" = f3.65; 5" = 1.02; 6" = 1.47;� 12" = 5.8fs TUBING INSH DIA. CAPACITY {Ga !ft.): 118" = 6.�06: 31l8" = C.R;�� 4; 11d' : C.ODFE; 5118" = 0.004; 318" = C�.OD6; 11 = fl.01U; 5►8' = D.016 ` � �RS3tNG EQUIPMENT COOES: B= 9�br, BP = B,a�ar Pump; ESP = Eleett� Suhmersible 1'ump: PP = Peristatt�. Fur�: O= O[her {SpecHy) SAMPLIN� DATA SAMPLED BY (PRINT'f 1 AFFII IA7 �ON. SAMP't.pi{S) S�I+�1A�TUR,�S): SAMPLING Sp�„�p� ING r � P, BRACKIN I ECOT ECH l/ (,/ �r 1NITIATED A'f: � � ti " r 1 ��` .�'� T7ELD-FiLTERED: Y� EMDEp AT: + � PUM("QRTVBING TUB�N� fIITERSIZE: �y°f�_�am pEPTti IN WEi.L (fe�x �; TERIAL CADE:p� �ittra8on Hquipmen! Type: PIELDaECONTAMINAl10t�i: PUMP Y Tl1BIMG Y pleced) DUPLICATE Y N SAMPLE CONTAMEti SPECIFICATIOM1I SAi+APLE PRESERVATiON (�nc�udin6 wei ice) INTENpED 5,4i�APUNG SAMPLE F'UMP Sn.MPLE � MAT�iIAI PRESERVATIVE TOTAL VOL FlNAL �AlY51S AND+QR EQUIPAAE�lT FLOW RATE fDCp6E CCN�fTAINERS � V�.UME USEO ApDED IN FIELD mL H ��TMOD CODE im�- D� mEnute} �„� �, ,� 3 CG 3'4QmI HCUNONE 120rn1 <2 BTEXIMTBE RFPP <1p0 � i� 4 AG 1L N{)NE 1L v <2 PANS�iEkf APP 500 _ - REidARKS: MATEit1Al CQOES AG = Am�er G:ass: CG = Clear Gtass: HDPE = Fligh Oens�y Polye:lhNene: LDPB = �ow Density Polyethylene; PP = FolYprapyi�e, S= SiGc 7= T efion; O= Other (Spe j BAMP�ING EdU1PMENT CO�ES: APP = AP,e- (Tlrough) Petistah :. Punp: 8 a 8diler: 8P = Blad�� PtlC1p; E$f' = Ek�thc S�bmersible P,imp; RFPP = Reverse Flow Pe+�:tal:ic Pwnp; SNE = Straw Melhe� ;Tubirq� Gravity Drain); O= Other {Specify) � NOTES: 1. The above do not constitute all of tt►e intarmafion required by Chap2er 62 FAC. 2. y �jABlL L471C#J �RITERIA F�2 RAMGE (7F VARIATIOht O� LAS' TNREE CONSECUTIV; REAOINGS �S�E FS 22'11. SFCTION 31 pN: � D.2 ur�its T�rmperature: + U.2 "� SpatiTic ConduManca: ± 5°fo Dissolved DYygen: all readir�gs t 20% SaYuralipn (see labla FS 2200-2); oplionally, ± 0.2 mgiL or ± 10°!a (whi�hever is greater} Tu�bidity: all read�ngs � 20 NTU; oplionally ± 51+�'TU or + t i7% (whichever is gre2ter) 6�-16t1.840 F.A.C. Rev�si�n Date: March 1, 2014 � [?EP Form FD 9000-24: GRI�UNUWATER SAMP�IN� ��pG 5lTE � SITE -� r,aM Rt)C►D �UTD4C3R � LOCn� aUN: 43d8 C UN RD, TE4UESTA, FL V4£lL NO: MW �_ sA�aat� as�: aa,Te 11,� t� 116 � �uRG u�a ; WELi. -� ; UB1NG VYEI� SCF�EEN 4NTEFtVAL STA71�C DEi�7N s J PUR+GE F'UN� 7YPE CjSAl,3EltR finChes} � (}{At,dE F£R {i�tchesi-�1� �EPTti: '�°� �eet {o � �fee1 TQ b'YATER (foely: � � � ] OR BAN.ER � , WELI. YRLUME PURGE: i WEI.L yQLUME _(TOTAL WEIi, DEPTH - STATIC DF.PTH Tfl V�ATER} x WELL CAAACI TY (only fi{� ac t ff BppHcaole) �j J�'� _ � � � feer- �-- � "I feet X � � � � CatlonsNoot = �,/ ' �� g�+�+» EQUfPMEAtT VQL.UME PUR4E: 1 E4UIPMENT VOL. = PUMP VOLUAAF �{TUBING CAPAGtSY X TUBIMG LENGTH} a FL,qLN CELL VQLUME z (only till oui (t apps�cabte) ^ ga�i3ns t i gaiionsr X feet�+ g elsorrs = 9allons INtT1AL PUMP OR TUBINCa F�iRL AL}MP t�f2 TUB�AIG PURGtNG �, PURfii1NG S 70TAL VOLUME DEF�TH iN WELI (tec,}: �Q pEPI H tN WELL. (!�1): IN1 r tATEO kT: E�,�� ENDED A7� f�� PURGE D(gallornk ��' � �-_-�- CUMUI. � DEP7H CpIJD_ 01530LVE0 � VOLUME Yfli.UME PiSRGE T� Pht iEMP. .c'^c�e units} OXYCaEN TURB1D1'i'Y GOLOR OOCIR Tl►1E ptIFiGED , islandarti ,a „�h + isj PUR�ED 1�ZF IAATER •, CI � (NTUs} (desenbei (desctibej t9allor,sj i9�'.s} {ycrn} iteec; � ;w) o_ 5!cm •'- % satutaflnn "y C! '�1 � •-� , '�,,�' ' c. . -,� j'�`� � �.. '7'� � C3 .�7 r ' �'� t� :"t � �2 ,f�'' �a 5,2t� ? C7 .� ,'t's � -- �t - � �9 ,� .-�t � � , Z,�" ,1�• _ ��.� . � � 7 �� t? .� <"'�'i � #' __.. +• ti� i �� _ � -�--------- SM1IELL CAPACI7Y' fraiians Per Font): 0.�5" = D.0?: 1" = D.�4; 1.25" = O.L�: 2" = 0.96; 3" z D.37; 4" = 0.65; 5" - 1 A2; 6" = 1.47, 12" = 5.8is 17l8fN 1NS1DE Qi CAPACITY iGa11Fi.); 11$" = O.ODOEi: 3116" = Cl fl014: i1d' ='J.D028; 5/18" = L�A 3f8" = 0.4'7fi' tl1" ='J.DtO; 5�" = O.Of$ PURGtNG EQUiPMENT CORES: 5 Eia�fe:. BP = Blapdar Pump: £SF = E�ecidc Su�r Pum�: PP = Pe�islaluc Pu 0��her (Speclfiy) _ SAMP�fNG DATA _ SAMPt,Ep 9Y (PFi1NT} t AFFILIAFI4N: SRMPLEF2{S) S1G T R �BAMPIING SqMp�� .p P. BRP,CKIM 1 E�COTEGN �/� ��'' INtTtATED AT; ��_--- ,�.�.«.�� '� ENDED AT: � J � � PUMP OR'fUBItVG f TUBING FIEtD-FtLTERED: Y FILTER SI2E: N+A y�m DEPTH IN WELL (iee#}: ��1 MATERIAL {:Ol�E:�� FiNraYan Equipmeni 'iype: FIEID DECCkdTAMINA710N: PUMP Y 7l)HING Y plaxd� I�UPLICATE� Y N � SAkIPLF CON7AINER S�CtFIC0.TttNy SRA�LE PRESERVATiflN (inr.luding wei iCe, INl ENS�E� 81�tiPL�IG SAMPi.E PUMP SAt�'L[ �I b1A'ERIAL PREBERV�.TtVE TOTALVCN_ F�7A1 ANALY5ISANS��7 EG1JiPbi�N7 FL�VW47E 1Dt5Cat�E CC)ISilJF1EAS COqE ��" USED AD� fN FIEi,a mt H �`�� (mL pei m±nWe} �,,�, 3 CG 3'4t?mI 1-iCt�'iJdNE 12Dm1 �2 BTEX/MTBE RFPF <10U yy t,� � � AG 1l � H25Q4JNEONE ' 1t <2 PAHsfI'ftPH APP 50D � �L RElAARKS: NtATE12tA1 CODES: AG = Ar�ber Glass: CGi = Gear G�ass fiDPE = Fi�h ?"��sdy l�o�yethylene: IDPE = l.cw aensity Polyetfiylene' PP = Poiypropyiene: 5= 6i. :one, T= Teflon; O= Oth� �SpecifY) BAMPLlN�, E+R1lIPMENT COpES: APP = Af6er (Trxo�gh) �e:f�ia4tic Pump, B= BaBar: 8P = Biadder Pwnp: EgP = Ekctrx. Submersibk PumR I2FPP = Rever� Flaw Perlsi�f,c P�x»p: SM = Svaw R �clrtod ?ubing GtavKy G O= Oiher (Spetsiy NRTES: 1. The abowe da not cansti#ute ali o! Ihe infonmakion required by Chapte� 62-169, F.AC. 2. 5TltiEfU7�°'Qh CRI7ERIA OR RANGE Ot' VAkil+TION 4F i.AS7 7#iF1FE C4NSECUTIVE HEaA1NGS (SeE FS `�212 gE^TION 31 pH: ± 0_2 units Temperature: ± a 2'C S�ciTic Co»ductance: ±b aissolved Oxygsn� ail readinys K 2t1"�o saturation (see T�bfe FS �2u�-2); optlon211y ± 0.2 rtec}!L or ± 1�°it fv,firict�ever fs greaterJ Turbidity: ail readings � 20 NTU> aptionally ± 5 NTt3 cx ± 10°Jo �whichevet' iS areater) 62-1B0.8fi0 F.A.C. Revisio� Date; March i, 2Q19 � DEP Forrn FD 9000-24: aGRaUNDWATER SAM1APLING LO�G 517E _ S1TE " NA� ROQD 4UTDOOR _ 4546 COUt�TY �iNE Rt�., TE QUESTA, FL S vu��.� rao: MW � � Sf,MPLE 1I�: DATE: 1I �ts I1 f PURGiN+G DA WELL iJB1IyG WELl. SCF2FE.W iNTERVA STA71C pEF'Tti {'' (�,, PURG� PUMP 7YPE ' DlAMETEF� tinches;. g�AME7Elt �m�esj.3l$ DEF? H: � faet to f p y�t 70 WATEFt (tcset): J-�'�1-' �3 BAit ER: PP YIELL VOLUME F�URG ; i WELL VOLt1ME _{TOTAL WEt � Lt�PTN - STA7lC DERTH TD WATER] X WELL CAPACITY (oMy 6i+ ovt if s ppkcahUe } r' "" ,r- � C. i. � = f �'9 teet �! r' tPe:; X S"� "'� ` g = � �`� � albns EQUIPMENT YOLUME PURtiE: 1 EQU{pN(ENT YOL. � PUMP VC?LUME +;TUBING CAPAC�TY X TU01►JG LENGTHj + I'lOW CEt1 VOtUME �only fill out H a{�'aliceble; = galk,ns +( galbnsrfoot X ieet�+ gallon:. = ga�:or�s �NIT Il:l. PlitvlP 4Fi TU88NG FfNAL PUMP OR TUBING PURGtNG p{JRGING ,,, � 1fl7AL VQE.UME r , `-� DEPI M ty WGt,i (fectj �i DEPTH IN yvElL (fee±; INIdIA7EI7 AT; � = 1t ENDED AT � }`� PURGED {g8lfans). 3, V CUMtt�. DEpry COMD. �SSOIVEp T VOLUME VC3LUir1E PURGE T� � lc�rc'e un€is� �1xYGEN i 71h.1E PURGED ,startiard 7 �' � ila+ TURHlUITY COLOR OQOR PURG�� RATC WATF.Ft �ns�l ��} �� " (NTUSj Idascrite) �,cescrbej (8allons) (9aaons) (BPmt (teet; g i51c } '1a saturatror. `��.. �'J '� , � {'7 . /'�L '1 ` .,l . tr k j t� � . �.1 V', i7 �..SC�.. i � .'i � t g' 2�" � �f .� 2 �-- 3 . i S�" �. a � . ,. 'l�` �. '� �" �J " � y s � _�..�__ . �, 2 3 . t, .. + " 't � '� . _'� � �:. ! 1� " � :`L--i . r� 5� i f . 2, 3 '° . �' t � . _-�_ � � _. .�,, VYELL CAPACtTY {G�Mars Per FOC�j 0.73" = L�.p2 1" = O.fld; 1.2.5" = 0.06. 2" = 4.16; 3" = fl.3T; A•' = U,+65; 3" _� �2: 8' = t.a I; 72" = 5.A8 - TUB{N!G {NSIDE DIA. CAPACITY (G aI.1Ft.�: 118" = C .fiO� 3H6 = O.OUt�t, 11 4" = OAU26; 5l18" - C 3I8' = 0.006; 1i2" = 0. 5t8' = O.OiG � , PURGING EGai11PA�ENT GQDE8: 9= Aa;ier, 8P = Bla�der Pump ESP = Elech�c Sut�rs:ble P,xnp: RP = p¢r;staitic Pu�; 4= b^her �SPeCify) _� ��►�wQUNG aaT� SAMPLEDBY{Pf�INT)JAFF3LIA710M: SAMPLER;Sy�IG idAT�RE(5): "-�SAMPLING SAMPLMIG P. BRACKiN ! ECOTECN � _� �jjL _ IN17iATEQ A7: � � }' '� ENDEA AT: + � � PUMP OR Tl.�lt+{G T�B�� FIELD•FILTERED: Y Fi:.7ER SIZE: �'A ,. µm i)EPTFI IN WEi�t {feez;: _� MATERIAi� CQUE.�`� fSl3ralion Equipmeni 7ype: � FIELD DEGC7k7AF,�IMATi�N: PUMP Y TU81NG Y pt�cei> DUPLICATE Y P! SAFAPIF CpNTAINER SPEGIFICATIQN SAMPLE PRESFRVATION (r.�uuding wg1 iue) tNfENDED SAMPLIN{'a SAMPLE i>llAiP S11A1PLE M M.ATERiAI. PRESERYATiVE TOTRL VQ�. FiFJAL AMALYSIS ANDlOR EflUIPMENT FLC�W RA7E l3COOE COtdTAINERS CAOE VOLUAAE USEQ A DAEf� Mi �tELO mt' AAE'f4100 GOIIE �mL perrrrrnute) �� . 3 ' CG 3'4pm! NCtJNOME 12�mi <2� BTE?UMTBE RFPP t100 �, t AG 1L ��Fff5f,�41NONE iL �c2 PAHst�FiPFi APP 50Q � _----_1_ � - REMARKS - MATERIAL CODES: AG = Amber GiaSS: GCi = Ciesr G{ass; HDPE = H��h Dc�s+ty Polyethylene; IOPE = low Dansrty PofyethylBRC. PP = PWypropylene; S= Si T= 7efe.�; �= Q� er fSpe 3AMPI.Ik�i �GIUlPMEWT CODES: APP = After (Through� Perfs�V;ic PumE:; B= Ba�le�, 6p = Bladder F'ump: ESP = Electtic Submersibk Purnp, R = Reverse Flow Perisiait Pump; 9M = St+aw M e2ha c t (7 Gr a�it y Dr O= flthe (Spec+fy) NOTES: 1. 7he above do not canstitule e)i ot fhe infvrmation required by Chapter 82-160, F.A,C. --' Z. STABi�fZF,TIQN CRlTER�A iQH RANGE � vAklA71C�N �i ii,�l THREE„CS}I"�ECl1TIVE rFACiNCS ��EE � YZ 12 S Tlflh 3� pH: ± 02 units Tamperature: ± 0,2 4 'C 5pecific Conduc#ence: + 5% Dissolve8 Oxygen: ait readinqs t 2p'jL sat► (see 7sble FS 2200-2); optionai,y, ± p.p �yglt vr ± 1�°��. (whid►ev� is greater) Turbidity: all readings � 20 NTl1; opi+onally + 5 NTU or + "� Q {whichever is gfeaterj � 62-16D.800 �.A C. Revision Date, March 1, 201� QEP Form �D 9t}flfl-24: GROl1N[}WATER SAMP�ING LOG ` 517F SiT� � N nna�: RO�D t?UT�Q�R _� Lt�nTx�N: 45�8 Ct)t LINE R D., TEqU�STA, F� w�uNO; MW- � s�n+PL�m: a�.r�. �/�.t.}!16 PURG DAT ; vYE4,L TU$1NG � WCLI SCREElJ Ih{7ERVAL SiA71G I7EPTH � PJRGE Pilt�ta lYPE DiAME iincnFS): p{p, r�q��ER{4nchesi .3�S ��?'N: feet tc j,� fee� TQ WAT {(eet}: �. 1��.,,} OR SA{LER: PP WE�.�. VOWME PURGE: 1 WE�S.'VOIUiAIE ={TOTAL WEl.4 DGPTH STATaC DEP7H TO WATF.R) X WELL �AF'ACITY jcnly filI oUA N 3 pG: ceble j ,('� = t � � teRrt - �.