HomeMy WebLinkAboutDocumentation_Planning and Zoning_Tab 2_11/17/2016 r +
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VILLAGE OF TEQUESTA
� DEPARTMENT OF COMMUNITY DEVELOPMENT
,,, Staff Report—Planning and Zoning Board Public Hearing—11-17-16
1. PETITION DESCRIPTIOIV
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 Site Plan Review 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
address of the property is 4534 & 4546 County Line Road, Tequesta, Florida 33469.
The property is located in the R-2 Multiple Family Dwelling District.
LOCATION: 4534 and 4546 County Line Road,Tequesta FL 33469
LOCATION MAP
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Department of Community Development-Staff Report--Key Estates SPR 01-16
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2. PETITION FACTS
a. Total Gross Site Area: 348,485 Sq. Ft. (8.00 Acres)
b. Total Buildings Footprint Area: 90,731 sq. ft.
c. Total Building Square Footage:
• Main building: 184,665 sq.ft. (all floors); 83,527 sq. ft. (ground floor footprint)
• Pool Building: 1,064 sq. ft.
• Maintenance Shed: 192 sq. ft.
• Garden Storage: 200 sq. ft.
• Car Ports: 5,748 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:
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Independent 81 132 101 109 162
Living (92.30%) (35%units have (100%units
two residents: have two
spouse or aidJ residents)
Assisted 10.5 25 22 25 25
Living (92.80%)
Extended 4.5 18 19 18 18
Ca re (94.10%)
TOTAL 96 175 141 152 205
*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.
lndependent Living=l unit= 1 dwelling;Assisted Living=2.39 persons= 1 dwelling unit; Memory Care=4.5 beds= 1
dwelling unit
Independent Living Estimates
- 50 units with 2 bedrooms (2 beds)
- 31 units with 1 bedroom (1 bed)
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
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Department of Community Development-Staff Report--Key Estates SPR 01-16
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3. Land Use and Zoning
EXISTING LAND USE FUTURE LAND USE ZONING
R-2
Medium Density (Multiple Family
SUBJECT PROPERTY Vacant Land Residential
Dwelling District)
(5.4—12.0 D.U.'s per acre)
Single Family
NORTH Low Density Low Density Residential District
County Line Road (Martin County) (Martin County) (Martin County—R-2B)
SOUTH Low Density Residential Low Density Residential Single Family Dwelling
Riverside Oal<s District
(Max. 5.4 D.U.'s per acre) (Max.5.4 D.U.'s per acre)
EAST Low Density Residential Low Density Residential Single Family Dwelling
Hannah's Home (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
BeachCounty—Single Unincor oratedPBC Unincor oratedPBC
Family Residential (Unincorporated PBC) � p ) ( p �
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 Living use.
The subject approval has been extended fourth time. Initially, via the Village Counsel's Order
Granting Extension Of Time For Special Exception (5E-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.
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Department of Community Development-Staff Report--Key Estates SPR 01-16
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
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 right of any applicant. The applicant must comply with criteria stated in Sections 78-363
and 78-364 of the Code.
The Special Exception Use application (SEU-02-16) was heard by the Village Council on August 11,
2016 public hearing. The subject application was approved with conditions, please see attached
Development Order.
The following graphic presents the development approval process regarding the Key Estates Tequesta
Senior Housing LP proposed facility:
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In addition to the current Site Plan Review process, the applicant has also submitted a request for
designation of the subject property as a Green Reuse Area pursuant to Section 376.80 (2)(c), Florida
Statutes, of Florida's Brownfield Redevelopment Act. The purpose of this request is to qualify the
Subject Property for incentives available through Florida's Brownfields Redevelopment Program (the
"BRP") that will limit exposure to environmental regulatory risl< and manage costs associated with
contamination investigation and remediation. The Subject Property was formerly owned and
operated by the Rood Landscape Company and, during its period of ownership, the Subject Property
became contaminated with petroleum and pesticides typically used in the industry.
As part of designation process, the subject application was presented to the Village Council on
October 31, 2016 (announcement meetingJ. Then, Resolution 35-16 will have two readings by Village
Council on November 10, 2016 and December 8, 2016.
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Department of Community Development-Staff Report--Key Estates SPR 01-16
5. STAFF REVIEW
SPECIAL EXCEPTION USE
The subject application was approved as a Special Exception Use (SEU-02-16) by the Village Council
on August 11, 2016. See attached SEU02-16 Staff Report. The subject application is required to
comply with the conditions of approvals included on the attached Special Exception Use
Development Order as follows:
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
Please see attached documentation provided by the Applicant. Also, please see attached final
review letter prepared by Mr. Jan Berninl<, the Village Environmental Consultant, from Nutting
Environmental of Florida.
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
Please see attached documentation provided by the Applicant. Also, please see attached final
review letter prepared by Mr. Jan Bernink, the Village Environmental Consultant, from Nutting
Environmental of Florida.
3. The Applicant shaN implement controls into the approved site plan and provide documentation
evidencing regular, consistent controls, and evidencing ongoing cleanup activities that are
reducing or emanating the exposure risks to human health and to the environment; said
documentation and cleanup activity shall be based on the current environmental best practices.
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.
Please see attached documentation provided by the Applicant. Also, please see attached final
review letter prepared by Mr. Jan Bernink, the Village Environmental Consultant, from Nutting
Environmental of Florida.
In addition to the current Site Plan Review process, the applicant has also submitted a request for
designation of the subject property as a Green Reuse Area pursuant to Section 376.80 (2)(c),
Florida Statutes, of Florida's Brownfield Redevelopment Act. The purpose of this request is to
qualify the Subject Property for incentives available through Florida's Brownfields
Redevelopment Program (the "BRP") that will limit exposure to environmental regulatory risk
and manage costs associated with contamination investigation and remediation.
DEVELOPMENT REVIEW COMMITTEE (DRC)COMMENTS
The subject application was reviewed by the DRC members including Community Development, Law
Enforcement, Fire Safety, the Water department, Engineering, Landscaping and Nutting
Environmental of Florida. Please see following final DRC comments:
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Department of Community Development-Staff Report--Key Estates SPR 01-16
A- ZONING REVIEW
Planned Residential REQUIRED BY CODE PROPOSED COMMENTS
Development in
R-2 District
Density(ACLF) Maximum 12 D.U.per acre SAcres-96 Units Proposed application is
Independent Livin�: Independent Livin�:81 units different from approved
1 unit= 1 residence Assisted Care: SEU-2-16.Request reduces
Assisted Care: 10.5 units/25 beds Extended Care beds by 2
1 unit=2.39 beds Extended Care: and increased Assisted
Extended Care: 4.5 units/18 beds
1 unit=4 beds Living beds by 1 bed.
Proposed No of Units meet
Density requirement.
Minimum Lot Size 3 acres—PRD Lot Size:8 acres/348,485 In compliance with Code
(PRD) sq.ft.
Minimum Lot 80 ft 700.03 ft In compliance with Code
Width
Setbacks(R-2)
Front Yard 25 ft 26.3 ft In compliance with Code
Rear Yard 20 ft for main building Main buildin�: In compliance with Code
Setbacl<Dimension:87.8'
10 ft for accessory building
or structure
Side Yard - East 7%ft for main and Main Building:80.76 ft In compliance with Code
accessory building
Side Yard-West 7%ft for main and Main Building:87.69 ft In compliance with Code
accessory building
Lot Coverage(PRD) Sec. 78-226: 26.84% In compliance with Code
Max 30% 93,416 sq ft
104,546 sq ft
Building Height Sec 78-225(2): Main Building: In compliance with Code
(PRD) 4 stories/50 ft main 3 stories/43'-10"
building or structure Accessory: 14' 10 3/4"
-tiki bar/restrooms/pool
1 story/15 ft for any equipment-
accessory building or Carport 9'-7";Garden Shed
structure 11'6"
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Department of Community Development-Staff Report--Key Estates SPR 01-16
Parking Sec. 78-705(1)-ACLF: 142 Spaces total:
Independent Living:1.5 Independent Living: 122
spaces per D.U. -Assisted spaces(1.5/D.U.) In compliance with Code
care: 1 space per D.U. Assisted Care: 11 spaces
Extended care:2 spaces per Extended care:9 spaces
four patient beds -Total:
142 Spaces Required Handicap spaces:10
Handicap Spaces Per 2014 (included in total)
Florida Accessibility Code
Table 208.2 Parking Spaces
Landscape Open Min 35% 36.26% In compliance with Code
Space(PRD) 121,970 sq ft 119,322 sq ft
Swimming Pool Setbacks: Rear:132.5 ft In compliance with Code
Rear:7 ft;Side:4%z ft Side:221.3 ft
Reflecting Pond:25.1 ft
Walls/Fences Sec. 78-284: Not to extend Perimeter Proposed solid In compliance with Code
forward of front of building wood fence
& not to exceed 6ft in on western side 6 ft height
height
Entry Columns& Maximum 6 ft height; Min. Entry Columns:6 ft
Gate 10 ft setback from edge of
road or lot side of sidewall<
(not located in ROW);
Sidewaiks PerSec. 78-331(h)(7): Proposed sidewalk on In compliance with Code
Pedestrian walkways must County Line Rd 5 ft wide.
be a minimum of 5 ft wide,
parallel to roadways and a Interiorsidewall<varies
min of 4'from edge of from 4 ft to 6 ft wide
roadway.
Access driveway Sec. 78-703(b)(1): Two way:26 ft In compliance with Code
*Dimension atstreet Main entranCe:35 ft
Minimum one way: 15 ft
Minimum two way: 25 ft Turn Radius 25' at entry
Maximum:35 ft
Screening/location Sec. 78-299:Not to be Reflectin�Pond equipment: In compliance with code
ofemergency located in any front yard; setback 13.3'and screened
generators,air not closer than 5 ft from with 3' hedge
conditioners,pool rear or side property line.
equipment,and Screened from public view,
similar mechanical public streets and abutting
equipment properties_Screening
opaque or composed of
vegetation and not to
exceed 5 ft in height
Dumpster All dumpsters shall be Wall Fence Dumpster:
enclosure screened from public view, Height:6 ft In compliance with Code
from public streets,and
from abutting properties
Fences on accessory
structures Sec.78-284
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Department of Community Development-Staff Report--Key Estates SPR 01-16
Signage
The application includes one (1) entry monument sign in compliance with Village's code. See rendering
providing the following information: material, color, and lettering.
Development Phases
Infrastructure and building will be developed in one phase.
Comprehensive Plan
Per Division 2, Sec. 78-333 (18), subject application is consistent with the goals, objectives and other
provisions of the Comprehensive Plan. See Applicant's Statement of Use
Level of Service
Per Division2, Sec. 78-331, applicant provided a statement to indicate "how the proposed development
meets or exceeds Level of Service standards".See Applicant's Statement of Use.
Agency Approvals
Per Division 2, Sec. 78-331 (g), the Applicant provided agencies and approval statements. See attached
approval letters and Applicant's Statement of Use.
B. BUILDING DEPARTMENT REVIEW
The Village of Tequesta's Building Official Mr. Timothy English, as member of the Development
Review Committee, provided comments that have been addressed by the Applicant. Further
review will be conducted at the time the Applicant submits construction drawings for permitting
to the Building Department. Please see attached e-mail comment from Mr. English.
C. LANDSCAPE REVIEW-
The Village of Tequesta's consulting landscape architect reviewed the subject application. See
attached review letter and final approval e-mail from Mr. Steve Parker, ASLA, Parl<er & Yanette Design
Group.
D. LAW ENFORCEMENT REVIEW-
Please see attached approval e-mail ChiefJim McGrew.
E. FIRE SAFETY REVIEW
Please see attached e-mail and below final review comments prepared by James M. Weinand, CFI,
Tequesta Fire Rescue:
"Fire Rescue has reviewed the proposed changes to the Key Estates project located on County Line
Rd and offer the following.
1. All previous concerns have been addressed by the applicant.
2.The generator being located on the roof does raise some life safety concerns but I feel this matter
can be addressed at the permit phase of the project."
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Department of Community Development-Staff Report--Key Estates SPR 01-16
F. TRAFFIC ENGINEERING REVIEW
Please see attached review letter from. Natalia T. Lercari, P.E., LEED from McMahon Associates, Inc.
G. SEWER, DRAINAGE AND WATER REVIEW
Please see attached review letter from Spencer M. Schroeder, P.E.from Mock Roos &Associates.
H. ENVIRONMENTAL REVIEW
Please see attached letter from Jan Beerninl<, Nutting Environmental of Florida Inc.
6. FINAL REMARKS
This development application met the requirements set on Section 78-334 notice of hearing. The notice of
hearing was advertised on November 6, 2016.
The subject application was reviewed by Community Development, Law Enforcement, Fire Safety,
Water department, Engineering 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 requirecl. The applicant already submitted the replat
documents that are being reviewed. Final approval will be by Village Council.
2. Approval to 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
alrecidy s��bmitted the proposed amended document. Final approval will be by Villcrge Council.
The Applicant acknowledges the presence of arsenic and petroleum contamination on the site. As
conditions of approval, Staff is recommendinq the following:
1. The Applicant shall implement potable water as a source for irrigation.
2. The Applicant shall implement conditions included on SEU-02-16 development order (see
attached).
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Department of Community Development-Staff Report--Key Estates SPR 01-16
EXISTING SITE CONDITIONS
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ADJACENT PROPERTIES
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Department of Community Development-Staff Report--Key Estates SPR 01-16
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ADJACENT PROPERTIES
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Adjacent Single Family Home on County Line ' West View Towards Adjacent Single
Rd(Unincorporated Palm Beach County) Family Home
View Towards Subject Site From Western Residential �''t -
Unincorporated Area
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Unincorporated PBC Single Family Homes: West of
12
Subject Property
Department of Community Development-Staff Report--Key Estates SPR 01-16
�I.�la1,12 OF'1'1=1� t'LL:LA(sI1 COIT1ti'CI�[�
g'.ILLf��;i+, �T'['I�i�TJLS�'�.
I-�L�U li,'S�'1+�-I�,�:f:'LCIfi�Ei�C li;i''CIt�N
FIL��; ��ill��e ���e�uesta
C�ISE�TO.: ��U-02-16 Date;m.�;9������� _ _�,
�fey ;�.,a�,�
Tt1 t1t�: Ge�ibl�, Glas, �Io11fl1vay, �'1�ahon�y& Associates, A.pplac�n�; �ilne;....._.._.._..N..�-� ___..�,..
Iaey�stat�s`�'�questa S�,nio�°Housing, L,P, O�vn�r
PROI'l�f�'t'�'1�,QC��'['IO\T;
4�3�_454G C�l�nty Line�oaci;"Tec�uesta, FL, 33469
���.i�C:tlT,�1�1�SC���FIQiV;
25-QO-42, N 5�2,9� 1�"1' �F' �; 280 FT OF NW 1/4 K/A��V�,7' 1 (L��S I�1 190 �'T 0�' E
15� �'T' &N 1�10�T flF i�V 65 FT O� E 215 �'4); �a�a�25-4Q�42, OAI �'20 FT OF N1�V l/4 OF
t��' 3/4(LESS S 7"19.�3 FT)
��l���,�}���'1����.�'�.�.'l`vrU1�.��L��;
b��-52-40-2�-00-DO1-0030 ansj 60-�t2-�—'.0-25-00-040-1680
SI�EC��t.�a i�Y��[3`E'@1�1`r�Sl�.P{�Ul,�'I'1,:I)�
�'la��a�d Reside�ltial Develop�nent anc3��D��It��t�gt�egate L,sv��b�'��Gla�t
ORDLI�APPRO VI1'r'G AP�'L:[Cf�1'I(}i�`
Th�s c�use ���n�on to b�➢�ea�-c� u�on the above a�nlB��t►an afa�i t13e`�`e:��.�es�a�itla�e Co�ii3cil havina
consi�ea•ed thv e4✓�d�g��e prese�3t��1 by the apnli�ar�i and ot?��.Y inge�°este� ��rs�o�ls �� a hea����g �alled ancl
prop�rly ne�tic�d;�r�,�tne Tec�t��sT�Vill�ge Cc�i�ncil5 being o�h�,�°�;�is�d,tly a�v�s�m�,
`�I[���iJ����, T�IE TEQIJ�ST�VILLAGE CC)LJl`vT�IL FIN�S�S �C�i,L��,�aS:
1 a 'Ti�e s�i4�ject pi��u���t-�y i� �o�ate�i� i�� t�i�e R-2 �ui�ing District in t���Iiild�e of'I'ec�ii��t�i.
2. �'11c an�licant�as siibmitted al1 documents reqi�irzd by the Vill���'s Code of�r�linances for
special excep�t�o33��vi��v.
3. �'l�a �pplication �i�ci �ll silpporti3�g docu�nenta#ian an� �reserarat��fl� Anate��ials as a��vie=�t���i by
fhti �Iillage �fl�ai3c�� �t iks A�ig�st l l, 2016 me��ing, and as k�pst o,� fle by �n� �I�11ag�,, ar�
rn�cP�a part here�.i�nc] �r�lie3�eb� ii��olporateti by refererice.
4. �cco�°dira� �o ���tion 7�-17� of the Village Code of O��d�a���c�,s� pl��ln��l ;•��idea�tial
c�evelop3ne31ts�nd �d����#c�nbreg�t� 3iving faciliiie�a�•e pe��rii���.�a� spee.i�l �n��p�tio�ns i��t���
R-2 Zoning Distri�t��p�n approval by the Villag�Council.
5. The �pplica»t has applj�� f�r a special exc�ption to develop aild aper�te afl� ad��3t congr�gate
livii�a faciiit�as��1�3�nec7 r�s�c��ntial development at tll�above referenc�c� 1a�a��c�n.
6. Under the provisiflns of th� °�Iill�ge Code of Ordinances, th� Villab� Co��ncil ��� t3�e 3'igh�,
power and aut}�or�t�tfl a��up�on the cequest herein made.
Page 1
t"I' IS TI-�F�UP�i°v' CONSII3E�D, flI�D�R�D �',N� �.�JLJI�.�',-�U ��' '�HE �/iL,L.�1GE
�OUi�Cii, OF Tf-IE VILL�iGE OP T��U��'I'�, F�,OIZIDA,AS FOLLOWS:
'I'he applicaxion fo�� Special E���n�iol�, ��se t�io. SEU-02-16 tivitll refere�lce to th� �bove d�esc;ra���
property 4vitl�in tdi�V i(lag�of 1 e��iesta, Pal�� Beacl� Colinty, Flot°�d�,to perdnit Y[��fallowinb:
devei�prnyt;t at�d opec�atio�� of �n �cll�lt �ongx•egate livin; facility as a r�lassnw� res3dential
d�velaprr+��lY, i�l acco3•danc�witl-i t3��,�pecial exception ap�lication attached hereto as �'xhibit"A'°
is herei�y APPPvC)VE� sinc�fihe Village Col3n��1 hereby finds tt-sat tlie applic�nts l��ve �net the standards set
forth i�i Sectio��s 78-363 a¢�c! 78-364 oi rl�� T�qla��la 7oning Co��. foa° sp�caa.l exceptioi� appa°oval. Tl�e
follotiviz��coi�d�t�otis o�'ap�to�al, to tivlii�h 411e E�p�lic�nt has agi•eed,st��ll apply t�this �p�rc�val:
1. i l�e Ap�licant shall provic�� �13e ��llage �vith histo;ical doc�tmentation reaa,tisng th� ai•s�nic
a��ad pe����o➢�,�m�ontaminat�on�ssessments that have b��n done ob�tl��pas�;��d
2. �ize Applica;�t shall provid� tl�e Village with hisiorical doc��me��tata�n ;�g��d��z�th� arse�lic
a���pL��•o����rn �o��tamination soil remedial excaz✓a�as��1s and grol�n�ltiva.t�b•t�•���rnent activities
t��x����b��rd�1�p��i�in t3��p��t;al�d
3. i�e �n����car� shall impl�.me��t contl•ols ir�to t'�� app�•ovec� sit�. ���r. and�rovide
docc�����tati��� eviden�ing regula�°, consistent eoniro�s, anc� evi�en�in� �c��o�ng cleal�up
��;,i�vities �'_n�ti are i•edu�ing oi- eiiminaYing the �xnos�re risks to hudra��l �sQalth and to th�,
e�?vir�nme�t; s�id docum�ntation and cleanup ac�iviiy s��ll be o�s�,� c�n then curref�#
e�v�Y•a�ar��c�t�d b�st pra�t����s, ��id d��umenta�ion s€��11 be �i°��ide� S� ���� �Iillage oi� �1�
���ta�4�3 ��s�s, eu�ytil tllb �x�fls��r� 3•isl�s to h�im�p� 1�e�1�h a.d�c� �� �h� e�ad�s����a��� h�ve b�en
e@i�n;�a��,�.