�_ teet; X_�_,,,,� � 9eNa�w'1oD; = LJ . � r�A¢ns �QUIPMENT YQLWAf PURGE: 1 EQUIPMENTVOL. = FUMI' VOLUMF� »(TUB1NCz CAPRCiN �t TU$1NG LENC,TlI)+ F1 {71M1' CEL� VtXUME (a�ly fil: out 9f app�cabk) = c�at6wi +( 9atfons�oot k feeta+ fl e!lons = Datltms M3TIA� PiJMi' OR TtlBiNG YiNAL P11l�1P UR TU61►JG PURGING }t � PURGIh1G TQ7A�. YfJLUME DEPTt! IN WEt� {teet): i7FPTH tN WELt i1tc,;: r^ lNITtAT�D AT: 1 ot �� ENL7�D H7: PURC;ED {gal:�r�x - T� — CON�i. D�9SOLVED CUMtlL. QEPTN T4ME VOLUb4E YflLUt1F PURGE TC � � t E1a!P. {circle unnsj O)(1'GEN iURBIDITY COLOF ODOR �'URGED PURGED RATE YVATER (stans�d . �c�� mqsr , �Mw�1(dls� (NTUs; ��.crrael (t�st.�it�} �9aNcais� i0altrms, 49�m9 (fee'; _ � °k�bon � � � � .`�.d� c:� �7 a � "`,i � , � �" ' '1 5'{ r `� � +� ? �.• � �'J +'t`.�'ku� � °.'_ ; t'� .' ': t� Gj ."2-`�� ta $ t��# _� � ..�'- � �i . `j�"� � � � l� ��_� }'�� _ "?� f -c� �`� G3 '' � � ;fl ;. .t � �t �'i � `? 2��2� J��'. '�� `' (�,� t� �� _ �_ ._ _,_ 1 _ . � � 1 � WELL CAPACRY jC,elions Per Fovi): 0.75" = v tl2' 1 = a.oa: � a.2s = o.c�a� z " _(�.l8: 3" = 0_37; +i" = O.fiS; 5" _ l,02: 5" = 1.47; 12" = 5.b8 i YlBIHCS 1N$� DIA. CAPACI 1 = C.C�006; 3I16" ��.p014; itA" = i}.GD26; 5t76" = G.OG4, 318` = O.G08: it?" = 4.US0: 5t8" = OA PURG EClUIPMENT COpES; B= S��er; BP = 618tlde Pump; ESF+ = EIecL^it Submersik�lC P�nv', PP = Per�slaltic Pu�r?p; O= 4the {Spedfy) SAMPLING DATA SAMP�EOBY(PRINT}lkFP'ILIATION: SAMPLEf?(5)SIGN URE( SAMQL1r7G SAMPLN� � iG P.BRACK#IV!ECOTEGH �f �� ►Pit'f1,4?EDA7: � �{�j Et+tDEQAT: ( .�, {)�� ______J'�' � "/ -- '''''' — �` PUMPpRTl1$fNG 1 Ue�� FiEtU��ILTERED. Y\ FN.TERSI2E� tJ�A Nm OEPT4I IN WEtL �feetk �t•, MA7ERIA GOD�;PE Fitra tron EquipmeM Type. FIEL[? DECOM1ITAMlNATI�I PUMP Y� TU9NJG Y�p�aced) DUFLICATE: Y �-.� � SfsMPLE CONTAINER SPC+CtFiGAT1flN SRF�'L� PRE5ERVATION ;inci��ng wei i�e) I lNTENDED SAMP�lNv SAMPLE PUAAP $Ai,4PLE ; IdAT"EP.IAt PRE$[FtVATiVE TCSIqI VOt, FINA4 ANAi_YSiS ANENOR EQUIPMENi F�OW RA*E i0 C,{3DE CONTAih�AS �ppF vOI�UMG USED AD IN FtEI b(mL7 �ET�� CQDE (ml per minu4e; ,�. _� 3 CG 3'AOmI HCUNdh1E 1?Om1 a2 S7FJVi�dTS� RFPP `<�00 � . 1 AG 1L H2SO41NO1VE 1L -- �2 PANsffRPFi AQP 504 I Rea{a�+tsL^.�._. _ _ MA7ERiAL C�PES. AG - Amber �lasa: CG = Clear Giass; NDPE = H�gh Dsr�si'y Palyethyiene, LDPE = t�aw �nsity pafyelhy�ene; PP = PolyproPYlene; S= Sdicc�e: T= 7eflan, 0 s Q Ehc• ( _ _ _ . SAMPLING EQUIPMENT CQpES, APP = ARer {Tniough} Pere.t2'Uc PumF: B= 8�iier, BP = Sladder Pump; ESP = ElectrtC Sutwrrers ble Pu�r+a. FtFpp = Fteverse Flow P erists�tit Pump, SM = Straw Methbd {Tub+ng Gta Ora ir�); Q= O the� iSpecify) NO7ES: 1, The above do not conskitute ali of the iniarmatfon required by Chapter 62-16p, F.A.G. 2�TAfsiLIZRTION �RITERiA FDR RAN�fpE OF VARIAT��M4F it.ST REE CLbJSEGUT!'Wc REAO�Pd�',S {SEF �S 221Z. SECTI(�N �+ pH: ± G.2 units 'femperature: ± 0.2 ° C Specific Conductance: ± 5ao Dissoivad Ozyg�ea: al� read�ngs < 2{� w saturation {see Tab3e FS 22fl0-2�; op#ionally, ± 0.2 sng�l or � 14°k (tivhicht3ver is greater) Turbidity: a�l readmgs < 2Q MT U; c�pt�or�l�y ` 5 Mf'T'U or + 10°l0 (w�hichever is tireattK} 62-160.S�a F.A.G. Revssion Date: March 1, 2t31�i � DEP Form FD 9QQ0•24: GRflUNDWATER SAMPLIN+G LQG N an�: R4�D QUTD s a 5as caut �TV uN� Ro., 'r�c��sTa, �i � W£Ll NO: MW- C� 1 SAMYLE I0: DAIE: �J 2 i I'I B � Pl)R DAT WELL TU61NG �EL� SCREEN INTERYAI S1ATbC DEFTH _ PU1dPTYPE bIAMETERyincttiesl �- � DIAMETER{inct�es�:�/8 DEPTH: � teetta f'�� fee: T4WA1'ER(fett'y. �j ,, �� QRBAIi.ER: PP YJELL YCLUME PURGE: t YYEi.L VbLUME =;T4TAL V.ELL D�PTH -$TATIC t3EPTH T�S JY A7ER} X WEl L CAPACITY fonly fI: pvt �Y ap�lirableJ ,�- f ^� 3 "� � _�_�_ feeY- '4c � iee:1 X CI . � � �allons/taC; = i � 7 .,� Aailnns E+f�UIPMEN7 YO6UME PURGE. 1 EC�UtPMEfi1'i WOI. = PiJMP WGLU1�1E +{TU MIC; CAPAC( r'1' X 7UBING t,ENGTf {� + F� �S CEt,�, \+dLI1ME (pnly flll oul d appfioab�et = gai brs+( qalla�s�Ioot teetj* gallons r gailo tN27iAL Pl1lUN CR 7'UBING �` f-' FINAL PUMP CZR TUBfNG/� �^- Pt�G1MG PURGING TOTAt YOLUME �? I�PTH IN WEI.I {feet)� �O % OEPTH �N W Ell. �feet}: l� { 7 1N17IATED R7: i(;�NDED AT: k�+� �j PURGEfl ;galloa�j; J•� � CUMUL. �� DEp�(�H �,—�� CCENi?- D4SSOLYED "—�—� i Yu�UME V�UMF HURG� 4 TO G TEMP. �� +�n�j OXYGEN q URBIDITY C:AI OR t76t3R Tt�AE , p�IRG[D ��,�p RATF V�ATEF2 ��nd { c�� umh �} {NTUs; ([tescritae) I�est*ibe3 (flallcros} (gallonsj t8vm) (fee*.) u�ns) Q Slerr °,b SBtutatbR , i t � t '1 . � { • f�' :.� z C .'� � '1 , s � ��.� � � � , ' `� 1'`i �l4 �; .Y r, � -.�_ � �� c� -~? .z _ �.'� . � " . t a.. ' � i z `7 , >�. >�._ r. � �.rc_�. 1 � �'2 �1 � ° .� ° S .''"�� Z.� 3Z. 3 Z 1 t "� ` _ .i � _ . -_ - -------,— - - - - j , i WEIl. GAPACITY (G�flotts Per Foot): 8.75" = C�.02; 1" = U.�d: 'f.25° - �:�6; 2" _ �.18' 3" = 0.37; 4" = D fib: 8" = 1.02; 6" = 1.+t7; 12" = 6.8R T UBtNG IN54DE DIA. C/4PACITY {C,ai_1Fi,): 918" = D.UQ06; 3t16" = 0_09 1!4^ = O. 5116" = 0.041d; _ 3/8" ■ O.Gt7fi: _ 1l2" = 0.010. 318" - D.Ut6 � � PURGINO Ef2UIPAlENT CODES: 8= 8a;lar, S#' = B18dAer Hu�r�; E8P = EleCtric Sub'�'�erst'�Ie Pump, PP = Penslai�ic Pump; O= SJ�t� (Spesr`Y) SAMPL{NG DATA �S�AMPLEQ�Y{pRINT1iF��ILW�ION: SAMPLER{5)SiGNA7 REt�} SAMPLING S�Mp�� P.BF�ACKiM1ECOTECH � �� M1fTIATE0A1: �� ENDEDR7: �� I � - PUMP oR TL�BING ...--- 7 �B�� FlEt O-FIi.TERED: Y�pi,./ FlLTER S1ZE: �A pm DEPTH IN wEll (iestk -'� ATERIAt� CQpE:PE FlNraGar Equipme�i 1'ype= fIELD DECONTAMIMATlON. PUMP Y T1J$1NG Y�.�„�i�,G�acedl DUPUCATE; Y N SA�1P�E CONTAMER SPECIFIGATION SAkAP1_E PRESERVATION {i�ciuCing �et �ce) 3N7EN�Ep SAMPIShaG SlWdPLE Pl�' r SAMPL"c � IJSATERIAL PRESERVATIVE TtJrAI V4� F�1hL �A�YSIS AND!dR EQUIPM�NT RO1tU RA7E Ip ;ACE C.t7MTAINERS (;pQ� V4LUME �s�p ApJED IM FfEIU mt M �� 4� {mL per minufe) �,� . 3 CG 3'4am1 HCi1NOhif 42flm1 <2 BTEX/loiTBE RFPP �40Q ��L � 9 AG 1 L NY994lNQNE 1 L {2 PA}i,�J�RP11 APP 500 � �- .. � � REMARKS: 1MTERIAL CODES: AG - Art�ber C,lasS, CG = Ciear Glass: H�PE = High i3ensity Polyethylene; I..DPE = Law llensity Po�yethyiene: PP = f'WypsapySErtE: S= Sil�cone; T= T�tion: O= Qther ISpecify) SAMPLIHG ECtU1PMENT GODES: APP = Afier ;7ruough) Penstatttc Qum�: 9= Safier, BP = BlBdder Pump. ESP = EleciriC $ubmervidu Pump: � RFPP = Fteverse Flow �'e�stat�c Pum. , SM = Straw Msihod (7ubinp Gn�'ty Dra 0= bther (Specifyl NOTES: 1. The above do nai constitute all af the information require+d by Chapter 82 F.A_C. � ?, STAp:LIZF.7IC�N �'Rr�'�Riq FOF? fi.4NGE OF VARIAT14ti UF i AS' T�REE C;ONSECUTfJ� R�kCij�� SEE FS 2212. secno�+ 31 pH: ± 0.2 unii� Tem�rature: ± p.2 ° G Specific Conductance: + 5;� Dissolved Oxygen: all readinys �?0%b saturatic�n (see Table FS 2200-2): optivnally, � 02 ri�ytl. or +�p�/ (whtchever is greaiery Turbidity. �3? readings < 20 N i U: Dpti4rt��ly ± 5�1T1.! Ot + �(S�jc (whir.hever is g�eate�) 52-160.8�0 F.A.G. Revisior� Date: March '1, 2�14 � k � DEP Form FD SOOt}-24: GROUNDWATER SAMP4ING LOG sir� - - sir� - Na��E: RCtOD �UTDC1t3R ; �ocAr�nh. 45d6 C OUN'TY LINE RD TEQ UESTA, FL � W�LL AIp. �W- i� SAMPLE ID: pATE: '�I �( I'�B PURGING D,ATA � _ � ` �� ' � : �C� PUMf' 7YPE � DIAMETFR inct►eS : �- 6RILER PP ElL { ) D1AB�E7ER ir,cnes):3!$ EP'i'I SCREE eetb fee� S4w � C} O� WE�I. VOIUME PURGE: 1 WE�L VO4UME -(TOTAL WELL DEPTM TATIC DEFTH iU WA7EF2 X VJFLL CA �,Cl7Y tc.-dy fiii aul'A appllcable) - ; � �"� feet - � teet} k � � � � a�pors!#oot = � ' � Qsllons EQU#P1+IEfd7 VOIUME PUitGE: 1 EQUIRMENT VOL. = PUMP VQI.IlMiE +{7USM7 �-�-� X TUBING LENGTH i+ FLOVJ {;tLL VQi..UME (orAy t�i oul it epp,:caGte� = p ellons +( galbn&Hoot X feet) * galWn� = gaHans INITiAI i�UMP �R TUt31NG FINA,L Pl1A�F' OR TUB�iG PURGiNG { VURGING TpTAL VOWME '^� ' �F�1 H#N WELL (fee;): � pEPTH IN WELI (t�t1: INITIATE� AT. f Q� ENpED AT: � l� ��- 4'1S3�GED (gatlon5; �. c,r CflND. b1S50LVED TIME VOLUME Vd UMF �PURGt D TfJ � ¢ TF.MP. (tirrae �iniis� 07(YGEM TURBlQITY COIOR {1pOR PURGEt� PURGED RAT£ WATER fsland�rd { o� } Nm �Gv�'�Ss} (NTUs} �desc�ibeJ {dea;rit�et (9slltut�) {�al;orrsf {9an�; iie�1) uh�L} ;� ; r � � r 1 ° io SBtUl8110(1 � � ��.e � , "� � . �'~r � .,� 5 �w �4 a.�. �S ' �*� . 'S c� � - � `� ~ _ _ n. t {t �. t -4:. 1 a��; :� .'t �` � 2 c a .2 �"` ' �a i � �:� (_ . �,,.), � � � f � � � � �I-1. c:i .`1 �' 3 . � �7 ,Z.'S� '-� �` 2 S`'. '�° l�� 7. � t+ �� ` �" a _ _ ` �� . _ � .____ WELL CAPACiTY (4alidr� Per Fodl: 0.75" = 0.0?, 7" s 0.04� 1.25"' = O.Q6; 2" = U.18, 3" = 0.3?; A" -n.65; $" = 1,Q2: 6" = 9 47: 12° s 5.68 TliBiNG �lSiD� DIA. CAPACITY {C�i.r�t.}: 118' _��.DflOfi: 8/78' = 0.0p14: U4" - 4.0026: 5116" = t1 0�4; 3!8" = 0.006: 1!2' = fl.0i0: 518" = 0.018 PURGiNG EQUtPMEWT CODES: B= i3ait�i; 0P = B latlder pump, SSP = Electric SubmersiDir. Punp: PP = Pe=+ Pump: O= Other (Spec�yJ SAMPLING DATA �� 5AMPLECIHY(FRlNT}tAFFlLWTION: SAMPLER;S)�IGMATURE(S): SAMPLING SAMPUNG J P. BRACKiN 1 ECOTECH ' f ��, INITIATED Al: � p��- ENDEDAT: � U`I AX� PUMP OR Ti�ING TU�� FlE4D-FILTERED Y FILTEFt SIZE: � �um DEPTH iN WfLL i�P��)- MATERIAL CODE:PE Fittrat��t Eqt�pnnetttType: F3EL� DECt7NTAMINATION: F�IJt+AP Y TU81NG Y placed; DUPLI�CATE: Y N SA�d}'LE CONTAINER SPECIFICATIpN � SAMPLE PRES[RVATlpN (indtr�iraa wet icej �J'fEMDEt7 SAMP�ING 3AlAPLE PUMP 5,AldPLE R MA7EWA1 PRESERVATNE T07A� YOL FIMA!_ ANALYSIS ANDlC3R E{�U�M£NT FLOW RA7E 1Dt�E CpnfTA'kERS . �p� uOLUME �gEp ADDE6lNFIELD rrd' y ��T�a C4DE (mLper�te) 4_ � 3 CG 3'40rni NCI�lNONE 130mi �2 8TE7UMTBE RFPA <740 A1 ry AG 1� H2SL1drNONE 1 L ti2 ,,,,eALis, PH APp 50fl - � _;, - "_��1 -�- .. . REMARkS: -- _ ._. ._.� - -- MA7ERIAL CqD�S: AG =Amber Glass; CG = Clear Giass: HOPE = High Dersity Poiyet��yle�; COPE = I cw Densiiy F'o!•�ttttylene: pP = Polyprcpyler�e, S� Si kcone; T= Sc,flon, O = Other RSpet�fy) SAMpLINO EQU►PMEN7 C6t3ES: APP ¢ Rher tThrough) P�:r�stait�c pump; B= 8ailer; BP = BIar�9er Pump; ~ ESP = Ele;,iric Submersib� Punr:p RFP? = Rev erse Fl P adstaHic P� ,rnp; SM = Straw Mel (Tubing Gravity Dr p= Other (Spec NOFES; 1. The above do not conslitute sp ot the fnformation raqUired by Chaptar 82-1b0, F.AC, J 2. S7ARti l�aT101J CRITERih FQtt RANG£ � VAR�n7iON 6= �.�,ST Tj Ri EF �clF7SECU*NE S�EAL`�NGS tSEE FS 22'!2 SEC7 �t)N 3'� pH: ± 0.2 unNs Tem�rature: ± 0.2 "G SpBCiflC CD11dUCte�1C�: ± 5°,� Dissolved Oxygan: a�l readings _ 20°J� saturati�n (see Takale F5 224G-?