�` Tl�e tertn ap�licant(s)as used her�in�hall in�l��d�all successors a�id assigns.
� The applic�.nt's speciu9 exception �p�i•ov�l sl���ll expire in twzlve (12) months unl�ss a builc�in�
permit h�s bee�� obtai���d, prelimi�3�ry� sit� plan or plat appt�oval has occurret�, o� o�l��r signific�nt
action to s��is.fy th�rec��`ii°em��zts o:P ih�s ap�roval have occi�rr�d i�� �a�coA°����ce v�ii�}� �P�, "78-367.
DONE AI'=tD+�P�ERED THIS �� I��� OF l�UGUS�, 2016.
i� ' . / �
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� �s�� ��=�,'�l,✓�� �/ �/ni����9
�f1'�OR AEiGAi BI�EI�1TeiAI�1,
.,,a,,,,,,,°",�_���;�,,,,�.;»,, �ILLAGE OF TEQUESTA
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Lo�M�wILLla�s,��rc =>' ����� ::v:
VILLAGE CLERK � ':9i�1��APO�iATED� �
�''�•:'>�/�s} •�9��2
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�� f� � iau�usi 25,20 i^o
�
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� P�ilsa Za�arias
��,�.� Ullage Planr�2r
�-�.��?.',��-�` Villag2o�ie�questa
�–r� 345 Tequesta Drive
i equesta, FL 33469
1)e�ari-ax�ent aP J'sngi�jaerin� i R�: E��y Est�tes A�F�F��vi5�t1)
ansl P�ad�3i� ��Iorks i Pco�e�t#: 9fi�9��Jfi
� TR���'IC PFRFDRP,�AN���`f�NL�1aRDfi REV1E��1
P.O. Box 21229
LVes[Palm Beach,,FL 33iib-1229 I Dear Nilsa:
I
�'bi�bs``-�u�� The Palm Beach County Trafific Division has reviewed the Key Estates ALI- i raffic Statemenf prepared
F�x:(5�t)e81-�oso by Qinder Troutman Consul4ing, lnc, revised August 18, 2016, pursuant fo the Traffic Performance
� S#andards in Arficl�12 of ihr Palm Beach County Unified Land De�✓eloornen#Code(ULDC).i he projec4
w��;w.pbcgov.com is surnmarized as follovvs:
a�1���ae's�a0a�� ViliageoFTequesta
����ga��,: 5outh of County Line Road and approxima?ely Yd rnile evtist o��Id Dixie Hwy
+� 7�p;�: 60-42-40-25-00-00'1�003�;60-42-40-2a-00-fl00-1080
E:.is�aoog fiJ��:�: Vacant
��capr�se��9se�; 81 units of congrega#e care facili4y and�;i beds of assisteci living facility
�y���5�; Thr��full acczss drivn�roays on Count��Line i�oad
Palsia 13e�eta C��a�ty �r��a�cp���u0g�Ta'�,3s: 278
Board of Co�an�� � ��,����t�°E-0'Gcu�rs: 11 AP�I(7/4)and'23 PM(12/11)
Camsnissioners i ��g6gr�-��Lt; Qecernber 31,202.0
I
i��ary Lou Berger,ititayo; �asad o�our rtivieav,ths Traiiic Dsvision has deteri-nined tha proposed developm��t meeis the Traffic
��rfor�anc�Stand�rds of Palrn Beact�County. This approva!lett�r sup�rsed�s the previous approval
t{at R.valeche,vicP r.tayor �etzsr issuea b�P�Im�each County Traffic Division on June 23`d,2016 foi the s�ne pro�er�y.
Pauiet�e�3urdick �1eas�notw Vhe r�cei�i oi a'fr�ffic�erfion�ance Stantlards(TP5)approval iztt.,r�loes not canstitut�th�
r�via�a�.� anci issuance of � Palm 8each Couniy Right-of-Way (F2/W) Construcii�n Perrnit nor do�s it
stietley vana ��;���aft��;�re��,fremQnts 4nat rnay b2 deerned as sit�rela#�d. �or wor�witi�i�Pa9rn�eacn County
RNV,a detail2d revie�✓of the project will b�provided upo��sub�nirtal fei a R/iN aarmit ma�lication. The
Steven L. Abrams p;oj2cY is re.quir�zd fa c�niply witn all Palm Beach County standards and may ir+clude R/tf��t w�2�ication.
ti�elissa��;tcttinlay i No builc�ing perrnits arp to br i�su�d by the Viilag2 aiter thc bui�d-out d�ta specified a�cve. i he approva;
f�tter shall be valid no langer 1h�in one year from date of issuance, unless an applicatio�f�r a Site
Priscilla�.7aytor So�cific Development�r�Jer h�s been 7p�ro�✓ed,an app9ication for a Si2�Specifi<;�evvlopm��t Order
j has b�en su�mi4ted,or th���prov�l lett�r h�s been supersed�d by an�4her ap�rov�i I�t42�fo�the sarne
pro�ert/.
I+you hav2 any quss#ions reg�rding lhis detrrmination, please cant�.�R rne, at 634-403(J or ernail tn
j avuan(a�oocqov.ora.
��iinTy Asl3ninistrator
Si�ceraly,
l'zrdenia C. Ba4<2r
-,
. ;'
�i;/:',; ��� ���
Quan Yuan, P.E.
Arofessional Engineer
T�effic Division
QY:saf
2c. Addressee
Andrea M,7rouPman,P.E.-Pinder Trouiman Consulting,Inc
Quazi Bari,P.E.,Prosessional Enginear-Traffic Divisien
Steve Bohovsky,Technical Assistant III-Traifiic Division
File: General-TPS-Mun-Trafiic Siudy Review
r:\TRAFrIG\IviivlT\iUUNiCIPALITIES�APPR^v'✓ALS�209S\150606-KE`(ESTATES ALF REV.CCC
An Eqtiat Oppuriu��ii}- I
Affirmnrivel�ctiori E�r�ployei" �
L��p�inted on recycled paper
�rQr��; Jarr�es Weinand [ma�V��;j��ve������o�3,������ail.�u���.�]
Sent; 1Nednesday, October 26, 2Q16 12:11 PM
To; I�ilsa Zacarias
Subject; Re: your �P link please-KEY ESTATES SENIOR HOUSI�JG - please resubmittal comments by
OCTOBER 27th
�lilsa,
�'ire Resctie has reviewed the proposed chafl�es to the ��ey Est�tes project located on CounCy
Line Rd an�� offe,r t.he �ollowina.
1. l�ll previous concerns h�ve been addressed by the appli�ant.
2. �he generltor bein� located on the roof does raise some life safety concerns but I feel this
rTlatter can be addressed at the perrnit phase of the project.
Respectfiilly,
James NI Weiriand, CFI
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tis-�i�'s, �.'.�I�uLI��). }laC.
MENiOF�4N�U1Vl
TO: Anna Johnson
Nilsa Zacarias
Village of Tequesta
Department of Community Development
FROM: Stephen J. Parker, ASLA
DATE: October 10, 2016
RE: Key Estates, Tequesta, Florida
I have reviewed the revised landscape plans for Key Estates, Tequesta, as prepared by
Gentile Glas Holloway O'Mahoney and Associates, dated 9/28/16, and find that all
comment� have been addressed.
Please contact me with any questions.
Sincerely,
-� � ,
� :'GL%G'�� f.i��
Steph�'n J.\Parl�er��ASLA
�,�/
SJPIcIy
�rc�n�: Steve Parker [maiito_steve:�p_ycig.com]
Sent: Friday, October ?8, 2016 6:31 PM
To: Nilsa Zacarias
Subject: RE: KEY ESTATES SENIOR HOUSING - please resubmiital comments by OCTOBER 27th
Hi Nilsa,
i revi�wed the re�iised pl�ir� and find it accepta�le. I ciid not se� a�iy sul�st�ntial cl-�anges to the landscape
plan. The generator area ti�ias converted to sod and the surrounding plants remained the same.
Regards,
Steve Parl<er, ASLA
Fro���: Timothy English
�enr: Monday, October 10, 201b 3;54 AM
To: Nilsa Zacarias
Subject: RE: top priority-TUESDAY -Revi2w CommentsL- Key tstates Senior Housing
Tt�ere are no fi_u�th�i� }3uilding coznm�nts at tl�is liirle. Precious rec�ie��� c�,itlil�lenl� ha��e beeii
adciressed. Thai�k Yo�i.
Fro�r�:Jim McGrew [mailto:jirn(�'im�r�cgre�v.com]
Sent: Wednesday, October 12, 2016 4:46 PM
To: Anna Johnson <aajohnson@tequesta.or�:
Subject: Key Estates
Anna,
I believe t�e PD questions have be2n ans+�vered,
Thanl<you
Jim McGrew
NI����: � �CC��S
Ef��li�EERS ��SUfi�YEYURS � .PLA�1f�lERS
�iovember 4,2016
i�iilsa.�a�arius, EiI�P
Community ��velop:n�nt��r�c��r
Village of l�qu�sia
34S Te�u�sta�riv�
Tequ�sta, �'�, 33469
Ref. 1V�.: �6J3�.0�0
Subj�c�: I��y�s��t�s T�����a%a Senior Housing - Sit�Plan Applieati�:����sp,?'�=n�9t�.y
�r�bineeriri��'��v���r �vmtnerils
Dear I'�iilsa:
Iv�o�k•P�o�s r��s co�p1_etec� a reviez��of the "P.es}�ons�Leiter" for th� s��bj�,�i�ppl�v�,�ion,
prepared i�Jy G�n�iIL, Cl�s, t���?ouvay, �'iU�ahoney &Associat�s,Inc. (2Gi���, d�t��Q����be-r 21,
2016. Our r�vi����,,�Ja?s li�i«� ����h��om�neni responses un��j`tlle "�}ia?��.���'c�c�a�wa,a��s" �nd
"Co��ej��t�a� Enoi����v�°ii��P��.�"���1ir�gs. �ased on oui-revievv the app�ica.r�������s���aa���
adec��,�ately a�ad�������i ��aA�se�r�;��.�s �.�rr�m���ts an�i r��ie tiau�t�� �,c���iti��xa1 c�s��������sts,
lf you hav�, any qu�stions,piea���all me at 683-3 i i3,exiension 29�i.
�inv�rely4
1'�IOCK, ROOS �4c ��SOCIATES, INC.
/
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PP. � � %� �o�v� C��rhr5 f-��
/,
Spen er,;Iti1. Schroeder, P.E.
��
��niof Project Managet�
SMS:jeh
��pies: Sam Head�
Garry Gruber
John P. Cairnes
\\FILESE R�iER\Letters\keyu\86034.00\1003jejh.docx
Moc�, Rao�&As�ocia#es, I�ic.
-- __ -_-._
-------- __-- --- ------
5720 Corporate V�Jay,West P�Im 6each, Florida 33407-2066, (561)683-3113,fax 478-7248
�1ut�MAHON _" ,, ,� �� ������ ,�L� ���
,� r - c ��t,. �s,ui��s-a s����auo
�G ;t Pelm Beach FL i3a09
_ ;fit-gsU-SGSO�f561-�40-R:90
�_ • • • • . .
�tti�ciP:aLs
6�_.�`i...'...�h._..Js,9Snh.�V.�!c;`t,,nou,P.E
� do;eph J D�� n!i;.P.E.,PTOE
ohn S. DePa':ma
� li:im l�.SteFfe:is
� � Ca. � A.ti[oora,P.E.
TECHi`dI��L NIE�IOR�NDUIVI��' ��`��„� `°" `'������
SOCI�1TES
l0 1.N(itcitell.P.E.
swph \l'iiliams.P.E.
DA'l�E; Ociober 26. 2016 �" a r ,�eb��s�,�.�.E.
� � �I�t�heµ i Kozsuch,P.E.
�.I:iu�een C' bcl.P.E.PTOE
�]'�; �11Sfl Zc1C�1PIi1J, l�ICP an.4 Carr.P,E
Cominunity Devetopment Director
Village olTe�qu�sta
9�I�O1�Ie i�lataliaT. Lercari; P.E., LEED
McNTahon Associates, Inc.
SUli.I�CT: Ke�� Gstates "Ceyuesta Sec�de�t��6a�sing RQvierti
VIc��Iahon Yroject i�'�o N��t�7�,d�7
1��1e1�1al�ou associatvs, Inc. (I�'IcI�,lahon} has c��llz�letcd a re��ic��� of the "Kcy Estates .��LF - #FTCih-04b� !e't�er
prep�uecl for Palin Beach Gounry by Pin�ler Troutmin Consl�ltin6. Inc.. dateci September 21, 2016. In ��ddition,
McMahon has coinpleted a revie�v of the "Conceptu�l P�tiving, Drainage, ��'atcr, and Waste�vater'�- Plan prep�red
by Simmons ancl �Vhite, revised October 18; 2016 and the "Site Development Plan���- prepared by Gentile Glas
Hollo���ay O'iYlahoney&Associates, revisLd�ctober 21, 2016. Th�:plans�vere revie�ved specificall_y �vith re�ard
to tr�ffic circtilation and parking only. In addition, NlcMahon revie,ved the Response Letter, dated October 21,
2016. The followin� coinments ai-e provided:
T���ffic lin��act Study
All coinu�cnts �ddressccl by Ap�,licanC. TJo fur�l�ser comm�,nts.
Sit� P1�3� '��e'e'a�e�,y (Tt-�ffic ,��r! P�rl:ing)
NicMahon conducted a re��ie«� oC the site plan ti�rith re�ard to parltiil� and traffc circulation. The parkin� st�pply,
drive aistes and clrive��;ay radii meet the relevant codes. Th� oribinal cornments hlve been resol��ed. Additional
information is needed re�ardin� �v�ste collection times. Tl�e comment reQarding garbage collection and Ioading
conflicts witl bc resolved upon receipt of the letter fi�om the Waste Man�gement conTirtmin� collection tinles.
�hoiild yoti ha��e any questions, please feel flee to coi7tact �ne.
Sincerely;
/
r� �t��� �' '
, ��
atalia T. Lercai�i,P.E.
SeniorProject Manager
�TL/ainp
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��— YEAR$ Er,_�in ..ii,� I I in�ih L)a-+t�"�"'—r"�rrrrr?I�,e�� __ �ttZ'Yf�s-hona�nci.itcs.cnm
•Envircai�menta!Frn��o�t;�,�Asscssments
I �CUlitd[lliridtitit�ASSe55faterit5
, �Remediatkot�
� •�v10 ni t�ri n3�N�91;
_._ .:�`=_�:------ _ i •I�1C�!h1lnlctEvalu�tic:n
NLITT1�l� EMV3F��NMENTAL
OF F�IQRIpAr ItJC.
y`i;r"C'���c._�;�(i��r f'�i:,.^�q,-u,,-,�
Nove�tber 11, 201�
Viila3e of Teq�sesta
345 T�qu�St� briv�
T�questa, FL 33489
AtEn: P�9s. Niis�Zacarias, �ommr�nity Developmerut Direr.tnr
Re: Review Comments for Re�sub�r�itk�l d�ted Qrtot�er 21, 2�16 for
A�E�Iirati4n fc�r�it� F'I.�n Ft��ri�tiv f�E K���E�t�t�s T�cauest� Seni�r Hau�ing
4534 �nd 4546 Caunty Line R�ad
Teyuesta, Palm Be�ch Ca��nty, FL:���69
NEF#_ 75d8.1
a�ar Ms. Zacarias:
NuTnrrc Era��riRor�lNt�iV�;�,L C_7F F@.ORIL�A, I+ur, �f�E�} F�as �re��areet this letter to �ravide the Vill�ge with a res�c�e�se
regardiny thz re-submittal dated O�tober 21, 2d16 �Ur th� Appfication for Site Plan Review for the aE��ve referer�eeci
property as it pertasns ta p��eoleu�r� c�ntan�inat�c�n.a�� �esticide contamination at the referenced property.
Cantan�ination assessrnent infarmation inclu�ied in t�e e�vietiv process consisted of infor�m�tie�n provided by� Geritile
Glas HQllo�v�y Q'�,4�honey c� As�oci�tes, bnc. (ZGHp� iri ���res{�4riclen�e ciated J��ly 13 an�i 1�, 2�?1�, LetE�r c�f
Explanation by Arcardis U�, Inc, July 15, 2[�16 ar�d � �onfirrT�atory-Cleanup Assessment Repart for Historic P�rseni�
frnp�cts by Arcardis US, fnc, dated Auga_�st 31, 2�1t�e
Th� re-submittal, ci�ted October 21, 2a16 inc[udec� re+.risi�ns to address NEF°s comments in {:arrespondec��ce dated
Septem�er 7, 2�16 �nd C.3ctc�ber 12, 201f�, regarding th�e r��apli�ati�n f�r SitP Pl�n Review far Key Est�.t�s T��uest�
Senior Hous6ng. It is NEF's apinian that th� corT�rnents i�� th� SQpterl�ber 7, 20�E� �nd Octob�r 12; 2C?1Ei have �ie�r�
appropriately addressed an the Qctaber 21, 2016 subrr�ittaf.
Please note th�t the abj�ctive of this e��raluation by hl�F is strictly IGrai�ted t� assist the Village of Teguesta '[n their
r�+aie7,�r af a+��'ilat�IP c�ntamin�tion �ss�ssment inPc.,r��tic�n anci the impaUt r�� thP report�;d contamir�atinn �n thP
propos�d sit� cl�vel�pt�ient. This ev�luatic�r7 is nat ir�t�r�c�ec! to pro�i�e an opir7ion on the cor7��l�teness of the
assessment ar_.di�ities; #�e �ccuraty of the c�nt�minat��an �ssss�ment �(ata, current con#arninant c.�n�entrations, ar
p��t�n�i�l regulatc�ry r�par#ing c�bligatic�r7� anr.1 cISSC�CId��� C:C�flt�6T�l�lc7tic7fl �SS�SSf71�'tl��l'Pf11�L�12�ipf'E 1'�'C��IfE�f71Pn�5 y.vhiryii
m�y exist.