>; opi;onally. ± 0.2 mG+'l os + 10°!0 (vrhiChev� ls gre�tet) "fu�bidity: �11 read�ngs _ 20 MTU: opti�ally ± 5 NTU or ± 14°1c (wfiichever is c�reaterj 62-1GG.80� F.A.C. Reuisian Date' March 'I, 2014 � � , QEP Farm FD 9D40-24: GROUNt�WATER SAMP�ING Lt)G SiTE � SITE � � � tianaE: ROOCt OUTD04R � oCnTioN: d�a46 COUNTY LINE RD., TEQUES7A, F� , _.__.._ �.,....__ __ _. � f WELi NO: M�/1�- y{ SA��RPLE ID DATE: 'IJ �l ll�g � � 1 � PURGING DATA WEtI e� TU@iWG v WELLSCREEPIlNTEFtVAL SYATICDEPIH PUFiGEPUMP7YPE OIAMETERf�a�es) st. � DlAMEfER t��ches;:�J$ �P��' �#�tic � teet TQ WAT[R(taet), �.�� OR BAt�ER: PP YJE�� VULUME PURGE: ! WEIL VOLUME _{TQTAI WELL [7EPTH - STaTIC C�FTH TO VdATER} X WELL CAPAGITY (anly fill ou[ d applica�6i { / ^J' 4 / _ ( � '"� teet - � • > �� f�t2 X � . y +-�' gallor�sflool = ' , � f 9apons EL1UtPMENT VOLUNIE PURGE: 1 EQU4PMENT VAL. � PUMP VOLUME- �(?U81� CAPAC!'t'Y ?S TUF3ING t.EN�,THj � FLf3W GEt L VpLUME {only fiil out �f �P�Ikat�ie) = gailo�;+{ gallonsfftra;X te �)+ gallons = ge0ons 11VlTIAL PUMF' qR TUBlN� r ,,. , fINAl PUMP OR TtJBIMG f 1 NuRG1NG p17RGING TOTAL VOLUMC r:.- OEPTH IN WELt, (f@8t1: �."3 DEPTH W WELt ;feet�: `p . j� WI7U�lEDAT: �� I EHDED AT: � PURQ�ED{galla�s�: �.. � ClN+dlti DEPTH � GQND. D1SS(3lVED : VtJLUt.1E V�UME PIJRGC Tp � =E�p. Ir.trole �rats; +�OXYGEN n7RBlDITY COIOR {�'>C7R t1ME PURGED PIJR�F_[) RA7E WATER {standard � (°C} P� �its) {ryTUs; {gaMons} (y�allans} t4�) ({eet) units� e �5�� td�n�bej #desc�ibe� _ % saturstion ,� '1� 1,�� V.�.`h �� .'� r� .'S �� {� r's�1 `� a 4 � - �t - a;. - s � , x� �'. €� � �r � 2 . - � . - � 1 = � �.. �' ! �� a "5 ;1 n � �7 , Z - �` . - '� ., aS , c � �t > ��" y , ,@ � ,., t - - - , -- { I , c WELL GAPACITY (Gallons Per Footi. 0.75" a 0.02: 1" = D_Od, 9.25" = Q.D6: ?" ° �.16, 3": 0.�7, R" = 0.65; S" = 1.C2; 6" = 1.47: 12" = 5.98 TUBIN {NS1DE D1A. CAPAGITY �GdI JF7.}. 'If8" - D q006; � = O.00N 4, 7f4' = 4A SM6" � C.OQA: 31 8" = 0.4b�fi' 112' = p,014: 518" = tl.G�6 � PtiRGING EGHIIPMENi CQOES: B e Bai4er; BP - 8�adder Pump. ESP = Eleatric S�mersibte Pump: pP ■ Pe�iss�Uc Pump A�+Olher {Speci(�J SAMPIING DAT SAMPLED$Y(PRINT}iAFF�CIATIpN: SRMPLER; 51G TURE(5): ' SAMt�UNG ��p�� P. BRACKIN 1 ECOTECH �� `�' �ViTIA?EO AT: � � �( E►JOED AT: � `� � �� ri �., _---_�.'� PUMP OR T�181NG /'� '�--� TVBN�G FIEI.t}-FILTEFtED. Y ti„pL FILTER 817E: hU'A µm t�PTHlN WEIL[feet; �.-*� • � TERIALCOUE:PE FittrabtinEquipm¢�:Type: FiEt,D DECOHTAMIMATI�N: PUINP Y TUf31NG Y plaaed} ; OUPLICA7E: Y N _-.��, SAMPLE CONTAINER SPECIFtCATION SAMPLE PRESERVATIiQN (�ti.luding we: ice> IN?ENDED SAMPIING SAMRIE PUtdp S � �,iATERIAi PRESERVATIVE TQTAL VOL FINAI AMAlYS15 AND10R EQUIPMENT FLOW RATE IOCODE CUNTAIt�P.S pppE vOLUME I�SEU Al�3ED IN FlELD'mL' i M�p C�� (ml. permin�e) M �. _� 3 CG 3 4Aml HGUNONE 12flm1 <2 BTEX�M7BE RFPP �1t10 �� _' 1 A� 1L H2SQdlN9NF iL �2 PAHsl�PFtl�l�1 RPP C 5QQ I _. _ - - -- - . ._ _.. E _ RE#t4ARKS MA7ERIAL CODES: AG = Am6e� Gless: CG = Ciear Glass. HDPE = H�gh Densrty �'pryethyiene; LDPE = Lo�. Dcnsity Polyelhylene; OV = Fb'yyropykne; - S= Sil�cone; T= TM.on; O= C3tl+ j SAMPLIHG EQUIPMEHT CODES: AI'P = Ahti {Thrpugh) ParisEaltic P�u��, $= Balle'; 8P = Etlacici�r Pump: E5P = EVec[ric SubmersiWe PtNnp; RFPP � fteverse Flo P Ptmm�p SM = Straw M sthal (7ubing Grev 0- p= O thCr (Spet! NOTES: �1. The abcve do ntit co�nstitute all o# th+� infortnatiQn required byChapter 62-160, F.A.C. 2, T Il�2ATIOPI CRITER:+� fOR F2hf�i�E t?F VARIATION � 1A51 *. HRFF CON�ECUTlVE READINC'S tSEE FS 22'�, SECTtOt3 3l pH: ± 0.2 unils Temperatu�e: ± �.2'C Spectfic Canducta�we: + 5°k Dissalved t7xygen; all re�ings < 204'a saturation (see Table FS 22{IO-2)� aptionaliy, ± p.2 mg�L or � 10 {whichever is greate�} Turbidity: all readings < 2t3 N7U; opl+au�l�y ± 5 NTU or ± 10 lwhichever is greater) . f's2-160.800 F.A.C. RCVision E�ate� MarGh '1, 2014 DEP Farm FD 900t)-�d. GR4UhIDWATER 5�►MPLiNG LUG Sfi'E .. _—""'�` - �. r�nne RC UUTD£?t�R � � � A T�N A548 COUNTY LINE RD., TEQUEST �L � weL� No: M W� san�F�e ip: �T�: 1t �. � 1 1+8 PURGIN QATA ti'+'Q.1. s} Tt3BING �W - ELt SCREEN INTERVAI S7A.TtC QEPTM PURGE pUAAP TYPE �IAM�TER {inC}Iesj: S�'' , DIA.ME7ER {mchesj:3j$ j UEPTN: j feet to j y � feet 1 O WATER {feei): �, C"� R BAIIER: P�' WELL VOLUME PURGE: 1 WEIL YQLUME _{TO7At VJELL DEPTH STATIC DEP7H lU YJATERj X WQ,L CAPAGITY � [on�y 8Ii aui N apphcatrleM t / t {�' = f � � feel - � � 7 � (eet) X � . � W pallons,�aa _ } . 3 � q�,llons E4tUIPMENt vp�t�tE pUflG�: ��quiPMENT �ru�. =�uMr Vot.uMF » �TUBItJ�Co GAPqCITY x TU61 NG LCNG7ti; + f-lOW CE�L YOLUME ipnly T;�l pu� M��ipliaabk;; = 9c�ilor� �{ galbralloot x focl)+ ga llonS = gel MC�s INIT�RL PUbgP C)R TUB�lG . �,.,, FINAL PUMP pRTU811VG PURU^ING i�C� PURGING � T�TAL VOLUME � �EPTH IN VYfIL {feetr _� � pEP'fH �+t WELi {teet): IHtTIATEt3 AT �"�'" ENt)ED AT: �i.? 1.? ' PURGEn (9adlor�s '� j C` i CUMIri. DEPTH CONO. UISSOLWED TiME V'�UME V41U41E �llRGC TO � TEMH jcircieunits) OXYGEN TURBIDITY �Ql,QR pppR Pt1RGEp PURGED RATE WATER {standa�d t n� ) Nm ' i#sJ i9allor�s) �g�llonsj {gpm} (fe�Ip `��! � �gl,� (Ml Us) (desc.rd�e) {describe) _ Yc Saturaeon � �' , '"� � ^ " � � • �i' .� � .2 S . `� � � 1 .2.' '� 7 2. . u '� .{.�' . b � Y1 � . r ,7 d1a+ i '� �'- `� : �� «1. {� � 2. � . . �+� �; �.�r , +, 3 �t+ � . n ,i� k� LL � � t'?. ?� . -T '° . i. .'.� `� S� �O : � c� 4_ G�x- �� s : � , � � bi � — i � ' _ � � __� .., _ .�_ . . _ .. . _ _. � WELL CAPRCITY (CialWr•s Pet fCOi): 0.75" = 0.02: 1�° = C�.oa: 1.25�' = O.ctB; Z" = O.iG: 8'° = 0.37, 4^ � o.E5; 5" = 1.�2; 6�' = 1.4�,g� TUB ING IkS1UH DiA. CAPACI7Y tt',aIJ Y. 1!8" = O.p066; ._ 3716" = 0.0014; _ 1 W" _;1.0028: 5/16" = 0.004; 3/B" = 4.W6; 1f2" = 0.010; St8" = 0,01g PUftGlMG EQti1PMEHT GQ B= Bstle gP =�iadder P ump: ESP =�i�r.Ui; Sulx'rotsi Pump: Pf� = Peris(plitC plxrip: O= Oiher (Sp�i'Y) 3AMPLI DATA SAMPLEOBY!PRIP{TJIAFFIUATION SAMPLER{Sj51GNA7URE(5 ��'�-��G SAMPI.�1G. P 6RAC:iCINlECtYfEC�i ��.t� L f'�- 1NITIA7EDAT: � t '� (� ENDEt)AT:� �(� .fi�'�- PUMP t7E� Tti81PtG TUBING FIELD•FIL7EREp; Y FtITER SIZE. ., hL �r OEPTy M WELI (feetl' �,�y MATERIAL CQDE;PE F�tXration EquiA►neMTYPe. i FIEID DECCk�ITAMIMATlON PUMP Y TUBING Y vlaced} OI�LlCATE: Y �N SAMPLE GONTAiNER 5PECiFtCATIQN SAhRPLE PF2ESEFntry7lpTd {n:�udir� v,�et ice} INTFN4ED SAMPI.IMG SAMPI,E PUMP SAh1i�iE N MAiEFit�,L PRE$EKVATiVE TOTAL VCIL FINAL ��-YS#S ANOK�Fi' ` EQt11PMEid1 F�pyV ILqTE i� C�ODE S�ITA�FS C0� VOLUME USED RL�CtED 1N FIELD 'mi. N �ETt10A CODE {mL per Ranutn) N+ w. i � CG 3'40m1 HGVN�NE '12Urnt �2 BTEXtMTBE RFPP <10p r � i�„' �i� 1 A�G 1l .ki25Id4lNONE 1l ' s2 PAHsJTRR�I APP 5t10 RE�dAf2KS: " � MATERIAL CdDES AG = Anber G�ass; CG = Clear �ss: iiDPE = Hign Density Polyelhytene: LDPE � Low DertSity Polyethylene: PP = i��ypropylena; ! S= St, C4n8: i T efl4n: O= Olher �SpeCify} SAMPL1Nti EqU1PMENT CppEe. APP = Afler t�hrough) Pec staific Pusnp; B= Elniier. 8p = 8lsddec Pttrttp; Egp = Electtic Suhme�sible Purr�_; —y � RfPP = RevBrse Flow Perisfaltic pump; 'SM = S:raw� Methad �Tubing Grawiy DrainJ; O= Other {Specityj MOTES; 'i, The abcve do nW aa�sLiiute alt of Che infarmalian required by Chapter 62•164, F.A.C. Z. STABII.'ZA,flpFl Cfi1TFRIA fOR Rp,NGE OF "AI,� A710P' UF t 9�T TM{REE C4N�EGUTC�E REAU1hC5 (SEE F� 2L12 SECTIO.'+! 31 pi#: � 4_2 units 7emperature: ± U.z ° C S�cific Conductance: + 5°fa Oissqlved Uxygen: alf readings < 24°ro sahxation {see Tabfe fS P200-2j; aptionaliy, � G.2 mg!� o� ± �p"ta � is greaterj Turbidity: alI readings r 20 N7U; aptionaUy ± 5 NTIJ or + 1D°,� (whichever is greater� fi2-ifU.8tK7 F.A.C. f�svision Date: March 1, 2014 . DEP Form FD 9000-24: GR{)UNDWAT�R SAMPLING L.t�G SITE SITE -. NA►,t[: R{7�D C1U 7DOC?R �ocaTic,n, 45�+8 GoUh2TY L WE RD., TEQUESTA, �L _ � i w�� N�: MW- � `� SAAAPLE ID. DATE: 'II �� I'I� PUR GIM G D ATA w�R � ^� TUBING wELL SCREEM INTERVAL � Sl ATIC pEFfH �,...- • PURGE Pl?A+tP TYPF DIAMETER{inches;. U` pEAMFTFfi�inchesJ:�I� 1 DEP7H. �'�'�tc�tto I�feet TdVJATER;feet)- �.7 OPBAiLER: PP WELI YOLUME P11RGE: 1 WEII VOLUNl� =(TD7A! WE�I �PTH - STATIC DEPTH TO WATFR� x wEU caPac�rr (only fil cut if appGcah•e� f r ( ` � � feet _ � > j � feet} X � . � '�" gailons�farn = ` � '�^ � 9ellong EQUiPMENT VO�UME PURGE: t EQUIPMENT YO�. = PUA�P vO�UME +(TUE3ING CAPAf.ITV X TUBING LEMGTHI + FLOW CELL VOL IJMAt {only fill nui N a�li;,�ble) _ = gatlar:, +; gella�4001 X tc�:tj. gallons = gallons �IITia,l pUMP OR TUB3N�G FIhiAL PUMP CtR TU81NG pURGlNG / PURGING i TOTAL VOL LIME t ,,.. DEPTH M� WELL ileet;: �� DEPTN M WEII {teet): INITIATED AT: � i� i,„r ENpED AT: � �� 1 PURGED �gatk,nsj ,i �.� CUMUL. DEP7H CpNl7. �ISSOLVEA T OXYGEN { T1MF v�'�� VQLUME PURGE Tq pH ��Mp (cirqe urits) : 7URBit�11 Y CUI�i �pft PURGEO PURGED RATE WA7FR (scanda�c o� N �� ts) . (9all��j unii,j � ) $t � �� {N'CUs) {desu (d�suribe) . tga�,or�) (gprn') (feetj % sat�ration '+ �� y '� � t , ;y .=� z � { .�`�i 3 �1 ��t � 3 � c� � .'� v ! . � � __ ;� s� � � - �.: � � Ls ,G.i� � 3�� y� �a t s� �_�t�4, c .a �. _�� I 1 � {' 1 �i Z.`: "l7 ��r �y,� �1 � � lx �` _ !.