1310 Meptune Orive • Brs�rntort BeaCh,Florid�33��6 • SG1-732-7200
8roa•�ard 4$4-752-720Q � St.Lu�;ie?72-4c}E-1f}SO • Mi�rtai-Dac��3Q5-5S7-3433 � Fax 5G1-73i-9975
Toll f�ne:�•&77-N4JTT6Nti{G88-E�641 • x��v,�s��.,�e(.cc • info�;;:,nef.cc
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 0'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
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1
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-2
SUBJECT PROPERTY Vacant Land Residential (Multiple Family
(5.4-12.0 D.U.'s per acre) Dwelling District)
NORTH Single Family
Count Line Road- Low Density Low Density
Y Residential District
Martin County (Martin County) (Martin County) (Martin County—R-26)
SOUTH
Low Density Residential Low Density Residential Single Family Dwelling
Riverside Oaks (Max. 5.4 D.U.'s per acre) (Max. 5.4 D.U.'s per acre) District
EAST Low Density Residential Low Density Residential Single Family Dwelling
Hannah's Home (Max. 5.4 D.U.'s per acre) (Max. 5.4 D.U.'s per acre) District
WEST
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
"fvlultiple Famiiy uwelling" 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 (5E-01-12) in 2013. Next, via the Village Counsel's
Order Granting Ext�nsion 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
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 wall<ing trails. In compliance.
d. All facilities containiny more than one story shall have an elevator large enough to ccrrry 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 portcrble heaters or other clangerous appliances shall be used in s��ch facilities.
The applicant acl<nowledged this requirement. In compliance.
f. All facilities shall conform to applicable village codes and ordinances, including building,
electrir_, n/��mbrng, fire preventinn crnd state dencrrtment of insurance minimum fire safety
standards for adult congregate living facilities.
The applicant acknowledged this requirement. In compliance.
g. The crpplicant shcrll provicle trcrnsportation to the facilrty in a form ancl manner acceptable
to the villcrge council.
The applicant acl<nowledged 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
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 Vll 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 meetinq notes
provided by 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
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
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 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 stating "eased 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. Beerninl< 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. Beerninl< 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 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
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 proposeci 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 reuuirements.
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
� � � 4.
EXISTING SITE CONDITIONS
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15
Department of Community Development-Staff Report-Special Exception Use Application-Key Estates Tequesta Senior Housing LP
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APPLICATION FOR SITE PLAN REVIEW
DRC �
PLANNING & ZONING BOARD D Meeting Date: 11/17/2016
VILLAGE COUNCIL a Meeting Date: 01/12/2017
INSTRUCTIONS TO APPLICANTS:
1. Please complete all sections of this application. If not applicable, indicate with N/A.
2. Provide all required documents as shown on the attached checklist. If not applicable,indicate with N/A.
All construction, additions, and/or alterations within the Vi//age, except in districts R-1A and R-1, must be reviewed by the Planning &
Zoning eoard. The Planning&Zoning eoard meets the third Thursday of every month at 5:30 p.m., as needed in the Village Hall Council
Chambers,345 Tequesta Drive. The applicant will be informed by letter of their scheduled meeting date. The Planning and Zoning eoard
shall have general authority as outlined in Sec. 22.53. After review and recommendation by the Planning&Zoning eoard, applications
will be heard by the Village Council for final approval. The Village Council meets regularly on the second Thursday of every month at
6:OOp.m.,in the Village Hall Council Chambers.
1. PROJECT DESCRIPTION &OWNER/AGENT INFORMATION
PROJECT NAME: Key Estates Tequesta Senior Housing
PROJECT ADDRESS: 4534 and 4546 Lounty Line Road, Tequesta rL 33469
Proposed addresse is 4500 County Line Road, Tequesta, FL 33469
DESCRIPTION OF PROJECT: Site Plan Application for approval a 96 unit adult congregate living facility
along with ground amenities, landscape plan and a modification to the Declaration of Restrictive Covenants.
Property Control Number(PCN), list additional on a separate sheet: 60-42-40-25-00-001-0030, 60-42-40-25-00-000-1080
Estimated project cost:
Property Owner(s) of Record: Key Estates Tequesta Sr Housing LP c/o 2GH0
address: 1907 Commerce Lane Suite 101 Jupiter FL 33458
Phone No.: 561-575-9557 Fax No.: 561-575-5260 E-mail Address:George@2gho.com/emily@2gho.com
Applicant/Agent(if other than owner complete consent section on page 3):
rvame: George G. Gentile/Emily O'Mahoney — Gentile Glas Holloway O'Mahoney & Associates, Inc.
address: 1907 Commerce Lane Suite 101 Jupiter FL 33458
Phone No.: 561-575-9557 Fax No.: 561-575-5260 E-mail Address:George@2gho.com/emily@2gho.com
1
II. LAND USE&ZONING
A) ZONING DESIGNATION PRD/R-2 B) FUTURE LAND USE DESIGNATION medlUCl'1 detlSlty
C) Existing Use(s) VaCatlt _
D) Proposed Use(s), as applicable Adult Congregate Living Facility(ACLF)with 96 units—breakdown of beds are
independent Living—81 units/132 beds; Assisted Living— 10.5 units/25 beds; and Extended Care—4.5 units/18 beds.
III. ADJACENT PROPERTIES
Name of Business/ Land Use Zoning Existing Use�s) I Approved Use(s)
Subdivision Designation Designation
---------------------------------------+-----------------------------------------------
---------------------a-------------------------------------- ---------------------------------------------------------------------- �
NORTH �Martin County Low Density Low Density Low Density � residential
---------------------�-------------------------------------- ------------------------------------------------------------------------------------------------------------�-----------------------------------------------
sourH ;Riverside Oaks i Low Density E Low Density ! Low Density_____________'_____residential
---------------------�--------------------------------------+------------------------------------,---------------------------------i------------------------ , -----------------------------------------
EAST ;Hannah's Home j Low Density ; Low Density 'I Low Densit\, � residential
---------------------i------------------------------------t----------------------------------f-------------------------------F-----------------------z-'-----------i----------------------------------------------
WEST ;Palm Beach Co. �Low Densit �Low Density � Low Densit � residential
IV. APPLICANT'S STATEMENT OF JUSTIFICATION
Provide a statement of use from the applicant that the submitted site plan is consistent with the goals, objectives, and
all other provisions of the village comprehensive development plan, and further that the projected use is specifically
�uthorized hy developmert ordinances and regulat�ons. The sta±Pment sha!! �nclude, but not be limited to, specific
references to those sections of the comprehensive plan relating to the proposed development. Attach additional sheets
if necessary.
Site Plan Application for Key Estates Tequesta Senior Living Facility Planned Residential Development
for the proposed 96 unit development. The breakdown in units will be 81 independent living units;
10.5 assisted living units and 4.5 memory care units as an Adult Congregate Living Facility (ACLF).
The subject site is approximately 8 acres of land located at 4546 and 4534 County Line Road
within the Village of Tequesta. The applicant is also requesting to a new address of 4500 County
Line Rd. The site plan application also includes landscape plans with ground amenities and
a modification to the Declaration of Restrictive Covenants.
z
V. �WNER/APPLICANT ACKNOWLEDGEMENT AND CONSENT
Consent statement(to be completed if owner is using an agent)
I/we, the owners, hereby give consent to Gentile Glas Holloway O'Mahoney&Associates,Inc. t0 act on my/our
behalf to submit this application, all required material and documents, and attend and represent me/us at all meetings
and public hearings pertaining to the application and property I/we own described in the application.
By signing this document, I/we affirm that I/we understand and will comply with the provisions and regulations of the
Village of Tequesta, Florida Code of Ordinances. I/we further certify that all of the information contained in this
application and all the documentation submitted is true to the best of my/our knowledge.
Thomas Faure George G.Gentile
Owner's Name please print) Applicant/Agent's Name lease print)
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Owner's 5' nature �� ��' App ant/Agent's Signature
June 22,2016 June 22,2016
Date Date
VI. APPLICATION FEES
(1) Pre-application meeting. A pre-application submittal meeting shall be held with the owner and/or
applicant and his/her design team and the community development director and his/her development
staff.
FEE:A$300.00 fee applies.
(2) Review by the Development Review Committee(DRCJ. The Community Development Director or designee
shall submit such application for departmental staff and consultant review within 30 days of receipt of a
completed application.
rtE:a$�00.00 fee appiies.
(3) Review by the Planning and Zoning Board.The Community Development Director or designee shall submit
such application for Planning and Zoning Board review within 45 days of receipt of a completed application.
FEE:a $300.00 fee(final approvalJ OR a $500.00 fee(recommendation to Village CouncilJ applies
(4) Review by Village touncil. Within 45 days of review by the Planning and Zoning Board, the Community
Development Director or designee shall then submit such application, including the recommendations of
the Planning and Zoning Board,for Village Council review.
FEE:a$300.00 fee plus an additional fee based on the estimated cost of work applies.
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 i
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 ' g sche uled for a public hearing requiring notice.
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3
VII.APPLICATION SUBMITTAL REQUIREMENTS AND REVIEW PROCESS
The applicant will submit to the Viilage of Tequesta Department of Community Development the following
documents for review by the Development Review Committee (DRC), forty-five business (45) days prior to the
meeting date:
1J Seven (7J 11x17 sets and Three(3J full size sets of professionally prepared site plans showing all existing and
proposed structures, setbacks, parking and loading layout, ingress and egress, sidewalks and walkways, exterior
lighting layout, dimensions of street frontages, property lines and all signage.
2) Fourteen (14J 11x17 sets and Two (2) full size sets of Landscaping Plans in accordance with Village of
Tequesta Code of Ordinances, Division IV, Landscaping.
3) Fourteen (14) 11x17 sets of multi-dimensional color renderings and/or photographs are to be provided. The
Planning & Zoning eoard requires an exact rendering of the proposed modification, construction or addition. Color
photographs or prints as close to the actual colors to be used must be supplied. Since color printers often do not
display the correct color, it is recommended that samples of the paint chips, as well as a sample of the support
materials(i.e., canvas, wood, metal, etc.)be provided.
4) One(1J CD disk with PDF files including the completed application.
5J Any other documents, maps, photographs, or drawings that may help clarify the position of the applicant.
NOTE: All renderings,models,drawings,photos,etc.,will become the property of the Village of Tequesta.
Pre-application meeting '
� ,.�
1
APPLICATION SUBMITTAL DEADLINE
Deadline is 45 business days prior to P&Z Meeting date
; DRC Meeting
Held within 2 weeks of application '
submittal �
1
DRC comments provided to Applicant
within 1 week of DRC meeting �:.
;
�
� Re-submit application � Planning&Zoning Board Meeting—
f Deadline is 2 weeks following receipt of ; —► recommend approval
�! DRC comments � (3rd Thursday of each month)
1
� ..�._
II Village Council Meeting—final approval
4 �� (2"d Thursday of each month)
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VIII. SITE PLAN REVIEW APPLICATION SUBMITTAL CHECKLIST
GENERAL
(1) A completed application signed by owner, agent/applicant. Authorization must be attached if applicant
is other than owner.
(2) Required application fees.
(3) Statements of unity of title,warranty deed,or purchase contract of the subject property.
(4) General location map, showing relation of the site for which site plan approval is sought to major
streets, schools, existing utilities, shopping areas, important physical features in and adjoining the
project, and the like.
(5) A recent aerial photograph of the site.
SURVEY
(1) A signed and sealed boundary survey(not more than one year old) and legal description of the property,
including any and all easements of record as well as existing topographical conditions of the site.
(2) Existing streets and roadway improvements (medians, driveways, signage, etc.) and existing structures
within 100' ofthe project boundary.
(3) Existing utilities within 100'ofthe project boundary.
(4) Existing trees identified by caliper and species.
SITE PLAN
(1) A site plan containing the title of the project and names of the architect, engineer, project planner
and/or developer, date, and north arrow, and based on an exact survey of the property drawn to a scale
of sufficient size to show:
a. Boundaries of the project, any existing streets, buildings, watercourses, easements, section lines,
and water and sewer lines, well and septic tank locations, and other existing important physical
features on the site and on property adjacent to the site.
b. Tabular project data to include:
Total gross site area in acres&square feet ;$.00/348,485 s.f.
------------------------------------------------------------------------------------------------------------------------------T-------------------------------------------------------------------------------------------------
Total number of units(multi-family) ;96 units = 81 I.L./10.5 A.L./4.5 Ext Care.
------------------------------------------------------------------------------------------------------------------------------T-------------------------------------------------------------------------------------------------
Total square feet of each primary structure i 184,665 s.f.
------------------------------------------------------------------------------------------------------------------------------T-------------------------------------------------------------------------------------------------
Total square feet of accessory structures ;7,204 s.f.
------------------------------------------------------------------------------------------------------------------------------+------------------------------------------------------------------------------------------------
Total footprint of each building in sq ft&% ;SEE SITE DATA CHART
------------------------------------------------------------------------------------------------------------------------------�-------------------------------------------------------------------------------------------------
Overall mean building height&number of stories ;43�10�� midroof; 3 stories
------------------------------------------------------------------------------------------------------------------------------Y----------------------------------------------------------------___----------...-----------------
Finished floor elevation for all structures ; 10.5'
------------------------------------------------------------------------------------------------------------------------------�------------------------------------------------------------------------------------------------
Total project density in units per acres,if applicable ; 12 du/ac
------------------------------------------------------------------------------------------------------------------------------+--------------------___--------------------------------------------------------------------------
Total proposed off-street parking spaces ; 142
------------------------------------------------------------------------------------------------------------------------------+-------------------------------------------------------------------------------------------------
Height and location of proposed fences and/or walls ;6' north and east
----------------------------------------------------------------------------------------------------------------------------T-------------------------------------------------------------------------------------------------
Proposed drive aisle width ;26�
- --------------------------------------------------------------------------------------------------------------------------T---------------------------------------------._...----------...-------------------------..
Proposed sidewalk width ;4' min
5
c. Provide site data and setbacks:
: Lot coverage : Impervious area � Open space area
-------------------------------------------------�------------------------------------------------------�---------------------------------------------------------+---------------------------------------------------------
TOTALSQFT g3,496 s.f. 209,786 s.f. 119,322 s.f.
-------------�--------- -------------------------�-------------------------------------------------------� --------------------------------------------�---------...-----------------------------------------------
PERCENT(%)OF SITE 26.84% 63.74% 36.26%
Front Side Side Rear
---------------------------------------------------------�---------------- --.---------------r------------------------------------------r------- -------------
Primary structure 25' min. 36.5' min 36.5' min 87.8'
----------------------------------------------------�-----------------------------------------r------------ ---------------------------- ------------- --------
Accessory structure 25' 15' min 15' min 33.6'
d. Plans and location for recreation facilities, if any, including buildings and structures for such use.
e. All mechanical equipment and dumpster locations, screens and buffers.
f. Refuse collection and service areas.
g. Access to utilities and points of utilities hookups and location of all fire hydrants close enough for
fire protection.
h. Plans for signage including size, location and orientation.
i. Project information on beds, employees, seating, etc. as necessary depending upon the type of
development.
j. Exterior lighting of all buildings, parking areas and the overall site, addressing glare,traffic safety,
economic effect and compatibility and harmony with adjacent properties.
k. Proposed topographic considerations including natural vegetation, berms, retaining walls, privacy
walls, and fences.
(2) Required floodplain management data:
a. Flood zone designation
b. Base flood elevation
c. Coastal high hazard design considerations
ENGINEERING PLANS
(1) Proposed access (ingress/egress) to project, drive aisles, driveways, streets and sidewalks with
dimensions and turn radii for internal and external vehicular traffic.
(2) Proposed traffic control signs.
(3) Preliminary storm drainage and sanitary sewage plans or statements. If the village determines that the
drainage and/or sewage plans require independent review, the applicant shall pay for such review by
an independent engineer.
(4) Plans for the extraction of fill and mineral resources and alterations or modifications to the slope,
elevation,drainage pattern, natural vegetation and accessibility of the development.
(5) A comprehensive traffic study, provided by an engineering firm. The study shall be paid for by the
applicant and shall include but not be limited to the following:
a. Future right-of-way dedications.
b. Intersection improvements.
c. Traffic control devices.
d. Traffic generation analysis.
e. Distribution and assignment of traffic access.
f. Additional roadway needs.
6
g. Traffic safety standards, including the separation of pedestrian and vehicular traffic.
h. Compliance with Palm Beach County Performance Standards Ordinance.
LANDSCAPE PLANS
(1) Landscaping plan, including types, sizes and locations of vegetation and decorative shrubbery, and
showing provisions for irrigation systems. Plans shall aiso provide delineation of existing trees and
information as to which trees will be reused or removed. Landscaping plans shall comply with section
78-400. In addition, landscaping plans shall include irrigation plans in accordance with section 78-398,
and shall demonstrate compliance with Florida Friendly Landscaping design standards as required by
section 78-394, as applicable (See section 78-392 for applicability).
(2) Plans shall provide clear sight lines.
(3) Location of light poles.
(4) Provide landscape plan data:
Required Provided
--------�- --------------------------------------------------------------------------------•------+---------------------------------- ------------r----------------------------------------------------
Number of trees(including percent native) 168 (84 native) ; 309 (89.3% native)
-----------------------------------------------------------------------------------------------------------+------------------- --------------------
-----------------------------r--------------------------------- -
Number of shrubs(including percent native) 50% native ; 10,289 (51.2% native)
- -------------------------------------- ------- -------------------------------------------+------------------ --------------------------- -----------------------------------------------------
Amount of groundcover(including percent
native) 50% IlatlVe ;shrubs &ground covers
---------------------------------- ------------------------------------------------------------�-------------------------------------------------------------�-----------------------------------
Total percent of native vegetation 50% 51.7%
ARCHITECTURAL PLANS
(1) Architectural elevations and color renderings for buildings in the development, and exact number of
units,square footage and types,together with typical floor plans of each type.
(2) Type of construction of all buildings per Florida Building Code.
(3) Color finishes and material examples and/or samples for all structures including roof, walls, trim,
pavers, etc.
ADDITIONAL REQUIREMENTS
(1) Environmental impact study/assessment. All proposed new development and major redevelopment, as
part of the site plan review and subdivision review process, shall submit a environmental statement
describing how the proposed development will affect the estuarine water quality of the class III waters
of the village, and also an environmental impact assessment study prepared by a qualified ecologist or
other professional qualified to do such an assessment. The study shall meet the requirements Ch. 50
Article II, pertaining to environmentally sensitive lands.
(2) Notification of neighboring jurisdictions of any external impacts that a proposed project might have
within those jurisdictions and assessment and mitigation of those impacts shall be required.
(5) If common facilities (such as recreation areas or structures, common open space, etc.) are to be
provided for the development, statements as to how such common facilities are to be provided and
permanently maintained. Such statements may take the form of proposed deed restrictions, deeds of
trust, surety arrangements, or other legal instruments providing adequate guarantee to the village that
such common facilities will not become a future liability for the village.
(6) If development is to occur in phases, those phases should be clearly delineated on the site plan and
identified in the plans and requirements appurtenant to that site plan, and each development phase
shall be subject to site plan review by the village.
7
(7) The substance of covenants, grants of easements or other restrictions proposed to be imposed upon
the use of the land, buildings and structures, including proposed easements or grants for public utilities,
if applicable.
(8) A statement that the development/redevelopment will provide the necessary infrastructure to meet
the following level of service standards pursuant to the criteria outlined in Sec. 78-331(h):
a. Traffic(roads and rights-of-way)
b. Sanitary sewer
c. Drainage
d. Potable water
e. Recreation
f. Fire flow requirements
g. Pedestrian walkways
(9) A statement from the applicant or landowner that all pertinent permits are concurrently being sought
from the applicable county, state, and federal agencies listed below. Include a copy of the
letter/document with the application. Such permits shall be secured prior to the issuance of a building
permit for any development on property included within the site plan.
a. Palm Beach County Health Department
b. Palm Beach County School District
c. Tequesta Fire-Rescue Department (Fire Marshal)
d. Loxahatchee River Environmental Control District (ENCON)
e. Palm Beach County Department of Environmental Resources
Management(DERM)
f. South Florida Water Management District(SFWMD)
g. Florida Department of Transportation (FDOT)
h. Metropolitan Planning Organization of Palm Beach County (MPO)
i. Palm Beach Traffic Engineering Division
j. Martin County Metropolitan Planning Organization
k. Martin County Traffic engineering Department
I. Florida Power& Light
m. Telephone service provider, as applicable
ii. $011d Wasie �7UIVeyOi
o. Tequesta Water Department
p. Other municipal, county,state and/or federal agencies as may
be applicable.
8
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0�� Landscape Architects Planners Environmental Consultants
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GENTILE GLAS HOLLOWAY O'MAHONEY&Asso�iates,�nc� George;Holl�°;;�5�.�,
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Emily A1.O'htahoney ASLA
Dodi 8uckmaster Glas AICP
Key Estates
Senior Housin
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Statement of Use — Site Plan Review
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November 7, 2016
Request•
Gentile Glas Holloway 0'Mahoney & Associates, Inc. as agent for the owner Key Estates Tequesta Senior
Housing LP is requesting approval of a Site Plan Application for Key Estates Tequesta Senior Living Facility
Planned Residential Development for a proposed 96 unit development. The breakdown in units will be 81
independent living units; 10.5 assisted living units and 4.5 memory care units as an Adult Congregate Living
Facility (ACLF). The Site Plan Application request is also for the ground amenities, landscape plans and the
modification to the Declaration of Restrictive Covenants. The subject site is approximately 8 acres of land
located at 4546 and 4534 County Line Road within the Village of Tequesta. This upscale senior living facility
with 142 parking spaces including 35 covered ones is designed to create a planned garden setting using
formal axial design when close up to the building while nestled in a lush tropical environment buffering the
neighboring homes.
Histo :
The subject property was approved on August 11, 2016 for a Special Exception (SEU-2-16) to develop and
operate a 96 unit Adult Congregate Living Facility (ACLF) with adjacent grounds and site amenities as a
Planned Residential Development (PRD). The site was previously approved through a special exception for
an Adult Congregate Living Facility (ACLF) in November 8, 2012. The original 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
1907 Commerce Lane, Suite 101 Jupiter, Florida 33458 561-575-9557 561-575-5260 Fax www.2gho.com
� Key Estaies—Site Plan Application
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PETITION FACTS
a. Total Gross Site Area: 348,485 sq. ft. (8.00 acres)
b. Total building square Footage: Building Footprint (lot coverage)
a. Main Building: 184,665 sq. ft. 83,527 sq. ft. lot coverage
b. Covered Building Areas: 2,765 sq. ft. 2,765 sq. ft.
c. Restrooms/Tiki Bar: 1,064 sq. ft. 1,064 sq. ft.
d. Maintenance Shed: 192 sq. ft. 192 sq. ft.
e. Garden Sheds: 200 sq. ft. 200 sq. ft.
f. Car Ports: 5,748 sq. ft. 5,748 sq. ft.
TOTAL 191,869 sq. ft. 93,496 sq. ft.
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 FLU ZONING
SUBJECT PROPERTY Vacant Medium Density R-2
Residential (Village of (Multiple Family Dwelling
Tequesta) District)
NORTH
2 SFR's Low Density Residential Low Density R-1
(Max. 5.4 D.U.'s per acre) Residential (Max. 5.4 Single Family Dwelling
(Village of Tequesta) D.U.'s per acre) District (Village of
(Village of Tequesta) Tequesta)
SFR Low Density (Martin Cty) Low Density (Martin R-2B
Cty) Single Family Residential
District (Martin Cty)
SOUTH Low Density Residential Low Density R-1
Riverside Oaks (Max. 5.4 D.U.'s per acre) Residential (Max. 5.4 Single Family Dwelling
D.U.'s per acre) District
EAST Low Density Residential Low Density R-1
Hannah's Home of So. (Max. 5.4 D.U.'s per acre) Residential (Max. 5.4 Single Family Dwelling
Florida D.U.'s per acre) District
WEST Residential Low Density Unincorporated Low Palm Beach County—RS
lupiter Ridge (Unincorporated PBC) Density LR-3 Residential
Residential
Breakdown of the 96 units to ACLF:
0:\Key Estates Tequesta Sr Housing 14-0902\Applications\Site Plan\Submittal Documents\11.07.16 Final Resubmittal for hearings\Statement of Use
11.07.2016.docx
� Key Estates—Site Plan Application
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November 7,2016
Page 3 of 12
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:
Units Max. South East Expected Full Max.
Number Bed US Residents *3 Occupancy Occupancy
*1 Occupancy *4 *5
*2
Independent 81 132 92.30% 101 109 162
Living
Assisted 10.5 25 92.80% 23 25 25
Living
Extended 4.5 18 94.10% 17 18 18
Care
TOTAL 96 175 141 152 205
— Independent Living—is equivalent to 1 dwelling unit= 81 units
— Assisted Living—2.39 persons equals 1 dwelling unit= 10.5 units/25 beds
— Memory Care—4 beds per 1 dwelling unit= 4.5 units/18 beds
*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 132 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
*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.
Site Plan
Total Site Area 8 Acres
Proposed Use Adult Congregate Care Living Facility
Special Exception Planned Residential Development/ACLF
Zoning R-2
Land Use Medium Density Residential
Density 12 units per Acre
Total Number of Units 96 units
Independent Living 81 units
Assisted Living (1 unit/2.39 beds) 10.5 units=25 Beds
Extended Care (1 unit/4beds) 4.5 units= 18 Beds
O:\Key Estates Tequesta Sr Housing 14-0902\Applications\Site Plan\Submittal Documents\11.07.16 Final Resubmittal for hearings\Statement of Use
11.07.2016.docx
• Key Estates—Site Plan Application
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Building Lot Coverage (incl. Ancillary) Max 30%- Proposed 26.84%
Maximum Building Height 50' 43' 10"
Number of Stories 3 stories
Parking Spaces 142 Required, 142 Provided
Note:
The above mix of residential types is slightly different from the approved Special Exception ((SEU-2-
16J. The request above reduces the Extended Care beds by 2 and increased the Assisted Living beds by
1 with the result that there is one less bed in this version than the Special Exception. The density
remains the same.
Planned Residential Development &Architecture:
The proposed PRD is an asset for the community, the neighborhood and the project's residents. The facility
is one building in a modified 'H' form which houses the three different types of residential uses allowing for
an 'age in place opportunity' for the residents. The building has a maximum of 3 stories (under 50') for
about%z of the footprint with 2 story sections and a large 1 story section for the "back of the house" services
and Memory Care residences. The building provides many amenities in the common areas including full
dining while between wings of the building on the outside are various amenities and gardens.
• RIGHT OF WAY: The Applicant is dedicating 40' for the County Line Road right-of-way for % the
ultimate 80' right-of-way. A five-foot wide public sidewalk is being proposed to provide for a
complete street within the proposed right-of-way. Between the road and sidewalk will be a sodded
swale. The Applicant will maintain the landscape up to the road edge and enter into an agreement
with the Village of Tequesta if required.
• ARCHITECTURE: The architectural style of the building required a more appropriate fenestration
based on further light and energy studies along with neighborhood character evaluation. Thus
lending it to a Classical Mediterranean style, consistent with the architectural identity of the Village
of Tequesta and the County of Palm Beach.
• 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. There are no walls or fences within the
front 25' along the right-of-way that are under the control of the Applicant.
O:\Key Estates Tequesta Sr Housing 14-0902\Applications\Site Plan\Submittal Documents\11.07.16 Final Resubmittal for hearings\Statement of Use
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� Key Estates—5ite Plan Applicatian
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Page 5 of 12
• 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.
• EMERGENCY ACCESS: Existing today on the site is an emergency access way along the east property
line serving the residential community to the south. This development proposes to move the access
easement along the proposed parking aisle. In addition, there will be a working gate installed where
none exists today with the associated knox box for emergency use.
• SECURITY: Security cameras are proposed to be installed at all doorways and around the pool area
which will be monitored by security staff.
• LANDSCAPE: Large existing trees will remain along the east buffer and some other specimen
material will be relocated. The theme of the landscape is to create a formal statement close to the
building reflecting the architecture with allees of palms and tight clipped shrub material. As one
moves out from the building, the material becomes more tropical and lush. The east and west
buffers go above and beyond the code landscape requirement. The east buffer has many existing
large trees which buffer the three story element from the neighbors to the east. The western buffer
only looks onto the one story of the building. Landscape material will greatly enhance the buffer for
the residents to the west. The south buffer is much deeper than required and contains many layers
of trees and palms to completely mask the building from residents to the south.
• IRRIGATION: The Applicant will accept a Condition of Approval that limits the water source for
irrigation to those other than on-site ground water, which may include potable, irrigation quality re-
use water, and rainwater. Upon a more definitive understanding and defined mitigation strategies
for this brownfield site, the Applicant may come back for a site plan amendment to remove said
condition.
• FENCING: All the existing chain-link fencing along the roadway for 25' will be removed. The south
boundary has a 6' wall as part of the community to the south which will remain. The mixtures of
fencing types on the west side are part of the private properties and they will remain. The chain-link
fencing surrounding the residential projects to the north will be replaced with opaque fencing.
There will be no fencing or walls along the right-of-way. Columns will flank the driveway entries.
• 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 beach entry swimming pool, a bocce
court, a putting green, secluded meditative space, 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, the chirp of the
birds, and the wind whispering through the foliage of the numerous trees at the pond feature and
across the property.
Traffic
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� Key Estates—Site Plan Application
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The trip generation for this project as an ACLF saves trips on County Line Road compared to use allowed
without Special Exception in the Zoning and Land Use on the land. This use saves up to 360 trips versus
multi-family use. (Please note the daily trips for multi-family are standard daily trips and are used for
comparison)
96 Multi-family units = 638 daily trips
50 Multi-family units = 333 daily trips
81 Units(Independent Living Units) &43 Beds(Assisted Living& Memory Care beds)
= 278 daily trips(Key Estates Senior Living)
Addressing
The project will propose only one address of 4500 County Line Road.
Environmental
The site was reported to be contaminated from the activities of the Rood Landscape Company and much
mitigation has occurred over the past 20 years. The two property contaminant issues are as follows:
petroleum leak from a former underground storage tank - mitigation of this release is currently managed
under the State Petroleum Restoration Program; and residual impacts from the legal application of
pesticide/herbicide (arsenic) on the property. To assure the public's health safety and welfare, the
development of this project must assure the Village that there are no increased health risks to residents.
The Special Exception placed three conditions on the site plan as it moved forward.
Per the ARCADIS August 31, 2016 Report (attached), confirmatory-cleanup assessment of site soils in
historical impacted areas of the property confirmed arsenic was below Florida direct exposure soil cleanup
target level for residential property use in Chapter 62-777 Florida Administrative Code (FAC); therefore, no
direct exposure risk for arsenic exists in soil and controls for site soils are not necessary. Confirmatory-
cleanup assessment of shallow groundwater in one historical impacted area (former PSL area located in
central portion of the property) confirmed shallow groundwater did not contain a concentration of arsenic
above Florida groundwater cleanup target level (GCTL) in Chapter 62-777 FAC. Confirmatory-cleanup
assessment of shallow groundwater in one historical area of the property (former EVM area located on the
property west perimeter) confirmed arsenic above the Florida GCTL; assessment of the full extent of arsenic
above the Florida GCTL in the shallow ground in the former EVM area is on-going. Engineering and
institutional controls to eliminate future exposure risk to the arsenic-contamination in the shallow
groundwater in the EVM area will be generated upon completion of remedial assessment.
Special Exception SEU-2-16 Conditions of 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
■ The Village Environmental Consultant, Nutting Environmental of Florida, agreed in the meeting
of August 17, 2016 that the Applicant has satisfied this to the Village Planner.
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� Key Estates—Siie Plan Application
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November 7,2016
Page 7 of 12
2. The Applicant shall provide the Village with historical documentation regarding the arsenic and petroleum
contamination and soil remedial excavations and groundwater treatment activities that have been done in
the past:and
■ The Village Environmental Consultant, Nutting Environmental of Florida, agreed in the meeting
of August 17, 2016 that the Applicant satisfied Item 1 with the submittal from its'environmental
consultant(ArcadisJ dated July 14, 2016 (arsenic) and information provided by Palm Beach
County ERM.
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.
■ ARSENIC Soil: The Applicant's Environmental Consultant, Arcadis, agreed in the meeting of
August 17, 2016 to provide the Village Environmental Consultant with a plan for specific
soil/groundwater tests to be performed in select areas to assure that no arsenic contamination
remains. If the tests are not clean than a remediation program will be developed as part of the
site plan approval. Two specific areas:
i. ARSENIC in Surface Soil-Arcadis sheet 3: sample/test two soil areas that may not have
been excavated (estimates of previous excavation extents indicate the possibility that
arsenic in soil contamination may exist).
a. If arsenic above state cleanup target level in soil is found, than excavation of the
soil will occur to eliminate the direct exposure risk.
b. If arsenic above state cleanup target level is not found, the direct exposure risk
from arsenic contaminated soils is considered satisfactorily mitigated - no future
mitigation or controls are necessary for site soil.
ii. ARSENIC Shallow Groundwater — Arcadis sheet 3: Shallow wells will be drilled in the
approximate location of two historic(RoodJ groundwater(wellsJ locations where historic
concentrations of arsenic were reported above the state groundwater cleanup target
level. Groundwater samples will be collected from the two wells and tested for arsenic.
a. If arsenic above the state groundwater cleanup target level in the shallow
groundwater is found, controls to mitigate this risk will be developed, including no
withdraw of shallow ground water from the arsenic impacted area for landscape
irrigation.
b. If arsenic level above the state groundwater cleanup target level in the shallow
groundwater is not found, the risk of arsenic in site groundwater is considered
satisfactorily mitigated-no further mitigation and/or controls are necessary.
■ PETROLEUM: Palm Beach County and the State are in the next phase of remedial
characterization of the residual petroleum contamination in the intermediate-depth subsurface
with characterization results/remedial plan expected sometime fa112016. Per the meeting of July
7, 2016, PBC ERM stated that the intermediate-depth petroleum contamination does not
currently present a health risk to future site residents-no direct exposure pathway. ERM did not
expect future petroleum remediation activities to result in an increase in exposure. As a
precaution, the Applicant will:
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� Key Estates—Site F'lan Application
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Page 8 af 12
a. Not build any exfiltration trenches in the shallow subsurface area where
petroleum contamination in the intermediate subsurface area has been reported
to further minimize risk.
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• Key Esiates—5ite Plan Application
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Statement Of Compliance With
The Comprehensive Plan & Concurrencv Requirements
As stated above,the Key Estates Senior Living Housing project is proposing a site plan for 96 unit ACLF.
The project is consistent with the Village's Comprehensive plan:
Policy• 1 12—The Villaqe's Land Development Repulations shall conform to and implement the use density
and intensity standards as outlined on Table FLU-1 below:
Table FLU-1
— Maximum Density and Intensity - Medium Density Residential Land Use Designation of 12 du/ac. The
project's density which is proposed to be 12.0 du/ac is the maximum density and is consistent with the
density maximum as stipulated within the Comprehensive Plan. Based on the acreage of the site —8.00
acres the site could have been developed with 96 units.
Obiective• 1 3 0 Prohibit land uses which are inconsistent with the community's character and future land
uses.
— Policv 1 31 —Throuph the implementation of planned unit development mixed-use and other innovative
requlations encouraqe the development of housinp types within a physical settinp that permit both
comfortable and creative livinp, while affordinp both privacy and sociabilitv - The project is compatible
with the existing development to the east of the subject site (Hannah's House) and provides innovative
design and creative living while affording both privacy and sociability;
— Policy 1 3 6 — Require adepuate parkinp suitably arranped and attractively landscaped in all
developments. The project has provided the required parking spaces for the ACLF. The proposed facility
is in compliance with the Land Development Regulations as follows:
o Independent living component: one and one half space for each dwelling unit, some of which is
covered.
o Assisted care component: one space per dwelling unit or equivalent
o Extended care component: two spaces per four patient beds.
— Policy 15 2 — The Villape shall ensure that public facilities and services meet adopted levels of service
and are provided concurrent with development impacts. The project is further consistent with the
Comprehensive Plan, as well as the concurrency requirements in that it is located within the urban
service area of the Village and has all the municipal services available including water, sewer, electrical
power and other utilities that are found in other developed areas of the Village.The project is within the
service area of the Village of Tequesta's police and fire rescue services. The adult congregate living
facility shall, by separate agreement, guarantee payment to the Tequesta fire rescue for patient
ambulance transport service from their property.
— Policy 1 1 1 Transportation Element — Provide safe and convenient on-site traffic flow throuph the
implementation of the parkinp repulations in the land development requlations. The project is consistent
with this policy by providing on-site traffic flow the required parking spaces.
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• Key Estates—Site Plan Application
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The project complies with Section 78-333(6) —The development will have on-site recreation amenities and
further described below.
The project complies with Section 78-301.
Level of Services Statements:
Per Division 2. Site Plan Review. Section 78-331 — Required; development standards required facilities
and infrastructure, the subject site plan review application for Key Estates Senior Housing meets or
exceeds the following level of service standards for the Village of Tequesta:
(1) Traffic(roads and ri�hts-of-wavl.
RoadwayType (LOS)Standard (LOS)Peak
D*except Country Club
Collector* C Drive and Seabrook Road
which are C
Urban Minor Arterials C �
Principal Arterials C �
PTC Transportation Consultant has included a traffic statement with the application that analyzes if the
proposed development of this parcel would create a significant impact on traffic in the surrounding area.
Based on their analysis, the proposed ACLF will generate less trips then a standard residential development.
The subject site is in compliance with Palm Beach County's Traffic Performance Standards.
Trip Generation—(noted are standard multi-family units trips)
— 96 Multi-family units = 638 daily trips (noted are standard multi-family units trips)
— 50 Multi-family units = 333 daily trips(noted are standard multi-family units trips)
— 81 units and 43 beds = 278 daily trips (Key Estates Senior Living)
— NET CHANGE—up to 360 LESS TRIPS than developed a standard residential.
(21 Sanitarv sewer. A central wastewater level of service standard of 108�allons per capita per dav is
herebv adopted and shall be used as the basis of estimatin� the availabilitv of capacitv and demand
�enerated bV a proposed development proiect.
The site is located within the service area of Loxahatchee River Environmental Control District (LRECD).
Wastewater service for the proposed project will be provided by LRECD. Specifically, there is 10"
gravity sewer line along the south side of County Line Road, adjacent to the sites north property line.
The proposed development will not exceed the level of service standard of 108 gallons per capita per
day.
��) Draina�e A public draina�e facilities level of service standard of a 25-vear frequencv, 24-hour
duration storm event is hereby adopted and shall be used as the basis of estimatin�the availabilitv of
capacitv and demand �enerated bv a proposed development proiect. As a �eneral draina�e
requirement each proposed proiect and/or site must maintain 95 percent of all stormwater runoff on-
site.
The proposed development will be designed to meet the adopted level of service standards prescribed
by the Village of Tequesta and South Florida Water Management District. The site will establish legal
0:\Key Estates Tequesta Sr Housing 14-0902\Applications\Site Plan\Submittal Documents\31.07.16 Final Resubmittal for hearings\Statement of Use
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� Key Estazes—Site Plan Application
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positive outfall via on-site control structure and connection to the existing drainage system of the
adjacent Riverside Oaks development to the south.