� ' ti 1' - — .., -- — ..... - - -- ►NELI CAPACITY {Ga{�ons Per Foat): 0.75" = 0.02;� i" s 4.04; a.2s° = 0 C,a. 2�� = 0.16; 3" = 0.37; a° = 0 65; 6�� = 1.02: 6" =1,47; 12" = 5.8& � ' 'fUBIN(i INS�E REA. CAPACITY (Gal.lFL): 118" = 0.0008; 3/18" = 4.0014; il4"'= 0.002r� 5/18' = OAfl4• 3f8" � O.00u. il2" = 0.010 518' = O.D16 PUR R�iG E(2UIPPAENT GODES: 8= Bailer; BP = Bladder Pur�; ESP = E�ecd 5uar�rs�'ble Pump; PP = Perisraltic Pump; O= Dtt�r {Speciiy) S,4MPLiNG DATA S � SA0.4PLER(S)SIG TURE(Sj; SAMPLENG �� P. BRACKIN/E�OTECH �,a ' y-' INCMTEDAT: � � � ENDEDAG: � � �� '^ ..... _ PUMPpR7UBiNG TUBMlG FI�LD-FtLTEREO Y fIITERSIZE: hL�a prr� �PTH 1N WELI (ceei►: �j MATERIAL CODE:�� Fili+aUa� Eq�dpment Type: FIEi p�CQNTAMINATI�I: PUMP Y TUBIhG Y pha�d) DU��ATE: Y N SA#AP� F CC7NTAlNER SPECIFtCA7�CN SAMPLE Pf2ESEitVATION (incl�ding wel cej WTENDED SAI�LING SAMPLE P1JMP S1�lAPLE M MATERIAL HRESERVATIVE TOTAL VOL F1NA� ANA�YSIS AN�hOR EOUIPMENT FLOW RATE iD CpDE (7pNiAINE� CADE vfl �' U � USED RDpED itV FIELD mL' MET4iOD C06E im� � minute) ,�,,, _� 3 CG 3*40m9 HCt11+NpME 120m1 <2 BTEXJtvITBE RFPP �100 t , r � �,� ~ f` 1 � AG 1 L �41NQhlE 1 L <2 PAHs/TR�+i APP � � _._. . + ----}- _ _ i � - � - -. _ � - - — -- REMARKS _ - -- - MATER3A� COpES' AG = Amber Glass: GG = Clear Glsss; HQPE = High DeAS'ty Polyethylerts; IDPE = lcw Density Pdyethylene; PP = Po3ypropylenP, S=�tlicor�, T= Teflon; O= Other �Sp�;{y) SAMPUNG EQUIPMENT+COpES; APP - Aher (fhroughl Peristaltic PuT�; B= 88iier: BP = glnddet Ptxnp; ESP = Electric Sunrr�ersible Pump; �� RFpp � Revetse Fiow Pertstaltk Pur�p, 5A+1 - S traw t,�et�d (7ubing G;avit Dr 4=�her { Spec�Fy; NOTES: 1. The aDove dr� not constkute ail af t„e ir�format on nquired hy Chapter 62-960, F.AC. - --� 2 5"AFi1:IZ.A":ON CRITERi4 FOR,i�ANGE OF VARIATIUNtJF t.ASLTHREE��^ECUTI`vE i2EAG�NCS {SEE F$ �111 SCCTI�J 3) pH: ± 0.2 �nits Temperature: ± 0.2 "C Speciflc Conductance: + 5% Dissolvad Oxygen: aU readiiigs <_ 2�% saturation (see Table FS 2200 o�tionatly, ± 0.2 mglL or ± 1Q°/fl (whichever is greater} Turbidity: all feadings � 20 hTU, o�iiorially ± 5 NTU tx + 10°,'0 {vN�iGhever is gre�kr) � 62-160.8(}U F.A,C. Revision Date: P,Aarch 1, 2414 ! ATTAC13141E�'T E GixO�UhDjJ4'ATER ANALYTI+C�I.. ,EZEPUk'I' � � , . Advsnced Erneronmsental l.aboratodes, lnc , _ I �� y �� iG2oc USp.7�y w� �rarnar, FL aso25 +�` .�"`�— -� Peyments: P.O.Box56'158D Jacksorn+ills,F�322b5-1590 -- �.� : � Enuiro��e�ta1 la�oratories I��. Pticne: (954�989•?286 • F2k:{954�Y169-2287 Janusjry ZJ, 2016 Ire�a Giovenco Dcnaldson Ecotech Environmental Services, Ine. 3260 NW 23rd Avenue Ste 1400-E Pompan� 8each. FL 33069 RE: VJaisarder: M1SD0279 Rtr�d Outdoor Dear Irene Donaldson Enciased are the analytical resuits far sample(s) reoeived by the labo�arory on Frtday, January 22, 20i6. Ftesutts reporked hereln cron#orm to the most current NEIAC stsndards. where applicable, urNe55 otherwise narratad in the botly of the report. The ana�yticd� results fior the samp�es ca�tained in this report were suhmitted tor snalysts as outlined by the Chain of CusUody and resuits pertein oniy to these sampFes. fI you have any questions conceming this reppR, p�ease feel tnee to r+aMact me Sincerely, � �..� - • ' ' . : .S' �:� .. i Kadr� W�qia�ns !�ti'1RAirrns�4ELlab com Enclosures Repprt lC►. 407743 - 6491t 81 Page 1 of 19 CfRfi1F(CATE OF ANA�YSIS Thi3 report shali ne# be reprodu�d, excepl �n full. wiltw.R the writtea consen: otAtiwnraci Enmonmental Labar,3turies, Inc. � `.' /' °^�'.A . , ?Cfw.i.0 Advanced Ernrironmerftal LBbnraic,nc�.s, lnc {. ' � - 10200llSATc+dayLday Mira�r�r,F�33G25 �% ��& �. « ' ��a�� Payd�ntS: P,4, BOK 551580 .lacksonvilie, F� 3225$�9590 ' �� - ��yf�'��e��a� 1��'��'��5 I�� Phone:{954Ktt39•228E � - Faa:{954'�689-2281 SAMPLE Sl1MMARY Workorder. M1600279 Rood iGtndaar lab 1� Sample ID Matrix Date Gaiiected �ate Received M1800'179p01 M4Y-1 W�ter 1t20!?Oi6 14:20 112?1201$12:04 M16Q0?79002 MW-A Water 120i209613:51 11ZZ1201612.OA Mi6002796D3 1v1W5 WSler 1/20/2018 14:41 9l22t20i6 12:04 M1600279C?i�4 r,dW-7 tNater U2�/201613:05 1l2220161?:04 h�160�2?9flb� PAW-9 We1er 1l21!'1i11611:11 1f22l241812:04 M1604279046 i"A1N-14 Wa4er 1/21t201$ 10:46 1172t7016 12:04 M1S00279D07 MW-11 Wster 1i21t2096 09:A8 1�Z?J201$ 12:OA M160�279008 MW-1? Water i127,'2D16 iO:iT i/22l2p16 12:04 M1BW27�09 M1N-13 Watec it:?1{20i612:44 il22f2016 S2:U4 � RepoA ID: 447743 - 64911 8� Page 2 of 19 CERTIFICATE OF ANALYSIS `th�s repart shau no[ he reproduced, except� lull. w�tMa�tir� �widcr consQntofAdvaneed Ermronnw�Hal �:��orato�ies. InG. `� n t<:Vdy � � u'i� .. _� 3'��.� , • Advanc6dEnv�nmenla�Labcaraiq�es, nc r % '� 10200 USATtxfay Way T�i�rrar, FL 33025 � -� µ { II�VaIIC�� . Peyments P.O. 8� 551681� JacksunvNk, R 32255-7580 + - E��ironme�ta! lahoratories II�C- Phone (9ki41689-22$9 � � �ex: �ssa�esa,xza, ANALYTICAL RE5UL75 W�tkotde� M150L1279 Rood Outdaor Lab ID� M16Q0279001 Oate Receh+ed� Q1t2211fi 12:04 Matrix: Water Sample i�: MW-t Date Collecied: 01l20r16 14:20 Sampie Description: l.ocation: AdJusted l�d�usted Pare�neters Rasufts t]ual Units QF PQL MDL Rnatyzed Lsb SEMIYOLAtILE$ Malysis Desc: 8270GSIM A[�lysis. PsaparaGon MethOCt: SW-84b 3514C Wa � Anr�iytica! Metl'atl: SW-848 827qC {S1M) 1-Meth}Ariaphihaiene 0.Od1 U uyi� 1 0.20 0.041 ilZ5120181T:15 Mi 2-Methylr�phtl►alene p.044 U ugl� 1 D20 0.04d 11Z5120i8 97:15 M Acenaphifiene 0.0�8 U ugtL 1 020 O.Q48 1/2512n1$ 17:15 M AGenaphthylene OA30 U uglL 4 020 0.434 1l25f2D161?:15 M Mthracene 0.022 U ugll 1 O.ZO a.ez2 1/2512015 17:15 AA SenznlaJarnhracene 0.026 U ugJL 1 0.20 0.026 1/251207617:15 M 8enzo[ajpyrena 0.032 U ugfL 1 0.?0 fl 032 1l25/201619:15 M 8enzo[B�Nuoranthene 0.030 U ugiL 1 0.1� 0.030 1.+25l20961T_i5 hp Benzo(g,h,i�erylene 0.433 U ugil 1 0.20 0.033 1/25I201617:15 M Aenzoj�c]fluwanthene 0.033 U ugll 1 0.20 0.033 1t?5201617'.15 W1 Chrysene 0.027 U ugll 1 0.2a 0.027 1125/201817:15 M Dibenzo[a,h]a�thracene 0.029 U uglL 1 0.20 0 029 1/25Y1016 17:15 M • Fhioranthene 0.036 U ugiL 1 020 0.036 iJ25120961715 M Fiuorenc OA36 U ug/L 1 0.20 0.036 1Y35.+20161i,15 M Indeno�l.?,3�cd}pyrene D.034 U ugiL 1 0.20 0.034 1J251201817:15 M Naphthalene DA50 U ugl1. 1 D.2a D.O50 1l25/201617:15 M Phenanthre�e O.U51 U u9fl. 1 0.20 OA51 i1252R161?�45 M Pyrene p.03B U ug/L 1 �.20 DA36 it25120161T.15 M Nitrotaenzer�e-d5 (S} 1i59 �e 1 32-147 1l251201617:95 2-fluora�biphe�yl {S) 91 °k 1 34-74Q 1125i241fi 17:15 p-Terpt►er+yl-d9$ {S) 92 °h 1 54-138 1/2512016 1�:15 VQLATIlE8 Analysis Desc: 52806 MalyaiS, Wat� Prepsratio� MeThod: SW-8A6 50308 Ar�alydcal Mlethod SW-846 $2608 BBnZene 0.36 U vylL 1 1.0 0.36 1J29/2o76 02'Od M Ethyl#�enzene Q.38 U agtl. 1 1.4 0.38 ti29f2016 02 D4 M GAsthyl teri-bukyl Ether (MTBEI 0.2d U uglL 1 1.0 0.24 1129C201fi Q2:D4 M Totuene D.d9 U uglL 1 1.0 0.49 1/29f2015 OZ:OA M Xyle�e (TWaI} 1.1 U ugll 9 2.b 1.9 1l29J2�16 02:04 M 12-Dichior�ihane-d4 (5) 1U3 yo 9 77-i2S 1129J2D16 02:flA Toluene-d8 {S) 104 No 1 8b121 1/2912018 02-04 Bromafluarobe�u.�e {S} 1i4 "!0 1 84129 1!29i2416 02:04 Report iC3 443743 - 649 i 1 E 1 Page 3 uf 19 GER77FICATE OP ANALYSIS 'i'h�s repaA ahall not bF reproduc�, except In full, witha' 1hc: writh;n consent otAdvanCeA Emr'ronmantal LabaretoHE3. InC. . " t 6:t•rr�,.�t "'�.w'#� 9704.1 ,. . � Advanced Environmente� Laboraicties, inc �„ t0270 USA Taday Wsy Miramar. Fk 33�25 ' J, '�' K { - V4 � fld�a�c�d Pa)tnents. P.O. Boz 551380 JatksOn'�ilte fi 322.�+,+i-i5$0 � � = : E�vir��m�otal la6�ra�ories (l�G. P�,e: c�.�>ssa-��a � Fax: (954}8ti9-228� AA1kl.YTiCAL RESULTS Workorder M1&4�i278 Road Outdoor l.ab ID: Mi6Q0279002 Date Received: 41f2211612:fl4 t,Aatrix YJaler Sampie ID: MW-4 Date Gvliected: �112Qti613:51 Sampte Description, locatian: Rdjusted Ar�usted Rarantelers Resutts Quai Units DF PQ� MOl Analyzed I8b SEMIV�OLATILPS Analysis D�sc: Flo-Pcr� A�ysis, W�ter Preparation Method: Fl.-l�RQ An6lyGeai I+Aetl�od: FL-PRO TPH 1600 ugti, 1 A20 18Q 1/25F2016 27:24 M o-Terpheny� {S} !30 % 1 8?-1$2 1/25l2016 2224 t+ionat�it�ntane-C39 {Sa 53 qo 1 42-193 1,'?5I2016 22:Z4 Maiys� E�sc: 8270GSlM Armlysis, Preparaf�an Method• SW-846 3510C wace� an��y�cai r,�eu�oa: sw-aas �z7oc �si►�� 1-�,Aethyi�►aphthatene 36 uglL 1 020 0.041 1125�"201617:d2 M 3-MeU�}Anaphthalenp 5.6 uplL 1 020 0.049 1f25f201617:d2 M Acenaphthene 0.28 uglL 1 0.2U 0.448 1l2512fl1817:A2 M Acsnapt�Myiene 0.030 U ugN. 1 020 0,030 1125J24't� 17:42 f�l Anthracene 0.0�2 IJ ugf�. i p.20 0 022 1t25t20161�:42 M 8enzo[a)anthrat�ne OA26 U ugfL 7 0.20 o 026 1125t2fl1617:42 M � 6eFlZO(ajpyrene 0.032 U uglL 1 p.2i} O.D32 i/25l201617:42 M 8enzo[b�luoranthene 0.030 U ugJl. 1 0.10 0D30 1f25i?Ot61T:42 M Banm(g,h,ijperylene OA33 U ugtL 1 0.20 0.033 1i251201817:42 M 8enzo(kJfluot�ihene OA33 U ug/4 1 0.20 O,Q33 1/2512076 'f 7�42 RA Chrysene �A27 U ugtL 1 0.20 OA27 11?5/24i617:A2 M Dibenzflja,h]anthtaczne pA85 1 uplL t p2U Q.Q29 1125l241fi 17:47 M Fluoranthe� 0.086 V ugtl 1 4.20 6.036 1l2512018 97:42 M Fluorer:e 1.4 uglL 7 020 D.03G 7/25,'201617:42 M Indeno(1.2,3-cti}pyrer�e O.D36 I ug/l. 1 0.20 OA34 1i2512U1617:42 tai Naphthatene 0.050 U uglL 1 02� o.050 1I25l2016 i7:d2 VI Phenanthrene 4.451 U u914 i 0 20 0.051 1/25l207fi 17:42 M Pyrene O.U36 U uglL 1 024 0 Q36 1125l2016 17:42 M NiY�obenzer�-d5 (S) 54 °k 1 3Y-1d7 1125�2418 17;4? 2-Fluombiphenyi {S) 5S °� 1 34•144 7,25�2016 17•d2 p-Tcrphem+l-diA (S) 57 44 1 54-13$ 11?5+2{}i5 17 42 VQI.ATILE8 Anatysis Desc: $'16� Analysla, Water Preparation Methad SW-84S 503dB Analytical Metfwd: SW-84682fi08 Ben'eens 0.3fi U uytL 1 't 0 Q.36 112912016 02:38 M Elhyibenzene 0.38 U ug1L 1 t.Q 4.38 1+'29t2016 02:38 M Methyl tert-iwryl EthEr {MTBE) 0.24 U ugA.. 1 t.0 02A 1129l20t8 p2:38 M Toluene 0.49 U ug1L. 1 1.0 0 49 1t29l2016 02:38 R�1 Report 1D: d07743 - 6d9118t Pags 4 of 19 CERTIFICATE OF ANALYSIS This repoR shall not c� �e�rod�ed, exc�p: ir tull, wrihout the w�:ttan nansent of Advar«�ed E�r„aaime�t� Leborgtc�iBS, inr. . YbM1t 11y�* � �'��.� 4 � . ?.dvariSS� Ernironmenlal Lebor6tories. �nC .``�. 