(4) Potable water The followin� potable water level of service standards are herebv adopted and shall
be used as the basis for estimating the availabilitv of facilitv capacitv and demand generated bv a
proposed development prolect:
a. Average day water consumption rate:
Residential 175 gallons/capita/day
b. Maximum day water consumption (including irrigation):
Residential 180 gallons/capita/day
Nonresidential 3,030 gallons/acre/day
The site is located within the potable water service area of Tequesta Water Utilities. Potable Water
service for the proposed project will be provided by Tequesta Water Utilities. The project will connect
to the existing water main along the north side of County Line Road. The proposed development will
not exceed the level of service standard of 180 gallons per capita per day.
(5) Recreation level of service standards:
The Project is maxed out at only 205 residents. As senior residents they will not impact the Village's
recreational services to any significant amount due to the on-site recreational amenities being provided.
The layout plans for an in-house theatre and multi-purpose gathering room for events like lectures,
speakers, film screening, plays, singing & dancing, a fitness area and fitness instructor with specialized
programs, a library and computer room, a bistro area, a card room, two hair salons, a spa and massage
area, a bocce court, a putting green, gardening planters for residents to grow their own food and flowers,
a swimming pool, a number of pergolas and shaded areas to sit outside, a tiki bar, service access for "al
fresco" dining and numerous elements in the landscape to attract butterflies and wildlife and provide
seasonal interest with flowering plants, changing foliage colors, numerous fragrant plants, and a pond
and meditation area.The operator will also have a roster of planned activities for the residents.
(6) Fire Flow Requirements All development and/or maior redevelopment must provide the necessarv
infrastructure improvements for fire suppression includin�adequate fire hvdrant placement, to meet the
development's fire flow requirements in accordance with NFPA#1 Uniform Fire Code. Florida edition.
As part of the site design,fire hydrants will be added to meet State and Local Fire Codes.The proposed
building will be equipped with a fire sprinkler system and double detector check valve assembly. The
site as designed will meet the development's fire flow requirements in accordance with NFPA#1,
Uniform Fire Code, Florida edition.
(7) Pedestrian walkways All develoqment and/or maior redevelopment must provide a minimum of five
foot wide continuous path of travel for pedestrians (sidewalksl. Sidewalks shall be parallel to all roadwav
surfaces and be at least four feet from the ed�e of the roadwav pavement. All sidewalk improvements
0:\Key Estates Tequesta Sr Housing 14-0902\Applications\Site Plan\Submittal Documents\11.07.16 Final Resubmittal for hearings\Statement of Use
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- Key Esta"res—Site Plan App(ication
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Page 12 of 12
shall be installed and maintained bv the adiacent propertv owner. Location, setback, width and material
shall be approved bv the villa�e.
A 5' wide sidewalk has been provided along the County Line Road as the edge of the right-of-way
easement. Sidewalks on the interior of the project range across various widths.
Permitting
All pertinent permits will be concurrently sought from the applicable county, state, and federal agencies.
Only preliminary conversations have occurred at time of site plan submittal. Most permitting will occur
upon site plan approval or during construction documentation stage of development.
• PBC Health Department: The Sewer permit from Pa/m Beach County Health Department cannot be
submitted until ENCON has completed their permitting process, approved the sewer plans and
signed the DEP applications. The Water permit from Palm Beach County Health Department
cannot be submitted until Village of Tequesta has completed their permitting process, approved
the water p/ans and signed the DEP applications. These permits will be applied for according to
that process/time-line.
• PBC School District: N/A
• Tequesta Fire-Rescue Department: Plans reflect meetings with the Department.
• Loxahatchee River Environmental Control District (ENCON): Capacity letter submitted.
• PBC ERM permit: A PBC ERM permit is not applicable for this site as there is no lake excavation/etc.
needed. Environmental remediation as separate endeavor.
• SFWMD permitting requirements: A Soufh Florida Water Management Environmental
Resource Permit will be applied for upon completion of construction plans. A water
use permit is nof applicable since potab/e water will be used for irrigation. The
dewatering permit will be applied for upon completion of the construction plans.
• Florida DepartmentofTransportation: N/A
• Metropolitan Planning Organization of Palm Beach County(MPO)
• Palm Beach Traffic Engineering Division: Complete/Letter
• Martin County Metropolitan Planning Organization: N/A
• Martin County Traffic Engineering Department: N/A
• Florida Power& Light: Capacity letter submitted
• Telephone service provider: Capacity letter submitted
• Solid Waste Provider: Capacity letter submitted
• Tequesta Water Department: Part of several comments and meetings through the special exception
process.
• Other:
Conclusion•
On behalf of the applicant, Gentile Glas Holloway O'Mahoney & Associates, Inc. respectfully request
approval of this application. The Project Managers at Gentile Glas Holloway 0'Mahoney & Associates, Inc.
are George G. Gentile, Emily M.O'Mahoney,Will Lui and Patricia Lentini.
O:\Key Estates Tequesta Sr Housing 14-0902\Applications\Site Plan\Submittal Documents\11.07.16 Final Resubmittal for hearings\Statement of Use
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�
* PTC
Transportation Consultants
• • • • • • • • • • • • • • • � • � • •
2005 Vista Parkway, Suite 111
West Palm Beach, FL 3341"I-6700
(561)296-9698 Fax(561) 684-6336
September 21, 2016 Certificate of Authorization Number: 79II9
Mr. Thomas Faure Romanelli
Key Estates US, LLC
1200 Bricke�l Avenue, Floor 18
Miami, FL 33131
Re: Key Estates ALF - #PTC76-046
Dear Mr. Romanelli:
The purpose of this letter is to respond to the Village of Tequesta's comments and Co provide a traffic
statement for the above referenced project to determine if the development meets the requirements
of Article 12, Traffic Performance Standards, of the Palm Beach County Unified Land Development
Code (ULDC). The site is located on Counfiy Line Road in the Village of Tequesta as shown on
Attachment 1. It is proposed to add 81 unit congregate care facility (independent living units) and 43
beds for an assisted living and memory care facilit.y. The bui�dout of the site is projected to be 2020.
The Property Control Numbers (PCNs) are 60-42-40-25-00-001-0030 and 60-42-40-25-00-000-
1080.
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-half mile is required to be analyzed.
A project traffic dislribution map is provided on Atlachment 3A. The maximum percent impact on
the study area roadways is 0.94% as shown on Attachments 3B and 3C. The project impact is below
1% of the adopted LGS D service volume, therefore ihe requirements of Test 1 are met. The project
does not have a Test Z 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.
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ec: Emily O'Mahoney
�inder T'routman C�nsulting, Inc.
Let[er Rnmanel/i 7Fi-046 9-2Y-11i
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9/21/2016
Tripgen 16-046 9-21-16.xlsx
Attachment 2
Key Estates ALF
Trip Ceneration
DAILY
ITE Pass-by
Land Use Code Intensity Trip Generation Rate(1) Total Trips Trips(1) Net New Trips
Con re ate Care Facili 253 81 DUs 2.02 /DU 164 - 0% 164
Assisted Livin Facili (2) 254 43 Beds 2.66 /Bed 114 - 0% 114
Total
278 278
AM 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 ate Care Facili 253 81 DUs 0.06 /DU (59/41) 3 2 5 - O�a 3 2 5
Assisted Livin Facili (2) 254 43 Seds 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 (SS/45) 8 6 14 - O�a 8 6 14
Assisted Livin Facili (2) 254 43 Beds 0.22 /Bed (44/56) 4 5 9 - 0% 4 5 9
Total 12 11 23 12 11 23
(7)Source:Palm Beach Counry Trip Generation Rates.
(2)Includes beds for the 10 units of Assisted Living and 5 units of Memory Care.
�
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9/21/2016
Assign 16-046 9-21-16.xlsx
Attachment 3B
Key Estates ALF
Project Traffic Assignment-Test 1 Significance
AM 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 Uninter. EB 20% 1 0.12% 1140 No
WB 20% 1 0.07°Jo 1140 No
County Line Road Site to Old Dixie Hi hwa 2L Uninter. EB 80% 3 0.28% 1140 No
WB 80% 6 0.49% 1140 No
Old Dixie Hi hwa to US 1 2L I EB 69°Io 3 0.31% 880 No
WB 69% 5 0.55% 880 No
North of Coun Line Road 2L I NB 1% 0 0.00% 880 No
Old Dixie Highway SB �% 0 0.00% 880 No
South of Count Line Road 2L I NB 10% 1 0.08% 880 No
SB 10% 0 0.00% 880 No
�
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l (1} p(p) 0(1) COUNTY LINE ROAD
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111 70 g�
SITE
LEGEND
2 -AM PEAK HOUR
(3) -PM PEAK HOUR
111 -ADT
9/21l16
16-046
KEY ESTATES ALF ATTACHMENT 4
PROJECT DRIVEWAY VOLUMES �T�
���cx�'o
ay �
p,� rd August 25,2016
s •
Nilsa Zacarias
�O Ip�, Viliage Planner
� Viilage of Tequesta
345 Tequesta Drive
Tequesta,FL 33469
Department of Engineerin� RE: Key Estates ALF(Revised)
and Public works Project#:160606
TRAFFIC PERFORMANCE STANDARDS REVIEW
P.O.Box 21229
West Palm Beach,FL 3341b-1229 Dear Nilsa:
(561)684-4000 The Paim Beach County Traffic Division has reviewed the Key Estates ALF Tra�c Statement prepared
F1iX:{56l)6sa-�o5o by Pinder Troutman Consutting, Inc, revised August 1$, 2016, pursuant to the Traffic Performance
www.pbcgov.com Standards in Articie 12 of the Palm Beach County Unified Land Development Code(ULDC).The project
is summarized as follows:
Municipattty: Village of Tequesta
� �ocation: South of County Line Road and approximately%.mile west of Old Dixie Hwy
PCN#: 60-42-40-25-00-001-0030;60-42-40-25-00-000-1080
Existing Uses: Vacent
Proposed Uses: 81 units of congregate care facility and 43 beds of assisted living facility
t►atrn Beach Couety Access: Three full access driveways on County Line Road
New Net Daily Trips: 278
Board o�Coanty New Net PH Trips: 11 AM(7/4)and 23 PM(12/11)
Commissioners Build-Out: December 31,2020
Mary l.ou Berger,Mayor Based on our review,the Traffic Division has determined the proposed development meets the Traffic
Performance Standards o#Palm Beach County. This approval letter supersedes the previous approval
Hat[t.vateche,vice Mayor Ietter issued by Palm Beach County Traffic Division on June 23rd,2016 for the same property.
Pautetce Burdick Please note the rec�ipt of a Traffic Performance Standards(TPS)approval letter does not constitute the
review and issusnce of a Palm Beach County Right-of-Way (R/W)Construction Permit nor dces it
shet�ey vana eliminate any requirements that may be deemed as site related. For work within Palm Beach County
R1W,a detailed review of the project will be provided upon submittal for a R1W permit application. The
steven 1..Abrams project is required to comply with atl Patm Beach County standards and may include RIW dedication.
Melissa Mci�;nlay No building permits are to be issued by the Village after the build-out date specified above.The approval
letter shall be valid no longer than one year from date of issuance, unless an application for a Site
Priscilla n.Taytor Specific Development O�der has been approved,a�apptication for a Site Spec�c Development Order
has been submitted,or the approval letter has been superseded by another approval letter forthe same
property.
If you have any qusstions regarding this determination, please contact me at 684-4030 or email to
county Administrator a�uan@pbcaov.org.
verdenia C.Baker SinCerEly,
1 6/►�'../,+V��
Quan Yuan,P.E.
Professional Engineer
Traffic Division
QY:sef
ec: Addressee
Andrea M.7routman,P.E.-Pinder Troulman ConsuHing,lnc.
Quazl Bar1,P.E.,Professional Engineer-Tra�c Division
Steve Bohovsky,Technical AssisiaM III-TraHic Oivision
File: General•TPS-Mun-Treff(c Study Revlew
F:1Tl2AFFICIMMT\MUNICIPALITIESWPPROVALS12016\160606-KEY ESTATES ALF REV.DOC
An EquaI O�portunity
Affirmative Action Emptoyer"
�printed on recycled paper
�t`'pOBsi•�
* *
��@-Res`� ��I�1�1L_�:��� ��� ��� �111�' ��'��
�,�
Department of Fire-Rescue Services
357 Tequesta Dr.Tequesta•Teyuesta,FL 33469 • P:{561)768-0550 F:(561)768-0693
Joel Medina,Fire Chief
October S,2016
Simmons& White
Attn: Amy Galvez
2581 Metrocentre Blvd W #3
West Palm Beach,FL 33407
Fax: 561-478-3738
RE: 4534&4546 County Line Rd
Dear Ms.Glavez:
This letter is to advise you that the above-referenced property has met the required Fire
Flow standards pursuant to the Florida Fire Prevention Code,NFPA 1, Chapter 18,and
you may now proceed with the permitting process.
The Flow Test results are as follows:
Date: 10/5/2016
Hydrant: West of SE Hillcrest Dr./County Line Rd
Static: 62 psi
Residual: 54 psi
Flow Pressure: 44 out of a 2 '/z"Orfice,with a coefficient of.97
Gallons Per Minute at 1193 na,44 PSI:
Sincerely,
r
Joe edina
' e Chief
�,/.�� AT&T Florida T:561.540-9262
l 120 N K Street
Lake Worth,FI 33460
August 21, 2016
Attn: Lauren Casasus
2581 Metrocentre Blvd, Suite 3
West Palm Beach, FI 33407
RE: 4546 and 4534 County Line Road, Tequesta FI
Dear Ms. Casasus:
This letter is in response to your request for information regarding availability of
service for your project 4546 and 4534 County Line Road, Tequesta FI. This
tetter acknowledges that the above-referenced development is located in an
area served by AT&T. Any service arrangements for this development will be
subject to later discussions and agreements between the developer and AT&T.
Please be advised that this letter is not a commitment by AT&T to provide
service to the above-referenced project.
The projected land use does not appear to encroach into any AT&T easements
nor does it appear that it will interfere with the provisioning of services.
However, should any of the adjacent aerial/buried/inside communication
facilities need to be relocated/adjusted those expenses incurred by ATT Florida
to accommodate the improvements will be the financial responsibility of the
property owner.
Please contact me with any comments regarding this response.
Thank you for contacting AT&T.
Sincerely,
�� ���z
Eddie Herron
MGR OSP PLNG & ENGRG DESIGN
� Proud SponSor oi t�e U.S.Dlymp�c Team
� .
Florida Power&L(ght Company
�PL
September 12,2d16
LaYu•en Cas:ts�Ys
Project L:ngineer
25 S 1 Metrocei�tre B lvcl. West, Stiite 3 -
P SG 1.�78.7848 e�t: I26
. f 561.478.3738
www.simnlansandwhite.com
Re: Key�states
Dear Lauretl
'Fhis is to con�rm that, at the present time, FPL has sufflc9ent capac�ty to provide electric service to the above
captioned properky.7his service will be furnished!n accordance with appEicab�e rates,rulss and regulations.
Ptease provide khe final site plan,site survey and electrical load data as soon as possible so the necessary
enginesring can begin.
�arly contact with FPI.is essentiai so fhat resources may be scheduled ko facilitat�availabiliry of service
when required.
Sincerely, �
-'�_�..,�--�.,--.�.�.�
Vaughn Moncrieffe
Technical Specialis#II
an FPL{3roup Company .
wnn�
w����
JEFF SABIN
GOVERNMENT AFFAIRS
WASTE MANAGEMENT 1NC.OF FLORIDA
7700 SE BRI�GE RD
Hose SouNo,FL 33455
PH:(772)545-1327
MoBi�:(772)263-0017
August 31, 2016
Ms. Patricia Lentini
Gentile Glas Holloway O'Mahoney&Associates, Inc.
1907 Commerce Lane, Suite 101
Jupiter, FL 33458
Re: Key Estates Senior Housing ACLF
Dear Ms. Lentini:
In response to your request for confirmation of service availability for the above
development,Waste Management of Martin County can adequately accommodate the
prescribed services as provided for in our Solid Waste and Recyclable Materials
Collection Services Agreement with Martin County.
We appreciate the opportunity to service the new community and look forward to
working with the developers and builders in making it an environmentally friendly project.
Please contact our Sales Specialist as your project proceeds, her contact information is
below, or myself.
Sales Specialist: Amanda Mindell—561-351-8658
If you have any questions or concerns, please contact us.
Sincerely,
JEFF SABIN
Government Affairs
Cc: Jason Vanderloo
Amanda Mindell
From: Am�Galvez
To: Pat Lentini
Cc: Emilv 0"Mahonev
Subject: Key Estates-Service Availability Letter response from Teco
Date: Wednesday,August 17,2016 9:52:21 AM
The package for site plan submittal will be couriered to you today.
Will this project require natural gas? See below response/email.
Not sure if this response needs to be submitted to VOT, but forwarding it for your use.
Thank you,
Amy Galvez, P.E.
Project Manager
SIMIVI.ON�WHITE
lYi1YEHIN� 1 /IAMMIM� 1 tOMfWl1Yi 1 31Mt[IN2
2581 Metrocentre Blvd. West, Suite 3
West Palm Beach, Florida 33407
P 561.478.7848 Ext. 111
F 561.478.3738
www.simmonsandwhite.com
From:Chamorro, MaxJ. [mailto•mJChamorroCa�tecoenergy.coml
Sent: Monday,August 15,2016 7:26 PM
To: Lauren Casasus<IaurenCa�simmonsandwhite.com>
Cc: Horton, Sherry L. <slhortonCa�tecoenerg�.com>;Walsh, Mike K. <mk���alshla�tecoenergy.com>;
Santiago,Judy<jx an iago�tecoenergy.com>
Subject: RE:Service Availability Letter
Hello Lauren,
1 regret to inform you that the nearest gas main is almost a mile away.
Should you need any additional information, please inquire with Sherry or
myself at those e-mail addresses.
Max J. Chamorro
Regional Project Manager
TECO Peoples Gas
5101 NW 215t Ave.Suite 460
Fort Lauderdale, FL 33309
Key Estates
Sections 25,Township 405,Range 42E
Village of Tequesta,Florida
Water Manasement Calculations
Prepaxed: August,2016
Revised: September,2016
Simmons & White,Inc.
25$1 Metrocentre Boulevard,West
Suite 3
West Palm Beach,Florida 33407
Cert. Of Authorization 3452
Outfall:
The proposed improvements will connect to the existing drainage system in the
residential development to the south as previously permitted(SFWNID Permit#50-
05523-P),which has ultimate outfall to the Loxahatchee River.
(The SFWMD permits refer to the development to ttie south as Willow Glen,but it is
now platted as Riverside Oaks.)