8duaac�d 1D3G0U3ATa�yWay h'�ir�mar.Fl3:i�25 :� ��' k-:_ Peyme�ls: P.O. Box 551580 .lecksonvi�e. �L32255-i58C � � '" :'� [��i�lt�� t��{��t0��5. ��,. Pnone (�f)889•1288 • �� ' �ax:�954jB89-228� ANAlYf1CAL REStlLTS Workorder: M160027A Rood OuWoor Lah ID. M1�0279002 Dale hteaeived: 0112?J16 i2.Qd Matrix: bNater Sample 1D: MW-A Date ColleCted: U112W1B 13�51 Sample Descriptson: Location: Adjusted �djusted Paramete�s Kesulls �ual Units DF PQL ti1DL �nalyled Lah Xybene {7otatl 1.1 U ugfL 1 2.0 i.1 1J29,2018 02;38 M 12-pichloroethane-d4 (S) 107 % 7 77-125 1t2912016 UQ:36 loluene-d8 {S} 104 'N+ 1 $0-127 1f29f2618 02:38 Brnmatluorobenzene {S} 111 'Y, 1 80-1T9 112812016 02:3$ Lab ID: #ii16402T9003 �ate Received: Otf22116 i2:04 Mairix; Waler SamiMe ID: MW-5 Date Coi�cted: 01l2a11814:41 Sample Descriptlon: 1.oqtion: Acljusted �usted Parameters #tesults Quat Uniks DF PQL h9DL Anaiyzed 1.ab SEMIYOI..ATIL.ES Analysis Desc: SZTOC-SIM Anaiysis, Preparatwn Method: SW-846 3510C � Water Anatylical MetY�od: 5W-8d6 8270C (S1M} 1-MethylnaphthaGerre O,Q41 U ugtl. 1 0.2b 0.041 1!25l2016 i8�s1 M 2-Methylr�aphihalsne 0.04d U uglL 9 0.20 0.044 1f2S1201618:11 M Acenaphthene U.O+F8 U uglL 1 0.20 0.048 tf25/201818:11 M Acenaphthyfene G.430 U u811 1 Q_20 0.030 1125/2U1618:i1 AA Anthret�ene OA22 U ugl4 1 Q.20 D.022 11'25t201618:11 M Benzo�ajanthracer�e OA26 U uglL 9 0.20 D.026 1JZ5/201618:11 M 8enxo�a]pyrene D.032 U uglL 1 D.20 D.032 11251201$ 1811 M Benzo(b]fluoranthene 4.D38 U uy/L 1 410 0.030 1l25I241& 18:1i M Be�xo�g,h,ijaerykene Q.033 U ug/L 1 02Q 0.033 ti251201fi 1$a11 M Benzo(k]fluoranthene �.03g U ugR. 1 0.20 0.033 1/25/2016 i8;i� M Chrys+ene OA27 U ugA.. 1 020 O.fl?.7 1/25t2�161&:11 M Dibenzo[a,h]antnrac�ne 0.060 I uglL 1 0.2D O.d29 11251201618:11 M F1u�raMhe�e 0_436 U uqtL i 0.20 4.436 1125l201618:11 M Fluorene O.U3$ U uglL 1 0.2� O.U36 '.C25�201618:11 M Indeno(i.2.3-cd�yrene 8A84 1 uglL 1 020 0.034 7J25I20161811 fvf Naphihalene O.OSO U uglL 7 Q.20 0.050 1l25/201618:11 M Phananthrenc 0.031 U uglL 1 �20 4.4:it 1i25f20161811 M Pyrene O.Q36 U ugll. 1 D.20 0.036 i125.701618�11 M NiVObenzene-d5(S} 12t! 76 1 32-947 1/25/2018 i$:11 2-Fluorobiphenyl {S) 162 � 1 3s-140 1I2512Ui8 1$:11 p-Terphenyl-d14 (SJ 14� Ya 7 5�4-138 1125l2016 18:11 VOLATILES �teporS {0. 407743 - 6+191�381 Page 5 0( 19 CERTIFICATE OF ANA�YSIS this rc�{�ort shap �qt be r�roducx+d, cxcept En h: , �.vilhaul tfi8 vrtirien ccnee,nt cd Advarced ErnifCnmeMal i.alxarataries, ln:. � "' `f ; '4 } ` �" -0J' `~�.. 309d t C t � Aciva,,ced Ernrn4rronmenlal Latx:•a6o�ies, inc p 10240 USA Taday Way rd�ramer, FI. 33025 `�--- � ''. li��i� Paymenix P.O. 8Ax 551530 d;�cYSUnviite, fL 32255-958C ( .� � ti _� �: x.. .' E��ira��atal �ahoramri�5. I�c. P�. t��$g-2�8 _ FFUC: (9°4J969-2289 AHAGYI'fCAL RESULTS Workorder. M1600279 Rood gutdvor Lab Ib: M16d02T90D8 Date Received: 01�'22iio 12:04 MaVix: Waier Sam�e ID: MW-5 Dale CoUeded: t11�'20+18 14:41 Sarnple Descripf+an: locaticn; Adjusied Adiusted F'aramet�xs R�u1tR Qua Units DF PC2L Mdl_ AnalYzed Lab Analysis Desa: 82808 Analysis, Water Pr�rallon hlettiod: SW-846 50308 Anatypcat Metnod: SW-846 92608 8enzer�e 0.3fi U ugA. i 1.D 0.3fi 7129t2016 43�13 M £thylbenzene 0.38 U ugtL 1 1.� 0.39 1l2912416 03 'f 3 AA Melhyl tert-butyl Elher (MT BE) 0.24 U ugtL 1 1.0 0.24 112912016 03:13 M loluene QA9 U u�f� 1 1.0 0.49 112812016 (13:13 M Xyfene {T�IJ 1.1 U uplL 1 2.0 t.1 1119�'291fi 93:13 M 1,2-t�;chio�vethene-dd (51 1Y5 44 9 77-125 1128J2416 03:13 Toluene-d8 (S} 108 Yo 1 8Q-121 1/29l2096 03=�3 Bromo�uorobenze�e {S) 119 76 1 80-129 1i28120t6 03:13 lab fD: M1&00279404 Date Recelved 01i22'16 12:44 Ma1r�: Wate.r 5ample !D: MW-7 Date Collecled: Oi�2a'16 13.�a Sample Descriptian, Location. � Adjusted Adjusteci Parameters Results Qua U DF P ta t M DL Analyzed lab 8EMN'OLATILES Analysls Desc: FW-F�roAnelysis, Wate.� i'reparatiaon Meihal. �'L•?RO Analytical Meit�od: FL-�20 TPH 21p0 ugll. 9 A20 18U �nsno�s �a as Nt a•7e�phenyl{S) 12T 96 1 82-1a2 1I251201fi 23:06 Nonatri�ontane-C39 �Sj 52 tib 1 42-193 1)251?fl96 23:U8 Analy9is Desc: 927QG-SIM Analysls, PtBpetalia� Meihod: SW-B4B 3510C WBter At►alytic;al Method: SW-$4$ 9270C {SIlo1) 1-Methylnaphthalene 11 uglL 1 4.2Q 0.041 1125.�209618:38 M 2-Methylnaphthalene 19 uglL 1 Q.�O O.fl�4 1iZ5,701& 9$.38 M At:enaphthene O.OdB ll ugli. 1 02fl 0.048 112512p18 35,3@ M At�enaphthylenc p.030 U uglL 1 p20 4.030 1125,'201618:38 M Anthracene D.028 1 uglL 1 �.20 {].022 1/251201618:J8 M Banzo[aJantluscer�e O.U26 U ugll 1 0.20 0.026 7125l20i618:3E3 Aq 8enzo[a]oyrene 0.432 U ug� 1 U.20 0.932 1t25/201618_3$ M Benzo;bj8t�ntherae 0.030 U uglL 1 0.10 0.03D f125l2fl1S 18;38 b1 Benzo(g,h,i}peryle� O.D33 U ug11. 1 020 OA33 1t?5�2016 i8:38 M eenzo[kJfluoranthene 0.033 U ugtl 1 0.20 0.433 1125.+2t�161$:3S M Repori ID: A077+13 -$491i81 Page G oi 18 CERTIFtCATE C1F ANALYSIS This repoR shall net be repmduced, e�ccept in fu11, wlthotA the written tamsen:pf AdvBncec En,edo�iment6l LBborala��, irn;. Y i' ��- ; � jt:C-.' fi . , F�dvat�ed frniro�w+mnL�! �aboratores. Inc 7�t2[1() USA ;oday LVay Mframar, Fs.3�25 j� .'�� , �dyan�d Payn�ts. P.O. &u� 551580 JedcsonvNie, F� 32255-1G80 � `�.,.. N � - ..� E�viro�me�tal [a��r�tori�s, lac Pr��: ��»�.�e Feu: j954)984-YL81 ANALYTICAL RESl1LTS Woriwrder; tu3160fl2�9 Reed Outdoor Lab ID: M16G02T9444 Date Received: 01122118 12:04 fi9airix� Water Sampie ID: MY"M•7 Date Colie�t�d: 09/2D�'1613:05 Sample Oescripbon: Loca�on- Ad�usted Adjus[ed Parameters ReElA1tE Qual Un,ts DF Pt�l fv1DL Analyted Lsb Chrysene OA27 U uglL 1 0.20 4.027 tl25J209618:38 M Dibenzo[a.hJantt�acene 0.035 I uplL 1 0.2� 0028 t125�+2016 i8:38 Iv� Fluoranihene 0.036 U ug�� 1 0.20 O.U36 1125/201818.38 M Fiuorene 0.59 ugtL 1 0.24 Q036 1l2512016 18 36 AA iride�w(1,2,3-cd)pyrer� 0.034 U uplL 1 0.20 4.03A 1125C201618:38 M HaR��ene 5T uglL 1 020 0.050 9l2512D1$ 18,38 M Phen�threne d.13 I ugfi 1 0.?0 OA51 1125,"2018 98:38 M Pyrene 0.036 U uglL 1 020 0.036 1l2512Q1618:38 M Hitrobenzene-d5 {Sj 8S �f, 1 32-147 1l25f201C 1&:36 2-Fluorobiphenyi (5) 85 96 ! 34-540 1J2512016 18:38 p-TerphenyMd14 (S) 83 9L 1 54-1a8 1�25/2016 18:96 VOLATILES Anatysis [78sc: 826D6 Analysis, Water Pnepar�;on Method: S1N-8d6 50308 Analytical Metfad: SW-84S 82806 . Benzene 0.36 U ug/L 1 1.� 0.36 1129l2018 03:47 M Ethytbenze�e 21 ugll 1 1.0 Q,38 1.�29i2416 D3�4� h� Methyi tert-bulyl Ether (MTBE) 0,2; U uglL 1 1.0 0.24 it2912U16 03:47 P�A �oN�ene 2,3 ug1L 1 1.D 0 49 1129J2016 03:A7 M Xylene (Totai) 680 ug/L 1 2 0 1 1 1129t2p1g 43;47 M 1,2-DICt110fOB1h8ntid4tS} 108 % 1 77-1?5 1f29t201603:�47 Toluene•d8 {S) 1Q6 °k 1 SO-121 1129/2t1�8 �3�41 Bromofluorobenzene (S) 118 °k 1 80-129 L"25.�2416 �3:47 lab !D: M1fiO4279005 �te Received: 01�22J96 12:04 R9alriac: Wat� Sample ID_ MW-9 Daie Collectcd. 01.+21l16 91:11 Sam�e [7escripdan: Localion Adjustsd Adjusted Parame Resulls Qua Units CIF i'QL MDL Rnalyzed Lab SEMIVOLATIlES Ar�iys+s Deso; 8270C-SiM Analysis, Preparation Meihod: SW-846 3510C wa�e� Analytipal Method: SW-846 927flC (SIM) 1-Methylnaphthalene O.Od1 U ug/l. 1 0 20 0.041 1/25l201619:06 !�1 2-h9ethylnaphthalene iI.044 U ugfl 1 0 20 0.044 1/25l20 �fi 19:06 M Acenaphthene 0.048 U uy/L 1 0.20 O.Q48 1/25J201819�06 M Report !p: d077A3 - 64911 &1 Page 7 of ' 9 CERTIFiCATE OF ANALYSIS 'his report shall n�t be reptroducecf, excepl In fuN, witho� the wntten r.arrsLnt of Adus��ced EnvPOrtme�^#al LaGoraMri+�S, .crc o'� . � .t m� 31;G'.1. a � Jiavenced ErwiromierMallabo�atorles. In� r 1QZ�USATodayWay MirBmar,FL33C2u � ��. �+ �UY��U Payn�ms P.O. Hox 55�680 Jadcson+�e, FL 32255-15Ro -t� � - . ' E��ro�mental [a6oratori�s. I�«. ��,� ,�,��.��a � _ _ - �ax:1954�889-328'1 ANALYTICAI� RESUI.TS Workgrder: MiB(sti279 Raod t3utdoor 1 ab I[�. M160Q2790p5 Daie Received: Q1,�2271& 12:D4 Matrix: Water Sampie Ib MW-9 Date Col4ecced: 01f21110 19:11 Sample Descriptian� locat:on: Adjusied Ad'yustcd Parame#,ers Resulis Qual Units UF �'QL h1DL AnaGyzed LaD Acen�phthylene O.p30 U uglL 1 G.20 0.030 112512�t61�:t� M Rnth�acene UA22 U ug►L 1 420 0.022 1l25;201619:06 M Benzo[a)anthracene D.026 U up/L 1 02U {1.026 1125J20t619:06 M 8enzo[a]pyrene 0.032 U uglL 1 U.20 0.032 1�25f201619:06 N 6eneo�b�fluoranthene O.D30 U uglf. 1 q 1A 0.�3Q 912512016 19:06 M Benzo(g,h,i)peryien� 0.033 U ugfl. i 0.20 0.033 i!?5i2U1819.06 M 8enzoikJRuaranthene 0.033 U uglL 1 0.20 O.Q33 91251201619;D6 M Chrysene 0.027 t3 ugtl 1 0.20 0.027 112512015 19:@6 M bibenzo[e,h�anthracene 0.029 U uglL 1 0.24 4.029 1i25J2D1619:06 bt FfuoranthenB p.036 U ugfl 1 C?.20 0.038 112512Di$ 19:46 M Fluprene O.OS6 U uglL i q20 0,036 1�25i?07619:08 M Indeno(1,?,3-cd)pyrene 0.63# U ug1L 1 024 0.43+1 1!251201619:U6 M Naphthalene 0.050 U uylL i 0.20 0 b50 112at201619:06 #v4 PhEnanthrene OA51 U uglL '1 0.2fl OA51 1125/201619:06 Wi Pyrene 0.036 U ugfL 1 0.20 O.Q38 1/25/2016 19 06 M NiUob�zene-d5 (S) 108 °!0 1 32-94? 112512�16 19.08 � 2-F4ucuqb�henyl ('5) 91 °/. 1 34-?44 1t3512018 19:06 p-TGrph@►�yi�d14 (S) 88 96 1 54-138 iJ251201n' 19;pfi VOLATILES Anatysis Desc: 82606 Maly�s, �IJater Preparation MeUiori: 5W-8d8 50308 Analyt+cal Method: 5W-848 82606 Benzene 0.36 U uglL 1 1.+1 fl.3£� S/2912016 i2 48 M Eihytbenzen9 O.SB U uglL 9 1.0 0.38 1129/2p16 �2 4B M Methyi tert-buty! ELher (MTBE) 0.24 U ugll 1 1_p 0.24 if2912016 12.48 M Tcluene Od9 U uglL i 1.a p.A9 9l2912019 i2:4H M Xyier� (Totai) 1.1 U a�11 1 2A f.1 1/2912p1$ 1?:48 M 1,2-dichlaoethane�d4 (S) 102 % 1 77-325 1�291ZD1612:d8 Toluene-d8 {S) 115 % 1 80.121 1i�91201812:48 Bromofluorobenzeine{S) 107 ?6 1 8p�129 1t29l20t$12:48 RepoK RC7: 40T1d3 - 6491181 Page S of 19 CER'fiFICATE OF ANAl.YSiS Th s f@p017 N1�11 nU! be reP�duC6d. 9Jtcepf n`uil without lhe Nn�tk;n consento{Adva� Enveonment8' Laboratnrrc s, Inc. '*, . , '~ ��*: :4�d 7 0 c r AdVBnCeC EttvifOnmenYnl i abOntto'kS. �nC �-' � . � 1C20D USA Taday Way h9 rart'ar, !i �3D25 � ,� �"-_ `y fldY��Q� Psyment3; P.O. Box55t590 Jacksonvtlk, F1.32255-1580 4 .' � �.," � E�YIP�I1111EIi�3I �a�DP��OP12S I��, Phme. (954}8$9-22&B � �ax:(9°4}889-Z2A1 ANALYT{CAL REStl�TS Workord�'- M16Q0274 f2ood Outdoar laL !D. M1604279006 C1ate Received: Q1i22116 12:A4 Matt6c: Water Sampie IQ: MW-10 Date Go�lecied: 01!29116 10 46 Samp(e Descrlptbn: Location: Adjustetl Ad�usted Parameters Ft Qua� Unils DF PoL 1.ADL Analyzed Lab SEMNOIATILES Malysis C1esc: 8270C-SiM Anatysis. Prnparabion Method: SW8A6 3510C Wat� q��,�� : SW-84fi 6270C {S1M) 1-MethyinapJ�lhalene O.Od1 U ug�L 9 0.2� 0.441 O/?5tZ�1B 19:33 M 2-Aqethyinaphthalene 0.044 U ugti. 9 0.20 O.Q44 i12512i7'1619:33 A4 Acenaphthene O.OdB U ugll i 4.20 0.048 1/25/201518:33 M Acenaphthyl�ene U.030 U ugl� 1 O.Zfl 4.430 1/25f24j619:33 h� Anfhracene 0.422 U ug/L 1 D.?U D.822 1,r15/20,619:33 M BenzojaJanthraoene 0.426 U u�R. 1 D20 4.026 1i251201819:33 M BenzolalPYfene �.032 U ugl1. i tl20 0.032 1f25l2U1619:33 M Benzo@jfluoranthene O.U30 U uglL 1 0 70 0.030 1l25/2016 19:33 M Benzojg,h,i]perylene 0.033 U ugtt. 1 0 20 O.Q33 1!?512016 19.33 M 8enzo[kjfluoranthene Q.033 U ug/l 1 O,ZD 0.033 11?51201618:33 M Chrysene 0.027 U uglL 1 0.24 O.fi27 1125,"109$ 19:33 M Dibenzp[a,hJanthracene 0.029 U uglL 1 0.20 b.029 1l251201619:33 M � Fluaranthene 0.435 U ugti 1 0.20 0.038 1125l201819:33 M Fiuorene Q.036 U ug14 1 0.20 0.035 1!?Sl201& 19:33 M Indenb�1,2.3-ai}pyreraG 6.034 U uglL 1 �.20 4.U34 1i25;201819:33 M Naqhthalene 4A54 U uglL 1 02Q 0.050 1Y15120i619:33 M Phenanihrene 0.051 U ugfL i G.24 0.051 1125J201619_33 M Pyrene D.036 U ugtL 1 020 0.036 1.75i247619:33 h9 Nitrotienzer�e-d5 {$) 10i % 1 32-1a7 1125/2016 19:33 2-Fluorobiphenyi (S) 93 '/0 1 34-140 +125/2016 19:33 p-Terphenyl-d14{S) 88 °k 1 54-138 1125f201619:33 VOLATILE9 Ana�ysis Daac 82608 Malysis, Water Preparalitx� Method: SW-846 503t18 Analyrtical Mathad� SW-848 828�8 Benzene 0.36 U uqll. 1 tA D.3B 1/29/2Q1604:56 P,A Ethyibenzene U.38 U ugfL 1 7.0 0.38 1+29/2416 04�58 Pd Wiethyl tert-butyi Ethc� (MTBE) 024 U uglL 1 1.0 D24 11282016 �4:56 M Toluene 0.49 U ugiL 1 1.0 0.49 1t29l2016 �4:56 M Xylene (iM�l� 1.1 U ug1L 1 2.0 1.'1 'I12Si2016 DA:56 M 1,2•D�cF�oroethaneii4(S� 116 ?6 1 7�-125 7f29/201604:56 Tvluene-d8 jS) 106 76 1 80-1?1 1129/2016 OA 5G B�omofluorahenzene (S) 112 'k 1 8U-129 112912096 a4 56 Report ID A47743 - 6d9118i Page 9 ot 19 CERTIFICATE OF ANA�YSIS Th�s report shaN not be repmduced, excepl �n fuii, wit�out ihe imttnn tt+nbsnl o(AdvenCad Envronmen4�l la6oretaries, lm, � � . a , 4^ +'�~�� . ��r ' ` 1.' 3ti0M1.i.0 Acivanced E�vimnmer.tai LabotataAes, inc '� �' 10200 U'SA Today Way HAira:n�. FL 33�?5 ,0t '' 2 � - ` 7 �' BdYa�c�d �aycnenis: P.O. Box 55758Q .iac�cssanvitle. fl 32256-15SD �, � �;� � ' L�y�rOnm�e�1�'t �UDratQ��J. ��{�,. PhonB: (A`i4}889-2288 ti. .. �.. • Fax: (Hfid�888 77&1 ANALY'fICAL RESt,�LTS 6Yorkorder. M1&QQ?78 Rood Qutdovc 4ab IU: M1600279007 L]ate Recaived: 01(2?t1612:t}� 4:taisi�c: tNater Sample iD� MW-19 Daie Collecle�d: 01t2ii16 09:�i8 Sanipie Descriptron: 1 ocation: Adjusted Adjusted 4'aram Results Lluai U�its DF i'QL MDL Analyxecf 1.ab SEM{VOLATILES Analysis DesG: &27QC-SIM Anatysis, Pseparatian AAe#3ssd: SW845 3510C �� Anaiyttcal Method: SW-846 R270C {SIM) 1-Methylnaphtha�erfe 0.0�1 U ugtL 1 �,?4 4.44i 1!25i2p98 20:01 M 2-Methylnaphthalene O.OM U ug/L 1 420 O.O�A 1l25/2016 20:01 M Acenaphthene 0.048 U uglL 1 0.2b 0 Q48 7I25P2016 20:41 M Acenaph#hylena 0.030 U ugll. 1 0?b U.03D 112512016 20•01 M Anthtacene OA22 U uglL 7 0.20 0.022 1J25t201B 20:41 M Benzota}�thrar.ene 0.a26 U oglL 1 0.2G 0,02fi 112512416 20 01 M Benzo[ajp�rrene OA32 U up(L 4 0,24 0.�32 112512018 20:01 M Senz�bJfluoranihene O,OSO U uglL 9 0.1t1 b 030 1/2512018 ?Q:01 M Senzoig,h,iYi�+lens 0.033 U ugiL 1 0-70 Q.033 7/2512018 20:Oi M 8enzo(kjfltxxanlhene 0.033 U uglL 'S 0.20 0.033 1r2512Di6 20:01 M Chrye�er.e 0.02T U uglL 1 0.24 0.027 1125!?Oifi 2U�D1 M nibenzoja.hjantt�racene 0.029 �! uglL 1 0.20 0.029 1Y15l7D1620:Q1 M � Fluoranthene 0.636 tJ ugl� 1 0.20 0.036 ti25�`2fl1$ 20:fl1 M Fluorsne 0.036 U ugl� 1 0.20 0,036 1I25(2U16 20_D1 M Indenr.�1.2,3-cxi)PYrerne OA34 U u9ll 1 0.20 0.034 1J2512016 20-01 M Naphtha�ne 0.050 U ugtL 1 420 D.05b i/25,7016 2Q:01 h� Phenanlhrene 0.051 U ug/t 1 0.20 Q.Q51 1125J20�6 2tl:qt i� Pyrerfe OA36 U ugl� 1 Q20 0.086 112'�t7026 20:01 M Nihctbenlene-d5 (S� 106 7a 1 32-147 1f15+201& 2D:01 2-Ruorobiphenyl (S} 57 % 1 34-140 1!25l2416 20:01 p-Tarpheny9-d14 (Sj 77 "/c 1 54-13f4 �P25/2{�16 ?O�U9 V�DLATILES Maly�s De�: 8260BAnalysis, Water Prepa�ation Methai� SW-848 50346 Analytical Method; SW-848 $2648 Senzene 0.38 U ugil 1 1.0 0.36 7129l2018 05:31 M Ethylbenzene 0,38 U ugtl. S 1.0 0.38 1J29J201fi 05:31 M Meihyl tert-butyl Fther (h+ITBej 0.2d U ugll i 1.0 024 11291201$ 05:31 M Toluene 0.49 U uglL 1 1.0 0.49 9l2912018 05�31 M Xyier� (Tota!) 1.1 U agll 1 2.4 i.4 1129!2�16 0.''i:31 Wt 1,2-Dichbrvethane-d4 �S) 110 % 1 77- �25 1129l2Q16 05:31 Totuene•d8 �S) 102 % 1 80-129 1/2912018 05,31 Sromafluorober.zene (S) 117 56 1 80-129 1/29J2tJ16 Q5:31 Repwt iD: 40�743 -&491381 F'age 10 of 19 CERTIFICATE 4F ANP,LYSIS Th�s �epoR shall na' t� reuraduced, except in tuii, wilix�ut Uiu �i�n ��sen; of r1CV8'�G9d E�virM�me.ntai l�ratories, (nc. w t � { � 8{k�+l t� . . Ativan�d Ernimnment6l �.BbOratonat. �nc -:_.^ p 10?OD U5A Totlay Way Mxamar, F� 33425 `' �_4� 1° ,' fl(��,� PaymenG, P.O. 8wc 551580 .k�csonviu�, ��32255-'�580 �.-'; ' lIIVIrDIII�I�,IIIaI �a��P�iQ�I�S. �I�C. Phcne: (954�889-�E38 � ` F�:(954y869-2269 ANALY7'1CA� RESULT3 Worisarder: M11$09?79 Rood Outtloer Lab !D: Mifi0027900$ Date ReGeivetl: 01122116 i�:Od Mat�+x: Water Sample IO. MW-12 Date CoHected: Ott?1/161D:77 Sample Descriptiarr LoceGon: Adjusted Adjusted Paranr Resulls Qual UnNs l7F PQL MDL Analyzed lab 3£MiYdLATlLES Malysis Desc: 827QGSIM A�ysis, Pr,ep�ation Method: SW-848 3510C Waier psiely0caf �Aathod: SW-8AB 82i9C (S�A) 1-l�l�ethylnaphthaiene 4.OA1 U UglL 1 A 20 0.041 1125l241B �0:28 M 2-Meihylnaphthaiene 0.044 U uQ(L '1 0.2Q O.Dd4 1l2512018 20:28 M Aoettaphlhene D.04$ U ugll 1 0.20 D.UdB 11251201$ 20:28 M Aaenaphlhyiene OA3Q U uglL 1 0.20 0,030 1125l2�Y1S 20:26 M Anthracene 0.02? U ug1L 1 0.2Q OA22 1I25/2016 20'2$ A9 Benzojaaanitvacene d.026 U ug1L 1 D.20 OA26 1I25/20i6?0:28 M Bencoja]pyrene U.082 U ugll. 1 020 0.032 i/25l2016 20:28 M [3enzo[b]��ranthene O.OSO U ug1L 1 0.74 a 03�D 1,'25.�2416 20:�8 M Benzo(g,h.ijperylene 0.033 U ug/l. 1 0.20 0 033 '.13512016 20:28 M Benzo[k]fluoranthene 0.933 U ugiL 1 4.2Q 0.033 1125/2016 24:26 M Chryserie 0.027 U uy1L 1 0.30 0.027 1l2512016 202& M Dibe�zo[a,h]anthraeene 0.029 U ugiL 1 a.20 0.029 1125,7016 20 26 M � Fluaranthene fl.036 U ugll t Q.20 0.436 1(251241$ 20:28 M Fluarene 0.036 U aglL 1 4.20 0_036 tt2512016 24:28 M Mdenoi1,2.3-cdipyrene 0.03d U ug14 1 0.20 OA34 1/251201& ?.0:28 M Naphtfial�e QA50 U ug1L 1 020 D,OS+D 1125t2016 20:28 �.fl Phenanthrene D.05i U uglL 1 0.20 0.051 1!25/2416 20:?8 P�1 Pyrene OA36 U ug/L 1 Q.20 D.036 1125/2016 2�:28 1N Nitrobenzer�d5 {S� 101 yc 1 �2-147 9/25�2016 24:28 2-Fluarabiphenyl (SJ 80 � 1 34-i40 1C15l2016 20'FB p-7erphenyl-d14 (5) 65 °k 1 54-138 11251201fi 2028 VOLATI�ES Analysls Qesc• 82608 Analysis, WaLar Preparetlon MeMod: SW-848 5D308 Malytiral Method: SW-846 828DB Benzene 0.36 U uglL 1 1.4 0.36 1�2912fl18 C�:fl5 M Ethylhenzt3ne 0.38 t! uglL 1 1.0 0.38 1.+29i2016 06:05 M Methyl tert-6utyl Eiher iMTBE) 0,24 U uglG 1 1.0 4.24 1,29i2016 DB:OS M Totuer� D.49 U uglL 1 1 0 0.44 7129�2016 �8�05 A�7 Xylenc (7otal) 1.7 l! �iL. 1 2 0 1.1 1129+2416 06:45 a1 1,2-0�chloroethane-dA {S) 105 Yo 1 �7-1?5 1129.�2016 06:Q5 Toltx�►te•d@ {S) ip5 °f. 7 80-121 9i29!2096 06:05 Bromofluoro6e�zenc (S) 113 °ti 7 BO-129 1/29,2U1B 06:45 Report !D: �0�7A3 - 5491181 Page 1 i of 18 CERTIFtCATE OF ANALYStS Thls repnrt shan nn� ne reproouced� except �n `uu, witho.rt tAS '�ar.th:n cpnse�t Of Advat�ce3 E�virvnmente' labO�Ataiss, Inr.. � � � , �tc.�.p . ► AGwr�cad Envuc�n°n;rlul Leboretorie9, IrIC 8dya�ced '02fJQ USATaday'rVtry Mir�ttat. FL3302;a � ( � �''`-� t Paymants: P.Q Bc�55i584 �cksanvi�e,FL3225S-'4584 { Pho�:(954?�99-Z288 • ��,, -' Enyiron�e�tal laboratorae�. I��. FaX:(B`rt)699-2297 AAIAIYTICAL RESU�TS Worlcorder: M16�279 Rood Outdaas Lab N: M1S00279049 Date Received: 9'iJ22J1B 12:i�d Matrix Water Sampie 10: MW-13 Uate Goaecisd: Ot121�1612:Ua Sample Description� �tion: Rdjusted Adjusled Parameters Resulls o�al Unks OF PQ� MDL An�lyzed Lab $EMIVOLATIIES At�ysis Desc: 82TUC-SIM At�atysis, F'reparatian Methad: SW-846 3510C � Analytical Method: SW-846 8270C (SIM) 1-NethylnephRialerte 19 tsgA. 1 020 0.041 1,+25/207820:55 M 2-Mett�ylnaphthatene 34 ugtl 1 fl 2n 0 D44 1!25l2096 ?�:55 M Acenaphthene 0.1T I ugiL i 0.2� OA48 1!25�?416 2fl_55 M Acenaphthylene O.U39 I ugtl '1 0.2Q 0.03D 1,�25J2pt6 20:55 M Anthracene �.05D I ug�L 1 0.2� OA22 1,'25l24t6 24:55 M 8enit�a�nihracene 0.026 U uglL 1 0.20 0.02tl 1R5!2016 20:55 M 8enzo(aJpyrene 4.432 t! ugit i U.20 0.032 112512016 20�55 M flenzo(bJ(iuoranihene i3.03D U ugtL 'i U,10 Q.034 7125f1pifi 20 55 k1 Benzo(g.h,i]peryiene 4.033 U uglL t 0.20 0.033 1125l2016 20:55 M Henzo(k�F�uoranthe�e 0.033 U ugtL 1 420 0.033 9/2a,"2016 20:55 hi Chrysene 0.027 U uglL '1 0.20 OA27 1l2512416 20:55 RA Oibenzo[a,h]�nthracene 4.029 U uglL 1 Q.20 0.029 1125I2015 2(1�55 M � Fl�roianthene d.03fi U uqll 1 D20 ❑.A36 1I25120?6 2(1:b5 M Fluorene 0.98 ugl� 1 4.2fl O.U36 1t25/24�6 20:SS M Inderio(1,2,3-�xi)pyrene 0.084 U ug1L 1 0 20 fl.034 1125/2016 2D:55 A9 Naphihatene 18 ug1L 1 0,2Q 0.05Q 1!25/2D16 20:55 M Phenanthrene 0.42 ugl� 1 4.2p OA51 ii?512016 2D:55 M Pyreree O.Q36 U uglL 9 0.20 O.t336 i12512416 20:55 h� Nitrobenzene-d5 (S) 92 A�o 1 32-147 112512016 20:55 2-Fluorobiph�yl {S) 93 94 t 34-7A0 1f25/2p16 20:55 P-Terphenyi-d1A �Sj 70 °R 1 Sd-138 1125/2018 24 55 VOLATILES Analy�s Desc: 8260H AnalySis, Water Preparatia� Mettqd: SW-846 50306 Analy6cal Metlwd: SW-&16 82666 8en2ene 0.36 U ugiL 1 1.0 0.36 1129l2018 06:40 M Ethy�aenzene 0.5T t ugll 1 1.0 0.38 1/2912616 Q8:d0 M Methyl tert-buiyl E�er {MTE3E} U.24 U ug/l 1 1.0 {}.24 1129t2a16 06;40 M Tatuane O.d9 U uqlL 7 1.0 0 49 1Y29U2016 O6:A0 M Xylene {fotal� 190 uglL 7 2 0 t.t 1,�29l2016 O6:d0 t.� 1,2-�ichloroeihane�d4(5} 105 % 1 77-125 11291201fi 46:d0 Tolvene�d$ {5) 108 °k 1 $Q-121 112912096 O6:A0 Bromofluorot�zene {S) 117 °b 1 8(1-129 �t2Sr2018 08:� RepotllD: d07743 - 6A81181 Page 12 of i9 CERTIFICATE OF ANA�YSIS Th�s repqrl st,ad not be reprotlu ;ed, excepr v Iuif, w�ihnut ihe vaitt� eonsa�t ot AAva�x.ed Ernimnmeryial LBbaratories. Inc. .. 1:ai . � 3�-07 S i v Advanced Ern�;ronmental Laharalrucs. �i�c -- 102fl0 LlSA T: o�a�+ t4'ay Mwamar. FL 9302S ` �d�� Payrr�ents: �.0. 8aa Sb158� Jacksomii�e. FL 32255-159D '�. � � � E��vironr�e��a) l�6oratori�� , PitOne:{f35�j8L9-2288 • Fax: (95��89-?29i AWA�YTIGAL RESU�TS QUALIFIERS Workorder: M1641Q279 Rood Outdcxx PARAMETER QUAUFIERS t) The compound was analyzed for but �t detected I The repaRed value Is beriveen the labwatory method detec�ion Iimit and the iaboratory practical qu�titation limit. LAB qUALIFIERS M DOH Certiflcallon #E8'1535{AE�-ti1){FL NELAC Cer��icatlon) � RepoA ID: 40�'t43 - 649118i Page 13 o11A CERTIFICATE OF ANALYSIS This reooR shsq not be reproduceQ, exr.�pt in fui�, atith0ut t�e writtan �nsent ot Advanced Envi�onmental LabC'atorie5. Inc. � •J�Ir I�i'S'A �' ?0'J�.1+ y i r 1�V81)CAfi EfWilC11111E�Iliill (,8�7(N$iq'�B$, �fIC �02fH} UgA Tott�y yVey kiir3tn2�. FL 331125 !', '�""`� �' � Nd�ana�d Payments: H.0 Box 5515E0 ,1a�csonvi�e. GL 32[fiS'�580 , i � ' i.