Sta�e-Storage Summarv:
Storm Event Sta�e Discharge(cfs�
5 year—24 hour '7.01 0.00
25 year—24 hour 9.55 0.00
25 year—72 hour 10.06* 0.00
100 yeax—72 hour 10.4** 0.00
* Minimum perimeter elevation to be set at 10.41 NCrVD
** Minimum Finish Floor Elevation= 10.5 NGVD
Stage-Storase Calculations:
See attached
� Cascade 20Q1 Version 1.0
25yr, 3day with 2.0 Ac-ft in trench AND NO BLEEDER Page 1
Project Name: Key Estates
Reviewer: AG
Project Number: 16-064
Period Seqin: Jan 01, 200Q;0000 hr End: Jan 04, 2000;0000 hr Duration: 72 hr
Time Step: 0.016 hr, Iterations: 10
Basin 1: 1
Method: Santa Barbara Unit Hydrograph
Rainfall Distribution: SE'WMD - 3day
Design Frequency: 25 year
3 Day Rainfall: 13 inches
Area: 7.55999 acres
Ground Storage: 2.78 inches
Time of Concentration: 0.16 hours
Initial Stage: 3 ft NGVD
Stage Storage
(ft NGVD) {acre-ft)
--------- ---------
3.00 0.00
3.50 0.25
4.00 0.50 ,
4.50 0.85
5.00 1.21
5.50 1.59
6.00 1.99
6.50 2.40
7.00 2.83
7.50 3.03
8.00 3.24
8.50 3.47
9.00 3.71 •
9.50 4.43
10.00 6.09
10.50 8.75
11.00 11.54
Offsite Receiving Body: Offsitel
. Time Stage
(hr) (ft NGVD)
--------- ---------
0.00 3.00
72.00 3.00
Structure: 1
From Basin: 1
To Basin: Offsitel
Structure Type: Gravity
Weir: Sharp Crested, Crest Elev = 10.1 ft NGVD, Length = 2 ft
Bleeder: None
Pipe: Diameter = 1.25 ft, Manning's n = 0.013, Length = 40 ft
US Invert Elev = 2.6 ft NGVD, DS Invert Elev = 0.7 ft NGVD, no flap gate
Cumulative Instant Current Cumulative Head Water Tail Water
Time Rainfall Runo£f Discharge Discharge Stage Stage
(hr) (in) (cfs} {cfs) (acre-ft) (ft NGVD) (ft NGVD)
__�------���-�---�------------�-------------- -� a���-
0.00 0.00 0.00 0.00 0.00 3.00 3.00
1.00 0.06 0.00 0.00 0.00 3.00 3.00
2.00 0.12 0.00 0.00 0.00 3.00 3.00
3.00 0.17 0.00 0.00 0.00 3.00 3.00
4.00 0.23 0.00 0.00 0.00 3.00 3.00
5.00 0.29 4.00 0.00 0.00 3.00 3.00
6.00 0.35 0.00 0.00 0.00 3.00 3.00
7.00 0.41 0.00 0.00 0.00 3.00 3.00
� Cascade 2001 Version 1.0
25yr, 3day with 2.0 Ac-ft in trench AND NO BLEEDER Page 3
SfiRUCTURE MAXIMUM AND MINIMUM DISCHARGES
------------------------------- --
Struc Max (cfs) Time {hr) Min (cfs) Time (hr)
----------�-------------------------------_---
1 0.00 0.00 0.00 0.00
BASIN MAXIMUM AND MINIMUM STAGES
________________________________________________�___________=__
Basin Max {ft) Time {hr) Min (ft) Time (hr)
____________________________=T-_________________=�___�_________
1 10.06 V 72.00 3.00 0.00
BASIN WATER BUDGETS {all units in acre-ft}
----------------------------------------- -- —
Total Structure Structure Tnitial Final
Basin Runoff Inflow Outflow Storage Storage Residual
_�a�-��-�s�- ---�--���------aa�--aQ--�--�----�-
1 6.39 0.00 0.00 0.00 6.39 0.00
� Cascade 2001 Version 1.0
25yr, lday with 2.0 Ac-ft in trench AND NO BLEEDER Page 2
Cumulative Instant Current Cumulative Head Water Tail Water
Time Rainfall Runoff Discharge Discharge Stage Stage
{hr) (in) icfs) (cfs) (acre-ft) {ft NGVD} (ft NGVD)
==8.00===--c==1.37--------0.88--------0.00----�--0.00-- - 3.21 3.00
9.00 1.71 1.33 0.00 0.00 3.39 3.00
10.00 2.13 1.93 0.00 0.00 3.67 3.00
11.00 2.69 3.21 0.00 0.00 4.06 3.00
12.00 6.56 42.89 0.00 0.00 6.03 3.00
13.00 7.67 5.60 0.00 0.00 7.78 3.00
14.00 8.18 3.29 0.00 0.00 8.51 3.00
15.00 8.50 2.15 0.00 0.00 8.93 3.00
16.00 8.80 2.14 0.00 0.00 9.10 3.OD
17.00 8.98 1.29 0.00 0.00 9.18 3.00
1$.00 9.16 1.29 0.00 0.00 9.26 3.00
19.00 9.34 1.29 0.00 0.00 9.33 3.00
20.00 9.52 1.29 0.00 0.40 9.90 3.a0
21.00 9.64 0.86 0.00 0.00 9.46 3.00
22.00 9.76 0.87 0.00 0.00 9.50 3.00
23.00 9.88 0.$7 0.00 0.00 9.52 �.00
24.00 10.00 0.87 0.00 0.00 9.55 3.00
STRUCTURE MAXIMUM AND MINIMUM DISCHARGE$
------------------------�------------�-----------
Struc Max (cfs) Time (hr) Min (cfs) Time {hr)
----------------------------------�-------------
1 0.00 0.00 0.00 0.00
BASIN MAXIMUM AND MINIMUM STAGES
_________________________________�__=____________=_=_________
_Basin____Max (£t) Time {hr) Min (ft) Time (hr)
-------=---------------=----�- _---------�-_------_-�---------
1 9.55 �24.00 3.00 0.00
BASTN WATER BUDGETS (all units in acre-ft)
_______________�____�_�________________________�____=________�-------------------
Total Structure Structure Initial Final
Basin Runoff Inflow Outflow Storage Storage Residual
______________�_______=====s�=�=�=�e����=__________�__________-----__�___------_
1 4.58 0.00 0.00 0.00 4.58 0.00
� Cascade 2001 Version 1.0
File: 5yr, lday with 2.0 Ac-ft in trench Date: September 21, 2016 Page 2
Cumulative Instant Current Cumulative Head Water Tail Water
Time Rainfall Runoff Discharge Discharge Stage Stage
(hr) {in) (cfs) (cfs) (acre-ft) tft NGVD) (ft NGVD)
----------------------------------------- - - -
8.00 0.96 0.35 0.00 0.00 3.Q5 3.00
9.D0 1.20 0.62 0.00 0.00 3.13 3.00
10.00 1.49 0.99 0.00 0.00 3.27 3.00
11.OD 1.88 1.77 0.00 0.00 3.49 3.00
12.00 4.59 27.28 0.00 0.00 9.91 3.00
13.00 5.37 3.68 0.00 D.00 5.85 3.00
14.00 5.73 2.17 0.00 0.00 6.12 3.00
15.00 5.95 1.92 0.00 0.00 6.28 3.00
16.00 6.16 1.42 0.00 0.00 6.43 3.00
17.00 6.29 0.86 0.00 0.00 6.52 3.00
1$.00 6.Q1 0.86 0.00 0.00 6.60 3.00
19.00 6.54 0.86 0.00 0.00 6.69 3.00
20.00 6.66 0.87 0.00 0.00 6.77 3.00
21.00 6.75 0.58 0.00 0.00 6.83 3.00
22.00 6.83 0.55 0,00 0.00 6.89 3.00
23.00 6.92 0.58 0.00 0.00 6.94 3.00
24.00 7.00 0.58 0.00 0.00 7.00 3.00
25.00 7.00 0.00 0.00 0.00 7.01 3.00
26.00 7.00 0.00 4.00 0.00 7.01 3.Ofl
27.00 7.00 0.00 0.00 0.00 7.01 3.00
28.00 7.00 0.00 0.00 0.00 7.01 3.00
29.00 7.00 0.00 0.00 0.00 7.01 3.00
30.00 7.00 0.00 0.00 0.00 7.01 3.00
31.00 7.00 0.00 0.00 0.00 7.01 3.0�
32.00 7.00 0.00 0.00 0.00 7.01 3.00
33.00 7.00 0.00 0.00 0.00 7.01 3.00
84.00 7.00 0.04 0.00 0.00 7.01 3.00
35.00 7.00 0.00 0.00 0.00 7.01 3.00
36.40 7.00 0.00 0.00 0.00 7.01 3.00
37.00 7.00 0.00 0.00 0.00 7.01 3.00
38.00 7.00 0.00 0.00 0.00 7.01 3.00
39.00 7.00 0.00 0.00 0.00 7.01 3.00
40.00 7.00 0.00 0.00 0.00 7.01 3.00
91.00 7.00 0.00 0.00 0.00 7.01 3.00
82.00 7.OQ 0.00 0.00 0.00 7.01 3.00
93.00 7.00 0.00 0.00 0.00 7.01 3.00
44.00 7.00 0.00 0.00 0.00 7.01 3.00
45.00 7.00 0.00 0.00 0.00 7.01 3.00
46.00 7.00 0.00 4.00 0.00 7.01 3.OQ
47.00 7.00 0.00 0.00 0.00 7.01 3.00
48.00 7.00 0.00 0.00 0.00 7.01 3.00
49.00 7.00 0.00 0.00 0.00 7.01 3.00
50.00 7.00 0.00 0.00 0.00 7.01 3.00
51.00 7.00 0.40 0.00 0.00 7.01 3.00
52.00 7.00 0.00 0.00 0.00 7.01 3.00
53.00 7.00 0.00 0.00 0.00 7.01 3.00
54.00 7.00 0.00 0.00 0.00 7.01 3.00
55.00 7.00 0.00 0.00 0.00 7.01 3.00
56.00 7.00 0.00 0.00 0.00 7.01 3.09
57.00 7.00 0.00 D.00 0.00 7.01 3.00
58.00 7.00 0.00 0.00 0.00 7.41 3.00
59.00 7.00 0.00 O.OQ 0.00 7.01 3.00
60.00 7.00 0.00 0.00 0.00 7.01 3.00
61.00 7.00 0.00 0.00 0.00 7.01 3.00
62.00 7.00 0.00 0.00 0.00 7.01 3.00
63.40 7.00 0.00 0.00 0.00 7.01 3.00
64.00 7.00 0.00 0.00 0.00 7.01 3.00
65.00 7.00 0.00 0.00 0.00 7.01 3.00
66.00 7.00 0.00 0.00 O.OQ 7.01 3.00
67.00 7.00 0.00 0.00 0.00 7.01 3.00
68.00 7.00 0.00 0.00 0.00 7.01 3,00
69.00 7.00 0.00 0.00 0,00 7.01 3.00
70.00 7.00 0.00 0.00 0.00 7.01 3.00
71.00 7.00 0.00 0.00 0.00 7.01 3.00
STRUCTURE MAXIMUM AND MINIMUM DISCHARGES
SIMMONS &WHITE INC.
2581 METROCENTRE BLVD.WEST,STE.3
WEST PALM BEACH, FLORIDA 33407
CERTiFIGATE OF AUTHORIZATION#3452
EXFILTRATION TRENCH LENGTH CALCULATION
Countv Line Road-Multi-Familv JOB NO: 16-064
DATE: 8/8/2016
L= V
K(Hz W +2 HZ D� - D�Z+2 H2 DS)+ (1.39 X 10�)W D� ,
V= VOLUME TO BE TREATED 24 AC-IN � a-D I�tL"�t
��
W= WIDTH OFTRENCH � 8 FT
K= HYDRAULIC CONDUGTIVITY 0.44118 CFS/SF-FT
H2= DEPTH TO WATER TABLE FROM CONTROL ELEVATION 6.0 FT
DU= NON-SATURATED TRENCH DEPTH 4.0 FT
DS= SATURATED TRENCH DEPTH O.fl FT
L= REQUIRED TRENCH LENGTH 242.80 FT
9 CONTROL ELEVATION
7 TOP OF TRENCH �
O4 PIPE INVERT �
3 BOTfOM OF TRENCH
� 3.0 WATER TABLE*
Hydraullc Conductivity Test Results
Key Estafes Senior i.iving ■Tequesta, Fiorida l�err�con
July 21,2016■ Terracon Project No. HD165098
' We appreciate the opportunity to provide geotechnical engineering servioes for this project.
Please contact us if you have any questions regarding this report.
Sincer�ly,
Terracon Ca�q uitants,inc.
`ti�lCiil!l/���
i*''`� P�dR����'j
`�, �;,,•' ' ��._ j,► `'i
��.���.• LtCEN,�•,,•��'-
.
� .:�..
� ' Na�49� =
r* .
:� ' �
•
�� . � : �-�
_ :
� i �i �!'�.
v
x.��, ',;�pTE OF ;'j���
�+ .
����� .
��f/�tt�titi����
Jaime Velsz, P.t. Kevin Aubry, P.E.
Senior Geotechnica!Engineer Senior Geotechnical Engineer
Register�ed, Florida 66418 Registered, Fiorida 38175
����r�.�
Attachments:
Sheet 1 —Field Permeability Test Location Plan
Sheets 2&3—Field Permeabilit�+Test Results
cc: Simmons and White, Inc.
Attn: Greg Bolen, P.E.
2 � t=� .7 2 - -. _ .._._.. __.__.._._---...
11'�rr�con
Project Name: Key Estates Senior Living Project No,HD165498
4534 and 4546 County Line Road
Tequesta,Florida •
TEST NUMBER: BHP-1
TEST LflCATION: See Test Lacation Plan
(Sheet 1)
'�iT�SU�FACE�RU�`IL�
Depth
feet Soil Descri non
0—0.5 Li ht brown limerock GRAVEL GP
0.5—7.0 Gra to li ht brown fine to medium SAND SP
Water Table Depth: 5.9 feet below ground surface on July 19,201 b
Constant Head Maintained at: Ground Surface
P�:�A�3II�IT'Y R�IJLTS
Uncased((n or Cased{C): C
Casing Depth(ft): ?
Casing Stick-up(ft): 4 .
Perfnraterl ten,gth(ft): S
Constant Head Fallin Head
Volume itsed �
. Start Sto llons Start Sto Dro
0 sec. 5 min. 117.5 -- -- _
*K,Hydraulic Conductivity(CFS/Ft2-Ft Head)
= 1.35x10'3
�
*(Reference: South Florida Water Management District Usua1 Open Hole Test Method)
Note:Borehole was charged with 347 gallons of water prior to initiation of te�t.
SHEET 2
State of Florida 8oard of Professional Engineers Authorization No.6870
Toli Fres($77)643.6832
<
�
i
Landscape ArchiEetts � Planiie:s Environmental Coi�suliants
irn..ere
G�NTiI.E GLAS Ht7l.LUWAY O`MAHQNEY&�ss�r�a�es,in�. `���'��y`�{��b�>:uF�
Imiq A1�trAl.�hru+r}n`•i.1
Ur��k�uw����,a��td��.nu i'
July14,2016
Ms.Nilsa Zacarias,Community Devetopment Director
� Department of Community Development
Village of Tequesta
345 Tequesta Drive
7equesta,FL 33469
Re: Petraleum Contamination Remediation Summary and map- �Id Rood Property at 4546
County Line Road-Proposed Key Estates Senior Living Cammunity
Dear Ms.Zacarias:
As requested pfease find here below a short summary of the petroleum impact history and recent
developmcnts at the proposed site.
Historv of Petroleum Impact on the Site:
Two diesel Underground Storage Tanks (U5T)were removed '+n December 1988 and were replaced by two
fiberglass USTs, which were subsequently removed from the site. From the spring of 1994 to June of 2000,
Arcadis performed site assessment activities, and received results of volatile organic aromatics (VOA} and
polycyctic aramatic hydrocarbons(PAH)greater than Groundwater Cleanup Target Levels(GCTLs}as defined
by Chapter 62-777 of the Florida Administrative Code(FAC).
1n March 2001,the Florida Department of Enviranmental Protection{FDEP)approved a Rernedial Action Plan
{RAP}for the clean-up of dissolved petraleum reported in the groundwater a#the former Rood Landsca�ing
Company(Rood) location.The RAP specified for the use of air sparging/vapor extraction (AS/VE)wells.The
system was installed in December of Z001, consisting of 4 shallow and 12 intermediate AS welis 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.
!n January 2005, the FDEP approved a RAP modification to modify the existing system with an additlonal
nine shallow A5 wells, two additional vertical VE wells, and new rernediation equipment. The system was
restarted in February 2006.
In December 2008, Arcadis removed 4,400 tons of petroleum impacted soil. On April 5, 2022, Shaw
Environmental Inc(Shaw),abandoned several welis on site, including monitoring welis DW-F, IW-L,IW-F,air
sparge wells AS-4S, AS-1pS,and micro-weli PZ-2. On April 2 thraugh April 9, 2012, Shaw remaved a total of
1,168.83 tons of impacted saii from the site. This soil was disposed of at the Okeechabee Solid Waste
Management Facility. A toial af 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 sail analytical data, canfirmed source removal and remedial action activities were successful at
cleaning-up site,with results befow SCTLs for all vadose zone soil samples.
Groundwater cvntarnination was however identified with dissolved phase hydrocarbon contamination
identified in MW-4 (above GCT�sa and MW-7 (above NADCs). Further wells have since been lnstalled at the
3�)tli Cumr��rrc��(.ane,5uitr 101 J�ipiicr, f-Ic�ricia 3344lt 5f}t•ri75-9557 5h1.575,i'L(il)1�aa �v���ti�•.'t�;h�s.ct�i»
Key Estates Senior Living#14-0902.1
Ju1y 13,2016
Page 2
---�---------------- -------------------------------------.__ ------------ — -- -- - --- - - --- -- - - -
-- - - _ -- - - - -- - - - - - -- -
request of PBC ERM and moniioring 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`h 2016 at the Viilage with the PBC ERM and during the
meeting the site manager from PBC ERM hydrologist and geotech engineers Alicia Andersen who has been
following #he petroleum restoratlon, and Clint Thomas another engineer present from PBC ERM stated:
"there is no concern for human health hazards from petrc�leum contamination as it currently exists at this
si#e. 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`h 2016,from Alicia Andersen)
Any proposed irrigation well will be placed with the advice of a specialist consuitant.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 luly 7`h meeting between the
Appiicant,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 Q'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 luly 8,2016);
3. Partner Engineering and Science dated luly 12,2011(submitted to Viilage on luly 8,2016);
4. History of Petroleum contamination of site(Shaw Environmental,lnc.)
5. Groundwater Analytical Map:lmpact zone(page 3 of this letterj
O:\Key Estates Tequesta Sr Housing 14-0902�Information&Research\Environmental Report\7.13.16 Cover Petroleum Contamination v.3b tfr.docx
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O:\Key Estates �^I : - �„�,w��� �AHO V�N30NYf7 ' w a. ; ;
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COMMUNICATlON LOG
Site ManagE Alicia Andersen li-�ui-i6
Team leade Mark Williams Reviewed by TL[ J
--- — ---- ----------
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Team/LP : Paim Beach County
Fas�lity ID: 5086231Q3 PO#Completed: PONADCA39
Address: 4546 County Line Road
Tequesta,�L 33469
Discharges: pate score P�ogram
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Curren! Company t�revPn�n�e>: Thomas Faure Romaneili,Owner
Owner
Name&Title Ematl P one Address
Key EstateS_.- - , �'tf��l�ei��es�at�s.com �` ���6�0=�� ��2��r�����ve�8th�L�iv�Atlli,F1��33�t
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Rp Company nraPcuwmef:
(lJdiJferent _..__�_
tt►an owner) Name&Ttt e � m il P o e dress
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Curren! Date Person Contacted Method Conversation Oetatis �
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Owner 7/8j2016 owneP: . � In Person see attached meet(ng notes_____ ___ _____
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Rp Date Person Contacted Method _ Conversation Details ,w�� ..�
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Atta�hment 1
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ThomaB Faure
Romanelli
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y , -
exceeded the arsenic SCTL;along with reported pre-excavation arsenic
ooncentrations in shaUow groundwater at a few select lo�ations on and off
the K�y Estates property{note:current Florida groundwater cleanup target
level{GCTL)for arsenic is 0.010 mgiLj.
• Figure F3:3ummary of Historic{2002-2008j Remedial Soll�xcavations
performed at the RLC property Including the estimated areal extents and
depths of excavations,areas backfllied wi#h clean soil,as documented by
ARCADIS,underlain by the Key Estates Site Conceptuai Development
PIaNBoundary.
Conclusions/Su�gsstions
Based on the available site information and recotiection of the historic
soiUgroundwaker sampling/analyses and historic soil excavatioN clean backfill areas,
it is this aulhor's opinion ihat it is highly unlikely that the unsaturated soil and shailow
groundwater on the Key Estates propeny contains arsenic above current Florida
cisanup target levals for soil and groundwater.
It is suggested that this ietter repor#and figures be shared with the
Village of Tequesta and a teleconference or meeting be arranged to revlew and
answer questions.
Sincerely,
ARCADIS U.S.,Inc.
Wiiltam D.Vogeiso ,P.G.
Principai Hydrogeologist �
Enclosures: Figures 1-3
Reference:l�vailable RLC Repons(ARCADIS,2002-2408j
G:U1Projacu18N1Key Eslates(Rood)1LetterReport 7�2014UCeyEstates Letter of ExplanaUon7-15-f B.dxx
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� I I � _ - - .' �\:`•.:' '�'i I Q.-,, :' ,:I;::,_ -:'`,'.;..',',_;`:.I.,"-:_:: �eques�n � � i COUNIYLINEROAD,TEQUESTA FLORIDA
� I.cnd 1,o-:1.rnr llrneit�• ' KEY ESTATES �
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.. _ _� ;
� ( ; ....�_. ' ...�:.-� � � � - I REMEDWL SOIL EXCAVATION8
� � SOILARSENICIMPACTS '�"���������w:�r�wrii�i�i�rr= �gn�„�j;.i 1���, i ATFORMERROODLANOSCAPING
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i� /aRCJ�DIS ; �� �,� � ,
I fornaturaland
bullt assets
Ms. Nilsa Zacarias, AICP
Arcadis U.S.,Inc.
Community Development Direction 1500 Gateway Boulevard
Village of Tequesta sU�te Zoo
345 Tequesta Drive Boynton Beach
Tequesta, Florida 33469 Florida 33426
Tel 561 697 7000
Fax 561 369 4731
www.arcadis.com
Subject:
Confirmatory-Cleanup Assessment Report for Historic Arsenic Impacts at Select ENVIRONMENTAL
Surface Soil and Shallow Groundwater Locations/Areas, Key Estates (former
Rood Landscape Company) Property, County Line Road, Tequesta, FL
Date:
August 31, 2016
Dear Ms. Zacarias: con�a�,:
Per the August 17, 2016 meet discussions, the August 18, 2016 Confirmatory- William D. Vogelsong
Cleanup Assessment Plan, Village of Tequesta (VOT) representative (Nutting)
Phone:
Plan review comments dated August 22, 2016, enclosed is a letter report of the 561-662-8223
results of the confirmatory-cleanup sampling performed on August 24, 2016 at
historic arsenic contaminated soil and shallow groundwater locations on the Email:
subject property (Arcadis 1998-2004) as described in letter of explanation/figures william.vogelsong@arcadis.com
(Arcadis July 14, 2016). A brief description of the Plan sampling,field and
laboratory analytical testing, and results follows. o°"ef:
WF900299.0001
CON�'IRMATORY-CLEANUP ASSESSMENT RESULT'S F w
HISTORIC (ROOD LANDSCAPE COMPANY) ARSENIC
IMPACTS IN SOIL AND SHALLOW GROUNDWATER
��trfa�ft .S„�! �at7t��le R��i�lt•
Four confirmatory-cleanup surface soil samples (CCSS-1 through CCSS-4)were
collected in the former Equipment-Vehicle Maintenance (EVM) area located in
the western portion of property as shown on enclosed Figure F2,to verify the
adequacy of reported historic soil remedial efforts. Copies of soil boring logs
generated by a state-licensed professional geologist are presented in Appendix
A. Soil samples collected from each of the four borings were delivered to a
NELAP-accredited laboratory for confirmatory-cleanup analysis of arsenic by
EPA Test Method 6020 by a NELAP-accredited laboratory. Copies of the
laboratory sample reports are presented in Appendix B. The arsenic
concentrations reported in th�August 24, 2016 confirmatory-cleanup surface soil
Page:
G:�AProjects\EN\Key Estates(Rood)\WF900299.0001\Report\Confirtnatory Cleanup Soil and Shallow Groundwater Assesment Rpt 831-16.docx 1/3
� Nilsd Zacarids
August 31, 2016
Based on the sample results reported herein, Florida cleanup target levels for arsenic in soil and
groundwater in Chapter 62-777 and risk based corrective action cleanup criteria in Chapter 62-780, FAC,
the following is recommended:
• Proceed with unrestricted use of site soils.
• Perform supplemental shallow groundwater sampling/analysis in the area of Well CCEVM-1 to
determine the full lateral extent of arsenic above Florida GCTL in shallow groundwater.
• Upon completing delineation of the full lateral/vertical extent of arsenic above Florida GCTL in
groundwater, consider either 1)filing a restrictive covenant on the portion of property containing
groundwater that exceeds Florida arsenic GCTL to restrict use of the shallow groundwater in only this
portion and depth on the property or 2)devefop a remedial action plan for reducing the arsenic in
groundwater to below the Florida GCTL.
I,William D.Vogelsong, P.G. No.525,certify that I currently hold an active license in the State of Florida and
am competent through education or experience to provide the environmental services described in this
Report prepared for the subject property. I further certify that, in my professional judgment, this Report
meets the requirements of Rule 62-780 FAC and was prepared under my responsible charge. Moreover,
I certify that Arcadis U.S. Inc., holds an active certificate of authorization No.G6564 to provide this
se i �` ,
,���• ,,'
� p�•• ..� .
.
. t� � .
" • • ♦ .� •
_ . *.
Willi�n D:Vog�sp�9, P.C�. _
Princi�a��iydr�qB����q ,
State of'�j�s��s���cg`�25
Date: 8-3'��'��°eooaop°°�,
Enclosures:
Table 1
Figure F2 Summarizing Historic Arsenic in Soil and Shallow Groundwater Assessment Results and
August 2016 Confirmatory-Cleanup Arsenic in Soil and Shallow/Groundwater Sample Results
Appendix A-Well Construction Logs, Groundwater Sampling Logs, Boring Logs and
Appendix B- Laboratory Sample Analytical Reports
Page:
G:1AProJeclsIENUCey Entates(Rood)1WF900299.0001\RepaHConfirmatory Geanup Shc end Shallow�roundweterAssesment Rpt 8-31-16.docx 3/3
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WELL CONSTRUCTION AND DEVELOPMENT LOG
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Wall Number: � Site Npme: �5� . FDBP Facility I,D.Numba: Well s):
CC �✓l�'1— 1�(� g
w���;on�a���n�����: wou r�o�: �—P«��a Man,to� Well Inatal Mathod:
�4D`�e �"" Ri�t-of-WaY $.''9�allnw(Watea-TaHe)Monitoring � �/�
�Off-Site Private Property ,�- ��tto� I�J
Intermeci�te or
r Above Gtade(AC�j �Flueh-to-Cirsde �""Remedi�tan or Otber(descn'bo) Surfaoe Cesing Insfall Metk�i:
if AG,Isst Soot afrixr abovc lend wtt6nce: _�.._.•..•.••.••
� Bnrehole Dapth VJeI]Depth Borchole Diameter Manhole Diameter Well Pad Size:
(�tT � (f�)� � � (inches): $..lS (inchas): ,�fcet by �fret
Riear Dism�a sad Materiel: Riaer/Screea �FhBh-Thmaded Riser Length: feet
� �� Connections:
G �` Othea(deecr�) from �_ fat to ,�faet
Scseem Diemetes and Material: 3caee�Sbt Size: Sereen I.oagth: 1i� feet
� " ✓t D D � .�. �� �sr�c
1"su�ce easing MaLer;el: �'�s„rface cea;ng r.n.�mches�: 1'�su�Ce casing Lengtn: roc�
e7eo CheClc: J�Pamenent �""TanPo�Y from 0 fe�t tp feet
2ed Swfgca Casing Material: 2nd 5urface Casing I.D.(inches): 2°°Surfece Casing I.ongth: fe�
elso cLock: r` Pam��t �'"Tsmporazy from 0 feet to feet
3�S�uface Casing Meterial: 3�"SurFaoe Casing LD.(inch�): 3'�Swfaee Casmg Leng#h: foet
sleo ehecic �Pamaneat ;�`"TemPo�Y rnom 0 fcet w fcet
iher Pacic aterisi and Size: Prq�acked Filter Around Scs+�(chack one). Filter Peck I.engkl�: 1L faet
I.engk
'�4 �'d ������ �"' Yos No from feet to /�fest
Filta Pack Seal Maberisl snd Filter Pack Seal L.ength: 1 �
size: �-rr..e rrom ,,,� �� ,,,��
Swiacx Seel Mefuial: Surface Seal I.e�gth: �
T G+, from �_ feet to �feat
, ' . � � i �t. , "T ,/ Y c,�
Well Deve t : YJeII Develop�ea�t Method(che�lc one): r�/p�p g�
� 23 /6 �"oweca�,�� 1�' p T"co��ana
�OP�t�P T�'Pa��0�)� �Centrifnpp! �'Poriataltic �P�to Ciroundwata(before developittg in feet):
�"' S��hmerahle �`�'Other(dea�dbe) ,�,
Pumpiag Rata{galluns p�minute): Meximum Drawdowu of Groundwater During Well Purged Dry(check one):
�.Z Developm�t(fcet}: f✓IL1 r" Xes �No
Pumping Candition(check one): Total Developm�t Wat� Dcvelopmatt Duration Developmeat Water Ihummed
C:ontinuous �`"�ntamittau Removed(galions)�, s� (minutes): 3� (check one): �" Ysa �No
Water Appearance(oolor and odor)At Start of Developmart: Water Appearance{oolor and odor)At End of Developmeax
P�o vd� � no� �1��,r-
>,,a_.;n.;i;: r:s-5>,���;' ;,�a
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CROUMDbYATER S�AAAPLlhR�LOG
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w �►m: - ''' s,uaa�io- aarE: s�
Pt1RGlNCs DATA
WELL � TUBING �8 WELL INTERYAL STATICDEPfH � �j� PURpEW►e+7ypE �
DMMEiER inchee: DlAt�TER DEPiN: eat TO WATER �a OR LER:
NIELL YOLUTAE PUROE: i W�I Yolwns = (TOTAL WELL DEPTH - BTATlC DEPTFi TO WATER j X WELL CAPACtTY
{only 1iC aut 11 yyre�ble) c � {� !.f /D �) X V 1{�/ 9��lelfoo!= flellona
1/ V 1�31
EpUtPMENT YOLlNOE PURGE: t EQU{PeIENT VQL �PUMP VOLUME +(TUBINCi CAPACITY X 3UBING LENC3TH)+FLOW CELL VOLUME
S�h'rte out Y rppuc�b�e) . �p�p�y+� Oelbnslfoot X fest)t
QdMOf16 � 08�Dfi!
qd1TIA1 PUMP OR Ti1BM0 FMIAL PUMP OR TUBtlJO PUF2f3M6 r �} PUPoGING 70TAL VOl,U1�E
DEPTHINWELL DEPTHINWELL(taetr pJITV11£OAT: (�7�d ENDEDAT. /��� PUADEp(pNbnak �r�
CUA11Jl.. pEPTH
.�.�� VOLUME yp�� PUfiGE TO py 7EMp COND DISSOLVED
7URBlDITY COLOR OOOR p�p�my�
PUROED PUROED RA3'E WATEF (�tardard C�) U��) 0%YGEN{mgfL) ���) I�{y�) (de�plbel
h �)
� 1 �1 1 • 1 j�' j /
A 1 � � 11 �r �
-7 1 � � ls s � �� � 0 J
� ��t � . �� �� o��
rreu.u�r,►cmgrtwAwFeoq: �a�^.o.ox: r-o.a: �s�-.o� r.o.ia r-o.ar, r-ose: 6^-t.at r-�nr; !l.6�E8
TI�Wf! mE CAPAIIITY(iet 11D"�0.0008• �t56"�OA014• 7/4•=00928• 6l16"�0.091• `•O.ODB• f �0 !Y!"•OA7
Pi1ROW0 EQINVY�AfT CODE6: B�Baix BP:Bisdder PumP, ESP=Ekcbic Subm�7S�e Pum PP�PeibteclUc:�urtp; 0�Otl�sr
SAMPLlN(i DATA
s�en gr�ru+r7�ar�wT�or+: suu�x�a�s)s�u�s: l�
Ye �7lJ�.R.JARGWiS �/1��v1./ WSYf1ATEDAT: '���J END DA�7�. �IC�
PllV,PORTUBRJCi Tl�INO H� FlEL0.FATERED� Y �7ERSiZE
DEF7H IN WEII.(fs�: pqq'�p�q(, E u t7
F1ElD DEC,ONiAIWNA710N: PUAp V N TllBING Y N(raMaced) DUPLICATE; Y
SAMPLE ANER BPEGFlGTION SAMPLE PRESFRVATIDN �Np�p �T�p,p S�LE PUM�
E ID p MATFji4LL �� PRE3EFNATNE TOTAL VOL F1NA1. ANALYSIS ANDlOR EQUIPMENf FLOW RAif
COtfTAM1ER8 COOE U3ED i1DDED N FlE1D(�1 D� NET}10D CODE (mL Oer mtnutej
�S r1 C - - f'5+�1 �t't
E�
r�auwcs:
WTERLII. s NMw'8 e Cbar 04N• HDPE�H h Pd bne' ne• 6 a SAleone' T�Tdldl' 0=OUw
lIMPUHO E�CODlE: RPP=ARer Pe�buMic Wmp; 6�8dbr; BP e BYOCsr Fump� EEP=Ebcbtc 8uWnereble PumP. RFPP�Re�fe Fbw Pvfsfattic Pump;
8M� G cuum Tta• 0•
warEs: �.nw acow,no�a con�a.n�r u»mr�,.uoa nywrw er a�.�a•�w.FJ1.C.
2.ar�¢�rrori cwter�,Fota awc�e oF vatunoN oF usr n�r�c�r�sEcunvE�w+os(s�Fs 2zt�,secrio►+s)
OFt t 02 uNts TMnpaapin t 02'C SpcNk Canducpnu:2 6%DUsoNW Oxyp�n:atl readnq f 2076 whntlan{we Ta6N PS�o47a;
optlorrly.3 02 rtiyl.a 31p%(wfYehd�p k qresfwj TulbWqy:rl raednps s 2D NTU:ap/orWy t 6 NTU w31014(whklxxt a ya1e�
Florida Departm�t of Eavironmentai Protection-Division of R'sste Management-Bimeeu of Petroleum Stoiage 5yetems
�0��� ���
Page l of �
oring/Well Number: Permit Number: FDEP Faciliry Identification Nwnbec:
CCSS— .�
Site Name: Borehole Start Date: y / Borehole Start Time: /�3 �` ,�q � pAg
�,� Y-i cs��s End Date: � ��p End Time: /O t(Q s}� AM i PM
Envitonm ta]Co . Gcologist's Na�,e: �� Envlronmental Tochnician's Natne:
°��. V
Drilling Cot�any: Pavement 77u�(inches Borahole Diemetar(inches): Borehole Dcpth(feet):
,V t�
Drilling M od(s); Appecmc Bon6ola DI�V(in feet Meeaurod Well DTW(io foa aftc OVA(liat model and che.ck type):
fivm so�7 moisdu�e content): wata�recLarges in well). �r� FID � PID
Dispoeidon of Drill Gtittings[check mathod(s)]: d Drum � Spread � Beck�ll . StocYpile ,` Other
(descrilie if ather or multiple tte►ns ore cbecked):
Borehole Cmnpletian(cher�c ane): � Well .'W Grout '�1" Bentonita �Baeld'ill �: Other(des��o)
� � � Lab Soll and
� � �' � v� ° � � ° Groundwater
� '0" �, � � � � Sample Descrlpfloa � �
� � (�' � bd � p ,� (Include grxin dze b�red oa U6CS,udors,smining, vi � SSimplee(8st
� �+� � � � q � � � � aad otleer rtmRr{�) � � and,dqrtp or
S� � �C � � Q temport�ry rc,�eeu
.. �
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l�$�_
2
3
4
S
6
7
8
9
10
11
12
Samplh Type Codes: FH=Post Hole; K�.=Fisnd Aug�; 3S=3p};t Spoon; 3T=$heltry'it�ls� DP=D1rt�f Puah; aC=Sonic Corc !SC @ Drill Cuttings
Moisture Confeat Codes: D=Dry; M=Mois� R'=Wct; S=Sehuated
Florida Deparhnent of Environmenta]Pmtection-Division of Weste Management-13uirau of Pctroleum Storage Syste�a
���6T� �..�Q"�
Page 1 of �
Boring/Well Numbar: PermiY Numbea: FDEP Faciliry Td�tificafion Number:
Sitc Name; Borehole 5tart Dabe; ?� / Bot�ehole Start Tmsc: �QS''S" 0 pM �" PM
� Cis-},y,�^P.� End Date: �/'2Y 1�y End Time: (1 d� � AM �' PM
Environm�tal ntractor. Geologist' Name: Environmental Teclmicien's Name:
��.�� � �''I,�G1�,.,�
'ling Compeny: Pave�mnt Thi_�lg�s(i es): Borehole�ameter(inches): Bom�ole Dep�(feex):
/'��` o� �i
'ilin tjhod(s): Appmrat Bor�ole D7Vi'(in feet Measurod weL DTW(in feet after ovA{list model ana check type):
tlJ,.
i�7 finm soil moieturo contmt): waterieahnrgeB in well): FID ! PID
DisposItion ofDrill Cuttings[checkmethod(s)J: ?L Drum `'� Spread f Backfill ,` Stoclq»7e � Othea
(describe ff other or multiple items nne checked);
Boraholc Comp3etion(c�►eck one): � V✓ell ; Cnout : Beatonite �,'� Beckfill Y" Other(desc�'be)
� � � � � Lab soil ana
� �� �` � y � y�g '� Sample Description y � Samples a(ust
ee ;:, m � bG R �
� �. � O O r (�ciade grain dze iuted on USCS,odorc,ttainfng, v�
� Q,d � � �+, � C C � � and ether ranarl�s) `� o �mP a�°umber
a a
es � � � � '� v i�.. � �Otai'v S!!'6l�L
e� �
� a•1 i� a ��3��' �r�y}tr�wr�`� {� �
I�o�
2
3
4
5
6
7
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9
10
il
12
Sample 7'�pe Cs�Qe�: �H�Po�t Hol�; �A=}Iemsl Auger, &S=Spl#t Spaan; S7'=Shelby'h�Fe; DP=Direct Pash; SC=Sonic Core; DC=Drill G`uttings
Moishue Contmt Codes: D=Dry; M=Moish, W=Wefi S=Sarittatod
s� Jupiter Environmerdal Laboratories,Inc.
u � j� f.1.. r� 150 S.Old Dbcie HlgMvay
�`r Jupiter,FL 33458
Phone:(561)575-003D
Fax:(581)575-4118
SUMMARY OF HITS
Workorder:1647868
Project ID: Key Estates WF900299.0001
Lab Sample ID Client Sample ID ResulU
Analyte Qual PQL MDL Units Method
1647868001 CCSS•1
Percent Solids(Dryweight) 94.7 0.1 % SM 2540G
Arsenic 12 0.53 0.087 mg/Kg EPA 6020
1647868002 CCSS-2
Percent Solids(Drywelght) 94.7 0.1 % SM 2540G
Arsenic 1.2 0.53 0.087 mg/Kg EPA6020
164T868Q03 CCSS-3
Percent Solids(Dryweight) 97.1 0.1 % SM 2540G
Arsenic T.3 0.52 0.084 mg/Kg EPA6020
1647868004 CCSS-4
Percent Solids(Dryweight) 96.8 0.1 °k SM 2540G
Arsenic 0.50i 0.52 0.085 mg/Kg EPA6020
1647868005 CCEVM-1
Arsenic 35 2.0 0.65 ug/L EPA200.8(Total)
1647868006 CCPSL-1
Arsenic 0.6fii 2.0 0.65 ug/L EPA200.8(Totat)
Report ID: 1647868 Page 2 of 14
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Jupiter Environmenfal Laboratories,Inc.