�Y��,�� I 1��. (��i. l �98•228tt � Phar�: 954 Fax�(a54�sas-r�a� QUALiTY CONTR4l DATA Workorder: tv11&00278 IZood C)utdopr QG Batch; EXTm11059 Anaiysis Methad� SW-846 82�OC (SIM1�) QC Batch ��lelhod: S�N-6dE 351t?C Pre{�red. 01i25/2U1� 1t:Q0 Associatt!d l�b Sampies. M1fiD02T9QDi, M18f�I2790�2. M16002?90fl3. M1600279p04. M160Q279f1p5 M1SOU2790Q6, M16Q0278007, METHOD B�ANK: 79552i2 Biank Reporting Param�ter tSrnis Result Limit Uualif,ers SEMiYOLAT iLES Napt►tha�ene uglL 0.050 p.050 U 2-Meihylnephihalene uylL t7.Qdd 0.044 U 1-ivlethyinaphihalene ugiL 0.041 6.441 U Ar,enaphthylene uglL 0.03fl 0.430 U Acenaphthene ugl� 0.098 O.p48 U Fiuorer� ug1L 0.038 p.038 U Phe�anthrene ug+L 0.051 4.D51 U AnthraaKne u�/L O.aZ2 4.0?2 ti Fiuornthene u�?l OA36 0036 U Pyrcne t�g'l. O.fl38 a.038 U Benin(ajanthra�ne ugfL 0_02G 0.026 U Chrysene uglL 0.02� 0.42� U Benzoj#a7fk�oranthene ugdL 0.03i? O.Q30 U Benzo�k�luoranUiene ugil 0.033 0 033 ll 8enzo(a]pyrene ugll flA32 Q.032 U � Indeno(t,2,3-cd�pyrene ugfL 0.034 p.034 U Diber►to[a,hjanthracene ug/L 0.029 a.a2$ U Denzo(g,fi,i�eryiene ugli 0.033 0 033 U N'stroberuene-d5 (S1 °Ic $2 32-147 2-Fluor�iphenyl �S) °/a 71 34-16{7 p-7er�erryl-d14 (Sl •1a 75 54-139 QG 8etch: EKTml1060 Analysis MethCd �l-PFtO OC Batch Wtethod: FL-PRO Prepared: fl1125t2q1S 11:W Assoaated Lah Samples: M76pp279002, M160Q279flQ4 METHOD BLANK: 1955239 Blank Repo�ting Aarametar Unfts ResWt Limit Qualifiers SEMIVOLATILES TPH ug+t 1$0 iSJ U trTerphenyi ($) °!e 1fl6 B2•1d2 Nanatricontane-C3g (S) °l9 80 42-193 Report ID: 407�43 - 6491181 Page 14 of 1g CERTIFICATE OF ANALYSIS This report shan ru�f be reproduced. exG6p: � full, withoid U�e wrid;en conSErh ofAdvam:ecl E�wircraTre�a) �abpt2tOti�, I�c }{ t,Mw . w r � � .�toaa � i � �� Y AdvereceC EnviroMtet�al Lat�oratvries. �nc ,: �-- 1f1200 USAT�xlay Way Mframar. FL 330?5 �z� � �' ` ��VBIICE� Pay�nts: P.p.8ox5515[3Q ,��,,,�.��azze�-��so --� - .� E��ir��r��t�l labo�atories, Inc. �°� , ��-2�' � ._. _ � + Fax: l954 j989-32E'I QUAUTY CONTRO� DA'CA 4ti�orkorder: M180027 Rood Uutdoor QC 6atcfi: MSVmi7071 Analysis Method: SW-8A8 828t►F3 G1G 8atch Met�rod: SVJ•�4S 30308 Prepared 01/2�/�016 OD2A Assaciatea Lsb 5amples: M16UO2T9W1, M160fl2�9402, N11600279603. Hli8D0279004. M116Q0279005. M1600?79006. Mt600279007, METM00 BLANK� 18r.r90AQ Blank Repurting Perameter Units Resutt timit flualifisrs VQt.AT41ES Methy4 teri-bulyl Elher uglL 024 0.24 U (MTBEI f�entena ug�l 0.3fi 0.36 U Toluene ug!L 0 49 0.49 U �ihylbenzene ug/L 0.38 0.38 U 7Cylene {Taal� uglL 1.1 i 1 11 1,2-bichloroethane-d4 (Sj °+6 197 Tl-125 Totuene•d${S} °k 144 $0-121 BromoAuorobenzene {S) � 112 84-129 QC Ba1�h: k1SVm�1021 Analysis �.4ethod: SW-849 82698 QC Batch FAethod: SW-846 503t)B Prepa�d_ 01119/2416 01:29 Associated La3� Samples: M1600279001, M�604279D02. Mi600279W3, M16002�9�Od, M7600Z79005, M16�0279006. M18W?79007, � METNpD BI._ANK: 19590d0 Blank Reporfing Paramater Units Result Limk Quatifiers VOLATIIES 84elhyi tert-butyl Ether �ig2 Q24 a.24 U (MTBE} 8enzerae uglL 4.3fi U.36 U Toiuene ugiL 0 49 0.49 U Ethylbenzene ug1L 0.38 0.38 U Xylene(Tntal) ug/L i.1 1.1 U 1,2-Dkhloroethane-ci4 (SJ �'e tOT 77-125 Toluene•d8 (S) 9'0 1Q4 80-121 Bromofluurvbenzene IS} ao 172 80-129 QC Bat+�h: r.ASVmJ1021 Rnatysis A4ethod� SW-2346 8Zfi0Ei OC 8atch Methad: SW-846 50308 Prepared 01,"19�2016 08:58 Atisociated Lab Sampaes: M�60027�01, M1E{X�2�9�J02, PA1600T79003, M1600279p04. M16002790�5. M460C3279006, M16�'2790�7, Report ID 40774J - 64$1' 81 Page 15 of 19 CERTIFICATE �F ANALYSIS This mport shadi n0t be reFroa�iced, exceoA in fi.., witho�t fhe writlen consent u(Ativanced Emironmental iaboratcries, inc. ~Q* . �� '!..�. � A • 4 a!• _ � { , C�.1y� ;�:U,.i.a w �� Advanr,ed Emrironfn8nt81 L�}o�e:o�s, IrK �' p 10200 USRT4cdy Way Miram;+r. Ft 33025 '�, �� rt " �� Il��,�i� Payrnents_ P.O. BOx 55158G ��cssr,nwile. �L 32256-15E0 I � � � f�uiro�r��ta� �a6�ret�rics �I�C. Pfiore:(954,1989-i288 � Fac: (A54j689-2�$1 GkUAUTY ��NTRf3L UAT�t Workordor. M18Q427? Rood Outda�r NIETHOD BLANK: 19594d0 $iank Reporting Parameter Units Restilt Lim+t Quabfiers Vp�ATILES Mathyf tert-bulyf Et'ier ug/L 0.2A 024 U (MTBE) Benzene ug1L �-38 0.3611 Te;uenQ ugi� 0.48 �t.d9ll Ethytbenzene ug�L P.38 0.38 U Xylene {Tdal� ugl� t.i t.i U 1,2-Dicnlc�roethane-d4 �S) 96 1A7 7l-125 T41uBtf�-d8 (S) 'Jn iO4 80•121 Bromofluorabenze� (5) °fn 112 SQ-129 QC Batch. h�SVmliQ?1 Anafysis Method: S�N-Sd6 82fi4B QC Batch Method: SW-SAS 5Q36H Prepared: 01129�2018 09:32 Assac�aFed Leb Samples: M1640279001.1u116p0279002, h+]9fi00279Q03, WI18002T90Dd, M16a4279�05. Mi600279006, M1800279007 tv1ETNOd BLfU�JK� 1959040 81ank Reporting Pareme� Ut�'sts Rer�sh Limi! t�uai4f�ers <<�LAT{LES * Melhy! tert-butyi Ether u�r� 0.24 0.2d U ��n,e�y Benxene ugtL 0.35 0_36 U Toluene ug/L Q.49 0.49 U Ethyl�enzene ug1L Q.38 4,3811 Xylene fTotal) ugtl. 1.1 1.1 U 12-pichlQraethanc-d4 (S) °� i47 77-125 ToiUenC-d8 {$) % 704 80-121 BromoQuo�obe�zene {S; °l0 112 8�-129 Repori lt�: 4�7743 - 649?18f �"age 76 of 1& CERTIFtCATE UF ANA�YSIS — �tis repoA shall not De repralucRd, wccepl �� full, wiUxut tl�e wrAten car�seni a`Aavanced [nvkonmenta� LaCt�ralw�es, Inc, q, �.,, µ Y • "¢, ..�. ' �fi0a t.c . � . +4aranc� EitvirornieMel 19b9f510d2S, !nc ,. �� '0200 USATo�yL�iay Miramar, FL3302�., ., � � �_' , � Payn�Ls' P.0.8pz351580 hCkSOt1ai18.FL322E�riS6U � : ° E�Yiroameatal lahoratories �D Phone i9541869�228A � -. F2ix: {95�4�89-2281 QUALITY CONTROL DATA C1UA�.IFIEFtS Woricoider: h716D0279 Road Ouldoor QUALITY CiQNTR�L PARIIMETER QUALIFIERS ll The c�mpound wes analyzed for but noY detecGed. I The repated value is between the laboralory meRhc�d detecU�pn lirn�t and the laboralory pracNcal quantitation Nm�. J4 Estimated Resuft � Report ID 4Q7/43 - 9d91181 Page 17 of 19 CERTIFICATE QF ANALY515 This eport shali not b. reproduexad, e►cx:pt ir: fult, wr.hout toe wrinPn ccrosenl otAdvaneed Ernironme�Nai Lanoralnr�sa ir�c 3 � .�''f��<��: ��J4.1� . � � Ativanxd Envircnmentat Labo�atones, frc " �020pU5AS�ayway ►d�ramar, PL 33025 '�' , fldYa�eed Payments. W.G eox 551580 Ja+:ksonWile. FL 3225E-95&G � _ � �: ` [ } } `'._ �. �� ... LIIYIrIIIII�IEI�t� ��O��tO�I�S. IIIC. Phone_ {954}888-2788 � Fsit: ($54�ie9-2261 QUAU'f'Y C4N7RK7L. DATA CROSS REFERENCE TABt�E Wo r k order: Nt169 Road Outdoo* Anaysis Lab �D Sarnp�e ID Prep Method Preg Bxkch AneVysis Method tlatch M1800279D01 MW-1 SLM-&18 3510C EXim?i{�59 SW-$4S B270C (SIM; MSSmlt0E6 PA1600279{302 MW 4 SYU-84H 3510C EXTmJ1059 ;SW-846 $270C (SIA�4j M55ml1026 M1H�02T9043 MW-5 SW-846 351QC EXTmf1059 5W-8d6 827pC {SIM) M5Sm11026 M1fi0p279�4 MW-7 SW-&tf3 3510C ExTml1459 SV1f-846 8270G (SiM) 1v1SSmi1026 M1&0027at?05 MM1-9 5W-8dG B510C EXTm+1059 SW-8488270C (SiM) M5Sm/1Q2& M16Q0�79�ab MtYJ-10 SW-846 351DC EXT�n,'1059 5W-84fi 8270C (SiR�} MSS+m/1026 PA16t34279Qt)7 MW-11 SNt 35t�C EX7mt1059 SW-$46 82?OC (SIM) MSSmItqZE MI160B279006 h9W72 SW-846 3510C EX'f'mt9059 SW-848 $270G �S�M) IAAS5mi1626 M16t10279{}Q9 h1W-13 3W-846 35i0C EXTmt1459 5W-8d6 827� (Sif�i) MSSmii926 tV�1&0!1279002 MW4 F�-PRO E7C1'mi1480 Ft-PRD GCSml103�t M16002�9004 R9WI FL-PRO E}C7m�1460 FL-PR{? C+CSm11034 M164�2/9Qa1 MVV-1 SW-846 50308 MSVmltU21 SW-846 826QS iN5Vm/1028 Mi6fl�2T9002 WtWd SW848 50306 MSVmf1021 SVJ•Bd5 826U43 t�tSVmli028 M1600779003 ��AW-5 SW846 5G3�R N1SVml1021 SVV-846 8264R t�i5Vmf1028 � M9$00279Q0� MW-7 SW-$4650308 1�1SVmltp2l SW$4�82$OB MSVml1Q28 M9$00279Q05 MW-9 SVt�•BA8 54308 M5Vmt4021 SW-8�t6 828i3B MSVm11028 M7800279pQ8 AAV'J-tQ SW846 50308 &ASVm11021 SW-846 $2608 MSVm11Q28 M1600?79007 MW-11 SW-8d6 5D30B Y1SVrrtt1021 SW-846 82608 MSVmi1f�28 hA160p279008 h1WS2 SW-8�a6503� t�7SVmr9Q21 SW-8466260B MSVmi�428 M98t102791?p9 MW-13 SLV-846 5U308 MSVm?i021 SW-846 826t�6 P,A5Vm11028 Raport 1i3: 407T49 - fi487181 Page 98 ot i9 CERTI�ICATE �F ANALY$IS TI^:s report sfia11 nW be reproducetl. BxceFT ir.lull, wltheut Ihe wrlqe� wnsent eN Advsnced Ernimnmenta� laLc :�:c�ries. Inc. � %' ^ � +� S `,4'r �l IA��: 20�?4.7.4 : � � ' � f�ranced � am � � a�8 S. NaUi�ca &v0.. si�e 10ti5 �:,s 1 �� (� `#5� SYi si� Piw. - GnU+esvite, Fl3i8RtS • 952: � ` � .. ❑ � dL9iStx:n�ntgj�ry.•,ycawnvlYe,iL9Y718 � , Eari�onme�t� Laburat�ra�s. f�c. o r� t�� ,�„��. ��.��. �. 3�s .�� . ❑ ^ izeo G�t�cu�r on�e 1a�u�n��. �G �u,, ❑ : �mr�.�sr�rea.a-r .�.s�o�o•s�s.�a.��_ . M.,,��,,,,�� N� EC�TECH ENV. SVCS.. tNC, a�c�: ROOD OUTDDOR �' �� oore�; 3260 iV4M s,^3 AVE. STE 14UflE P.o. rourae�r�roHc;ta�m�c Obt813� �"� r,�„t w � PQMPAt+ifl BFACH, FL 33069 � � �mone 954-9?3-fi792 FD€F�l�ausryN¢ 8633105 � ^�, � �fix: 9'54�-973-779� �r.�ca�ea,ana�s: � L3 � 1. D{3NA�DSON � i m — � I, esas couurr ur,e Ro., TEQUESTA, FL en �Nwer• P.BRACFfIM � � � G I msara�na�v:i�sTawe+ww ❑wu9H Epoe1NM9ErG5GfiS��TCRATESAMOMqP� ' � Pac�e i OF 9 ❑ n�rr Cl �Qais � m � � m GrAb SAMPL'NG tvfa. Q $A,'LiPEE {D �aA.k4PLE DE5CRIPTtC)N �,� �� T � �tR€x �� —' MW-1 t �eaa �� C:v�� 4 7� �C �AW-4 � � 2'�+�' �� +GW 4 X X � MW-5 � � :- ��k '�`�f GW 4 �l` )+ MW-? � �1 ., l�, �� GW 4 )C X }C wtw-9� � t� u s a i t t t Gw a X X MYV-� 0 c�e � ; � �� ' �;� (;, G+flf 4 }� X PrAAW-19 c�aa � .� L �,�`;� GW ¢ X � M�t-12 r� I -«. Y ( 41 � GW 4 � .-- - MW-13 orc+.a � i rL �,�U'I GW 4 1( )( i �, �. � � �1: <p O N � Natrie CoOa: YNN ° rw ea� SW � surk'cc +nater 6 W= S�sxmo,a�aoer DW • dmk�r5� �xv+nz G= ui p= ar 50 > u:t SL m�w$a P+a�wvNion Codo: i. ss k 8� it�ZSGa1 M= tFiA��) 7- t,;can�n 7Fa�'aw! 2 � Rercew690nkR Y@F D�W enWtfr:�eaitrmaan�pio Q7�mDkqTblBrk QWhe�r[Wu¢G PtiGteCfc?x Tv�TepbvStNrerha�ceaew9t! dO-]roesalcus; . hea r DCN:pp.�r� F�sn��rews6l Wl18+ZGte, GdtiMRusMOk�'QU�a�MK9T�P�'(��qwtidWY�{CitGplRlimlpQufkusett} J_4R G=t7i t7-F i.tuR. A•�.4 S�V - as AO• r 7; ,�„��;,�, � �„ T �. ��.� �,� T� FOR DRINKiF1G WATER USE: � � w �; �. �,,k �( _ i�1r�1o'1PJf5'sNSemaY4'1iM�laJ�14++tfey,..hFtqSJ f't(SICI'_-. _ - ..,_ .� ' � � . �4IKiLi{ . ....�_-_,_.��. Pi�'q .._.e,.._. .. ._�._ � . 6} ��fi%'� .. " - . .. .. .. __.,�_� i1jYV��64$`_ . - � " _ . � }+ � ' S i. ! ti . '� r � � � ,� �" � �Page 6 of 23) PA�RTNER Enginaeeing end Sclence, lec. Juty 12, 20i l Mr. Andrew Bailey TD Bank, N,A. 2200 Saud� Bridge Parkway, Suite 650 6irmingham, AL 352fl9 Re: �'oliow up File ]teview to Phase I report Bourassa / Indeco 4534 & 4546 County Line Road Tcquesta, Florida 33469 Client Reference No. ECA 20l 14242 Partner Project No. f 1-76340.2 Dear Mr. Bailey: On Apri! 7, 20i I, Partner Engineering and Science, Inc. ��'artner) compteted a Phase f Environmental Sile AsSessment reQort for the abovo-referencec! pro�eny, Partner identified a recognized environmental conditian and historica3 rccognized environmenta! eondition. � The findings from Partner's Phase I ESA repart were as fotlows: Recoenized Environmental Conditions (RECs)• • Thc subjeci propetty was hisiorically occupied by a plani nursery and landscapin� company from at least 1�6q through 20(14. Thc subject properry was Carmerly cquipped with one 3,04�-gallon leaded gasoline 1J5T and one 2,000-gallon unleadcd gasaline UST that were removed on December 31, t988, and one S,OQO-gallon �nlcaded gasolinc 1JST and onc 4,000-gallon diesel UST lhat were removed on November I, 2008. A 1,U00-gallon diesel AST was atso listed in the reguiatory database for xhe subjc�ct properry and was reported tp have bcen removed on an unspecifred date. Soil and �roundwater at the subject property has bcen impacted by petroleum prociucts as the resiilt of a former vehicle maintenance and fueling facility in the northwest partior. of the sit;;. Thc subject propeRy is ounentty etiro](ed in the state-funded petroleum cicanup program. 12emediat cfforts compleied to date have included removal of the US;s, use of air sparging and vapor exaaction w�its (ASNE), an�3 soit excavat�on and removal. In addition, coniaminat�d groundwater was identified as migrating offsite tn the southwest in 1999, and in 2000 irrigation wetis at four nearby residences were disconnected and a new water supply frorn the Village of Tec�uesta was instalfed to these residences. 1490 East Grand Ave, Suite 100 EI Segundo, CA 90245 0 Phone 314-425-45Q0 0 Fax 310-615-9544 • Attachment 3 ..,. .� (Page 5 0£ 23) � Fik lteview Partner Projcct No. t 1-7b34Q.2 July 12, 2011 Pagc 2 + Partner reviewed the most recent data available for the sitc on ihc Fiorida Department of Environmental Protection (F�EP} website, a Limrted Scvpe Remeclial �ction Ptan — I orn�er Fuel Storuge Arecr prepared by A�adis for the FDEP, dated October 2 I, 20I0. Accvrding to the document, a groundwater monitoring event conducted in May of 2409 indicated that one we11 at the subject property still c�ntained petroleum constituents above the generic cleanup target levels (GCTI,$). In order ta reduce petroleum concentrations in the groundwater to eoncentrations below GCTLs, Arcadis rccnmmended excavation of the rerstaining excessively contaminated soils, application of a bioremediation product, and subsequ�nt monitoring of ihe groundwater impacts at thc subject property. No additional information was awailable on the FDEP website. Historicai Reco¢nized Enviraamental Conditions (}�RECs): • According ta a previous Phase I report completed by Arcadis in 24(� for subject property parcei number 60-42-40-25-00-004-iU80, Rood Landscaping Company stored pesticides onsite in facked bins prior to 20Q3. aampling of thc sQil an� groundwater in the vicinity ot the siorage lockcrs did noi identify cps�centraiion of pesticides above regulatory cleanup concentrations. However, arsenic �vas deiected in surface soils above the residential cleanup target I€vels. The affccted surface soils were excavated and rernoved in 2003, and arss:nic was not d+eteatcd in canfirmation samples collected from the cxcavation sidewalls ancl bottom. Based on the removal of the arsenic impacted soils, the former storage of pesticides onsitc is considered an HRE+C. � At the re�qucst af the client, Partner was requested to perform � Fite Review vf F13EP files with a prime abjcctive to determinc the foilowing: identification of ihe responsible party; potential VEC concerns; cost and lime frame for closure of the sitc by tSie FDEP, Sumtnarv of FDEP Documents Filcs werc reviewed at the Pafm 13each County Departme,�t of Envirr�nmcnial Resources Management (ERM) oi'tice. In addition, an interview was performed with Mr. I7avid Caib�4n, Senior Hydmgeologist with ERM and the case manager for the subjcct property with ERM. The responsible party for the r�lease is identified as, Indeco LLC (the property owner), whom retains the authority to decide wbich State appmved contractor witt conduct thc work on-site. ERM is empowered to nef;atiate costs for 1he work with the selecked contractor and oversees the technical aspec;ts of Aie project, to ensure that cicanup effons are handled appropriately to agency rcquirements. Funding for the cleanup is paid through the State of i'lorida Early Det�ction lncentive i'rogram. According to Mr. Gibsnn, there is no remaining impacts in the vad�se zone th�t requires rcmediation. 8ased an availabte data, ths contamination is baund in petroleum impacted sourcc material 6 to 12 feet bclow grade and submerged in thc water table. Based on thc soil screen'sng data, vapor encroachmeat c4nditions do not appear [o be A signifacant eoncern. PA,RTNER r (Page 6 �f 23) i fiile Revicw Partntt Project No. 11-76344.2 July i 2, ?011 Page 3 According to Mr. Gibson, the local agency holds rexords for the last 12 to 1 R mantl�s, with older documents sent to ihe State for scanning and storage on the FDEP Oculus website. The only documents in the file, beyond what wus discussed in the ESA, are an approva) letter for ihc Limited Scope Remedial Action Plan (discussed in the ESA) and a Request for Technica! Specifications for Source Removal. Copies of these documents are appended. Neither oC these documenis providc� xdditional informati�n related to the subject properry. � There was no additianal documenta#ion regarding thc cost to cleanup or the cleanup timeframe. Per Mr. �`iibson, the caunty has reccivcd bids bascd on the request for bids document; however, upon receiving the bids, the responsible pkuty choose a different contractor to pecform the remediul work. Mr. Gibson did not recaU the bid amounts for the work, and said the documents havc been sent to Tnitahassee for scarming and insertioa in Ocu(us. The responsible pariy shouid have this inforr:iation, which is not currently available on thc Oculus website. The bids are probably the best estimate of the cost ta cleanup, with an additional SInK ta �S2dK for the required monitoring. This would be €undecl ihrougt► the State funded c�eanup program. ER'vl expects that once the source removal is completed, the residua! coniamination wi!! yuickly dissipatc. The besi case timeframe for cleanup would be approximately 15 to I S months from now. This allows 3 to 6 months for implementation of the source removal, and 12 months for the required four quarters of monitoring to close thc site. However, if thc contamination does not quickly dissipaie, the timeframe would extend beyond this estimation. � Plrzse contact mc at 310-6 i 5-4500 with any questions or comments. Thank you for the opportunity to l� oF servicc. Prepared By: �' ��^�-�.. C ....,.___ _ I?avid Faerman Environmental Professional Reviewed By: Gl�y�{�� Michael En�, M.� Pmject Manager PARTNER � � � � Shaw Environmental, Inc. • 1. Introduction 7.1 Purpose The foi3owing Source Removal Report was prepared by Shaw Environmental, Inc., (Shaw) for the former Rood Outdt�or Envircanments facility (ROE Site) located at 45�6 County Line Road, Jupiter, Palm Beach Caunty, Florida. This report discusses the remova] of petroleum source mass and organic hardpan layer conducted April 2 throug� l0, 2012 in accordance with the Florida Depart�nent of Environmental Protection (FDEP) Petroleum Preapproval Prograrn Wark Gtrder 2012-St�-W97246 tAppendix Aj. Fignre 1 depicts the ROE Site and the boundaries af pr+�vious excavations. 1,2 History A brief chronology of events for the site is provided below: December ] 9$8 Two underground storage tanks (USTs} used for ihe storage of diesel fuel were repnrtedly removed and replaced with two fiberglass USTs, • Spring 1999 — June 200fl ARCADIS, US {ARCADIS} sife assessmenfi activities reporte�i analytical results indicating concentrations of vQlatile organic aromatics {VOAs) and polycyclic aromatic hydrocarbons {PAHs) greater then Groundw�ater �Cleanup T�rget Leveis {GCTLs), as defined in Chapter 62-770 of the Florida Administrative Code (FAC), in shallow, intermediate, and deep zones of the surficial aquifer on the ROE Site and adjacent properties to the west, August 2000 Due io groundwater contamination, AI�CADIS connects four adjacent properties west of the RQE Site to the Village of Tequesta water supply system. 2002 -2007 ARCADIS installs and performs operation and maintenance of an air sparging and soil vapor extraction (ASISVE) system. February — March 2007 ARCADIS performs supplemental site assessment (SSA) activities and identifies petroleum canstituent concentrations greater than GCTLs on the ROE Site. [�ecember 20U8 ARCADIS ren�oves approximately 4,400 tons of petroleurn impacted soil/organic hardpan. � Former r�ood Gvtdoo� Envucrxr.e�tal Fac��ty � Sowce Remova' Report S�aw Prqecl 1995',�i Mar �'S. 70': Attachment 4 Shaw Environmentai, Irc. � Sept. 2009 & Aug. 20i0 AI�CADIS performs SSA and pasi-active remediation monitoring {PARM), Analytical results continue to indicate petroleum constituent concentrations greater than GCTLs on the ROE Site. ARCADIS recommends additional soil rennoval. October 2l, 2010 ARCADiS submits a Limited Scope Remedial Action Flan {LSRAP) for the removal of the organic hardpan layer located to the north ofthe 2008 excavation (Figure lj. September 30, 201 l Shaw designated as Preappro��at Program Cleanup Contractor. � Fa�mer Roa! OutCox-rwra�mente� Faal�g� � Sovrce Remova� Repon &h:a,. �rmet!'39505 � �tay73 ?071