� � � � � � � � i i W S.Old Dixle Highway
i
Jupiter,FL 33458
' Phone:(581)57�0030
Fax:(561)575-0118
SAMPLE SUMMARY
Workorder:1647868
Project ID: Key Estates WF90U299.0001
Lab ID Sample ID Matrix Date Collected Daie Received
1647868001 CCSS-1 SoiUSolid 8/24/201610:30 8/24/201613:45
1647888002 CCSS-2 SoiVSolid 8/24/201610:40 8/24/201613:45
1647868003 CCSS-3 SoiUSolid 8/241201610:50 8/24/201613:45
1647888004 CCSS-4 Soil/Soiid 8/24/201611:D0 8/24/201613:45
1647868005 CCEVM-1 Aqueous Liquid 8/24/2018 12:25 8124/2016 13:45
164788800fi CCPSL-1 Aqueous Liquid 8/24/2016 13:35 8l24/2016 13:45
Report ID:1647868 Page 4 of 14
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without the written consern of Jupker Envlronmentel Laboratorfes,Ir►c..
� �,
Jupiter Environmental Labora6�ries,Inc.
u � !� �` � 150 S.Old D'aie Highway
Jupiter,FL 33458
Phone:(561)575-0030
Fax:(561�575-4118
ANALYTICAL RESULTS
Workorder:1647868
Project ID: Key Estates WF900299.0001
Lab ID: 1647868002 Date Received: 8/24/2016 13:45 Matrix: SolUSolid
Sample ID: CCSS-2 Date Collected: 8/24/2016 10:40
Parameters Results Units PQL MDL DF Prepared By Analyzed By Qual
Wet Chemistry
Analysls Desc 2540G Percent Solids(Dryweight) Malyticai Methal SM 2540G
Percent Solids(Dryweight) 94.7 % 0.1 1 8/25/2016 17:19 BFM
Analysis Desc EPA 6020 Metels SCAN by ICP/MS(S) Preparation Method EPA 3050B
Analytical Method EPA6020
Arsenic 1.2 mg/Kg 0.53 0.087 2 8/25/2016 10:49 ZS 8/25/2016 15:27 ZS
Report ID:1647868 Page 6 of 14
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without the written consent of JupRer Environmental Laboratories,Inc..
1� �.`
Juptter Environmental Laboratories,Inc.
u � f��=', � 160 S.Old Dixie Highway
Jupiter,FL 33458
Phone:(561)575-003D
Fax:(561)575-4118
ANALYTICAL RESULTS
Workorder:1647868
ProJect ID: Key Estates WF900299.0001
Lab ID: 1647868004 Date Received: 8/24/2016 13:45 Matrix: SaillSolid
Sample ID: CCSS-4 Date Colleded: 8/24/20i6 11:00
Parameters Results Units PQL MDL DF Prepared By Malyzed By Qual
Wet Chemistry
Analysis Desc 2540G Percent Solids(Dryweight) Analytical Methad SM 2540G
Percent Solids(Dryweight) 98.8 % 0.1 1 8/25l2016 17:19 BFM
Analysis Qesc EPA 6020 Metals SCAN by fCP/MS(S} Preparafion Method EPR 3050B
AnalyfJcal Method EPA 6020
Arsenic 0.50f mglKg 0.52 0.085 2 8/25/2016 10:49 ZS 8/25/2016 15:35 ZS
Report ID: 7647888 Page 8 of 14
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Juptter Environmental Leboratories,Inc.
u ��t�? f 150 S.Old Dbcle Highway
Jupiter,FL 33458
Phone:(561)575-D030
Fex:(561�575-4118
ANALYTICAL RESULTS
Workorder:1647868
Project ID: Key Estates WF900299.0001
Lab ID: 1647868006 Date Received: 8/24/2016 13:45 Matrix: Aqueous Liquid
Sample ID: CCPSL-1 Date Collected: S/24/2016 13:35
Parameters Results Untts PQL MDL DF Prepared By Analyzed By Quai
Analysis Desc:EPA 200.8 Metals(W) Preparation Method EPA2U0 2 mod.
Analytical Method EPA200.8(Total)
Arsenic 0.66i ug/L 2.0 0.65 4 8/24/2016 16:47 ZS S/25/2018 12:58 ZS
Report ID:1647868 Page 10 of 14
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without ihe written consent of Jupiter Environrt�ental Laboratories,Inc..
: � �
Jupiter Emironmental Laboratories,Inc.
� u � i ! +; ' 150 S.Old Dixie Highway
Jupker,FL 33458
Phone:(561)575-0030
Fax:(561�75-4118
QUALITY CONTROL DATA
Workorder:1647868
Project ID: Key Estates WF900299.0001
QC Batch: MXX/7873 Analysis Method: EPA 200.8(Totai)
QC Batch Method: EPA200.2 mod.
Associated Lab Samples: 18478530D1 1647866001 1647868005 1647868006
ME7HOD BLANK: 103339
Blank Reporting
Parameter Units Result Limit Qualifiers
Arsenic ug/L U 0.18
LABORATOF2Y CONTROL SAMPLE 8 LC5D: 103340 103341
Spike LCS LCSD LCS LCSD %Rec Max
Parameter Units Conc. Result Result °/a Rec %Rec L(mit RPD RPD Qualifiers
Arsenic ug/L 50 46 47 92.3 93 85-115 2.15 20
Report ID: 1647868 Page 12 of 14
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�y�
� u p i t e r .lupiter Environmental Laboratoties,Inc.
150 S.Old Dixie Highway
Jupfter,FL 33458
Phone:(561�575-0030
Fax:(561�575-4118
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Workorder:1647868
Project ID: Key Estates WF900299.0001
Analytical
Lab ID Sample ID QC Batch Method QC Batch Analytical Method Batch
1647868001 CCSS-1 SM 2540G WGR/2897
Report ID:1647868 Page 14 of 14
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� �
�`1'�►�i�i6 ��r,I.�. [��C.��.I�`� � �t.����-1F������ ���� S�_���._`! ,
�� .
iClient lnformation �
Si�G: 16a7868 �7eq: 7a9
Ciient: ARCADIS Project: William Vog
I Level: 1 Date Rec'd: 8l24/2016 1:45:00 PM
Rec'd via: Ciieni (
Cooler Check 1
Security Tnpe
ID Temp #of samples Present #ntact Method of Receipt Comments
4 6 i !
Checked By: �'��
Sample Verification ''
' Loose Caps? �o Ail Sampfes on COC accour�ted For? Yes ,
I
8roken Containers? No All 5amples on COC? Yes i
f �
� pH Verified7 Yes Written on Interrtal COC? No
� pW Strip Lot# HC573149 Sample Vol.Suff.For Anatysis? Yes
i
Ac(d Preserved Samplss Lot# 13�79 Samples Rec'd W/i Nold Time? Yes
Sase Preserved Samples Lot# Are All Samples to ba Analyzed? Yes i
� Samples Received From Client Correct Sample�ontainers? Yes
I Soil Origin(Domestic/Foreign COC Comments written on COC? No
I Site LocatlonlProject on GOC? Yes j
Samplers Initlals on COC7 Yes
�
'Client Project#on COC? Yes �mpie Dateffime lndicated? Yes
Project Nlgr.indicated on COC Yes TAT Requested: RusH
�COC relin uishedlDated b Client? Yes �
p y Client Requests Verha!Results7 No �
� COC ReceivediDated bv JEL Yes
JEL to Conduct ALL Analyses? Yes
I
Subcontract Analysis
Parameter �a Lab Name Comments
Wednesday,Augusi 24,2016 Page 1 of 1
www.Jupiteriabs.wm J.E.L.Log# �L,��g
u p i te r 150 S.Old Dixie Highway,Jupiter,FL 33458
(561)575-0030•(888)287-3218•clientservicesQjupiterlabs.com P.O.# _____.___
Quote#
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Jupiter E�vtronmer�l Laboratories,Inc.
u p�t e r 150 S.Old Dbcle Highway
,:i,;;�.- , . _ ._ ,
Jupker,FL 33458
Phone:(681�575-0030
Fax:(581�iT5-4118
QUALITY CONTROL DATA
Workorder:7647868
Project I0: Key Estates WF900299.OD01
QC Batch: MXX/7877 Analysis Method: EPA6420
QC Batch Method: EPA 305UB
Associated Lab Samples: 1647868001 16478B8002 1847868003 1647868004 1647870001 1647870002
METHOD BLANK: 103371
Blank Reporting
Paremeter Units Resuk Limit Qualifiers
Arsenic mg/Kg U 0.041
LABORATORY CONTROL SAMPLE 8 LCSD: 103372 103373
Splke LCS LCSD LCS LCSD %Rec Max
Parameter Units Conc. Result Result %Rec °k Rec Limit RPD RPD Qualifiers
Arsenic mglKg 10 10 10 104 104 80-120 0 20
MATRIX SPIKE SAMPLE: 103375 Or�inal: 1847874014
Ortginal Spike MS MS %Rec
Parameter Unifs ResuR Conc. ResuR °k Rec Llmits Qualifiers
Arsenic mg/Kg 0.68 20 20 98.3 75-125
SAMPLE DUPLICATE: 103374 Original: 1647874014
O�Iginal DUP Max
Parameter Units Result Resutt RPD RPD Qualifiers
Arsenlc mg/Kg 0.B8 0.83 11.1 20
Report ID:1647868 Page 13 of 14
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This report shall not be reproduced,exoept in full,
wlthout the writhen consent of Jupker Ernimnmentai Laborator(es,Inc..
.,�d1u�1
Jt�tter EnvironmerHal Laboratofies.Inc.
u p�t e r 150 S.Oid Dixle Highway
Jupiber,FL 33458
Phone:(561)575-0030
Fax:(581}57b-4118
ANALYTICAL RESULTS QUALIFiERS
Workorder:1647868
Project ID: Key Estates WF900299.0001
PARAMETER QUAIJFIERS
PROJECT COMMENTS
1647868 A reported value of U indicates that the wmpound was analyzed for but not detected above the MDL. A value
flagged with an"i"flag indiqtes�at the reported value Is between the laboretory method detection limit and the
practical quanbtatlon limi�
Report ID:1647868 Page 11 of 14
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without the written conserrt ot Jupiler Environmerdel Leboratories,Inc..
-���
JupfOer Ernirorwrier�Tal Laboratories,Inc.
u p�t e r 150 S.Old D'ocie Hfghway
Jupiter,FL 33458
, ;>:,
Phone:(581)576-00.30
Fax:(561)575-4118
ANALYTICAL RESULTS
Workorder:1647868
ProJect ID: Key Estates WF900299.0001
Lab ID: 1647868005 Date Received: 8/24/2016 13:45 MaVi�t: Aqueous Liquid
Sampie ID: CCEVM-7 Date Calleded: 8/24/2016 12:25
Parameters Results Unfts PoL MDL DF Prepared By Analyzed By Qual
Analysis Desc:EPA 200.8 AAetals(W) Preparation Method EPA 20d.2 mod.
Anatytical Method:EPA 200 8(Total)
Arsenic 35 ug/L 2.0 0.65 4 8/24/2018 76:4T ZS B/25/2016 12:54 ZS
Report ID:1647868 Page 9 of 14
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CERTiFICATE OF ANALYSIS
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withou[the written conserrt of Jupfter Envtronmerrfal Laboratorles,Ir�c..
.��..
Jupfter ErnlronmerHal Laboratories,Inc.
u �� L G r 15D S.Old D'ocie Highway
Jupiier,FL 33458
, Phone:(561)575-0030
Fax:(561�i75-4118
ANALYTICAL RESULTS
Workorder:1847868
Project ID: Key Es�tes WF900299.0001
Lab ID: 1647868003 Date Received: 8/24t2016 13:46 Matrix: SoiUSolid
Sample ID: CCSS-3 Date Colfected; Sl2412016 10;50
Parameters Results Units PQL MDL DF Prepared By Malyzed By Qual
Wet Chemistry
Anafysis Desc:2540G Percent Solids(Dryweight) Analytical Methqd:SM 2540G
Percent Solids(Drywelght) 97.1 °k 0.1 1 8l25/2018 17:19 BFM
Artalysis Desc:EPA 6020 Metals SCAN by ICPlMS(S) Preparallon Method:EPA 30508
Analyticai Mettiod:EPA 6020
Arsenic 1.3 mg/Kg 0.52 0.084 2 8l25/2016 10:49 ZS 8125/2016 15:31 ZS
Report ID:1647888 Page 7 of 14
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without the written conserrt of Jupiter EnNronmental Laboratories,Inc..
��''�'�
J u p�t e r Jupiter Environmental Laboratories,Inc.
150 S.Old D'afe Highway
Jupi�r,FL 33458
���i�..��i�it , ,.
Phone:(561�575-0030
Fax:(561�75-M1118
ANALYTICAL RESULTS
Workorder:1647888
Project ID: Key Estates WF900299.0001
Lab ID: 1647888001 . Date Reoeived: S/24/2016 13:45 Matrix: SaUSofld
Sample ID: CCSS-7 Date Collected: 8/24/2016 10:3Q
Parameters Resutts Units PQL MDL DF Prepared By Analyzed By Quai
Wet Chemistry
Arralysis t)eso 2540G Percent Solids(Dryweight) Analybcal Method:5M 2540G
Percent Solids(Dryweight} 94,7 % 0.1 1 8/25l2078 17:19 BFM
Analysis Desc:EPA 6020 Metals SCAN by ICPfMS(S) Preparation Method EPA 30508
AnatyNcai Method'EPA 8020
Arsenic 1.2 mg/Kg 0.53 0.087 2 $/25/2016 10:49 ZS 8125l2016 1522 ZS
Report ID:t647868 Page 5 of 14
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.;A�:atV
.J u p�t e r ���r Ernironmerrfal Laboratories,Inc.
160 S.Old Dbcie Highway
Jupiter,F133458
� Phone:(581�575-0030
Fax:(581�i75-4118
SAMPLE ANALYTE COUNT
workorder:164786s
Project ID: Key Estates WF900299.0001
Analytes
Lab ID Sample ID Method Reported
16478680�1 CCSS-i EPA6020 1
SM 2540G 1
1647868002 CCSS-2 EPA 6020 1
SM 2540G 1
1647868003 CCSS-3 EPA 6020 1
SM 2540G 1
1647868004 CCSS-4 EPA 6020 1
SM 2540G 1
1647868005 CCEVM-1 EPA200.8(Total) 1
1647868006 CCPSL-1 EPA 200.8(Totalj 1
Report ID:1647868 Page 3 of 14
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��I�=��7:
J�iter EnvironmerMal Laboratorles,Inc.
u p�t e r 150 S.Oid Dixie Highway
Jupiter,FL 33458
_:���� � ,, �
Phone:(681�575-0030
Fax:(581�575-4178
www.)upiterlabs.com
dientservices�Jupiterlabs.wm
August 29,2016
William Vogelsong
Arc:adis
1500 Gateway Blvd.Suite 200
Boynton Beach,FL 33426
RE: LOG# 1647868
Project ID: Key Estates WF900299.0001
COC# 1B47868
Dear William Vogelsong:
Enclosed are the analytical resutts for sample{s)recefved by the laboratory on Wednesday,August 24,2016. Results reported
herein conform to the most current NELAC standards,where applicable,unless indicated by*in the body of the report.The
enclosed Chain of Custody is a component of this package and should be retsined with the package and inwrporated therein.
Resuits for all solid matrices are reported in dry weight unless othervvise noted.Resuks for all liquid matrices are reported as
reoeived in the laboratory unless otherwise noted.Resufts relate only to the samples received.Should insu�cient sample be
provided to the laboratory to meet the method and NELAC Matra Duplicate and MaVix Spike requiremenls,then the data wlll be
analyzed,evaluated and reported using ali ottier available quality control measures.
Samples are disposed of after 30 days of their receipt by the laboratory unless extended storage is requested in writfng.The
laboretory maintains the right to charge storage fees for archived samples,This report wlll be archived for 5 years after which time ft
will be destroyed without further notice,unless prior arrangements have been made.
Certain analyses are subcontracted to ouGside NELAC cerdfied laboratorles,please see the Projed Summary section of this report
for NELAC oertification numbers of laboretories used.A Statement of Qualfflers is available upon request.
If you have any quesiions conceming this report,please feel free to contact me.
Sincerery,
. ��' �-x-7"7
Melissa Mills for
Kacia Baldwin
V.P.of Operations
Report ID:1647868 Page 1 of 14
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Plorida Dep�t of Fav�nomm�tal Protocd+oa_Division of weste Manage�ent-smrsu of Peh+olaim sta�age S`y�tems
�QRING LQ�
Page 1 of �
B�inglWell Numb� Permit i�Tumba: FDF.P Facility Idend6cation Number:
��i�js"�
Site Name: BoneF�ole StartDate: 1� j( Bm�►olc Start Time: �� �,�,t �'' pM
V�� S End Data: ¢ End Time: � �'AM ► PM
Environ��rsie�C�or Geologist's Narna Envimnmental Technician's Name:
� � D G�.�
��S�Y� Pavemant clmess(inc ): Borehole D' ��er(inches): Borehol� �th(feet):
i�� o� ,
Drilling M�s): Apparmt Borehole 17TW(in fcet MEsaued Wdi m1�(in feat aftar OVA(list model and chack typaj:
fiom soil moisGa+e camtant): watar recharges m v�: FID � PID
'spositian of Dri11 Guttings jrdiacic a�thod(s)j: � Dn�m �reed �" B�'ifl :�`� StockPilo �" Othc
(descrlbe if other ar m�lttple items arie checked):
Baehole Completion(check one): � Well � Grnut � Bemtonite j�C�ackfill � Other(dascaibe)
� � � Lab Soil and
�' � � �,� � � �` � � d � � Gronadwater
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lt
12
�ample Type Codes: P�II=Post Holc, H}!=Haad AuBer+ SS�SPM SPooa� i�T�Shdby 7�be; DP�Dicect Pueh; SC=Son3c Coea; DC=Drii]Cuttsngs
Moishme Ca�tmt Codes: D�Dty; M=Moiu�; W=Wd: S=Sadntted
Florida Departmwt of Envfronmental Protoction_Diviaian of Wasts Managanent-Buresu of P�rolevm Storage Systesns
��F.II�TG Lf�G
Page I of �
BoringlWall Numba: Ptrmit Numba: FDEP Fect7ity Identificetion Numba:
CC SS- x
Site Naime: Borehole Stert Date: g/�� j� Hordeole 3tatt Time: '�,�.S' �J AM �' P3vi
�,,, � �a n�: g�� rb End Tima �� �AM �' PM
F� ' tel Con�r. C3eologist's Neme: Enviromncntel Technician's Name:
✓ f�r�c.
Drilling Company: Pavement��ess ' ches): Bore�ole D'�amcter(inches): Bcmehola Depth(foet)•
��
Driiling Method(s): App�mt aoceholo DTVv(in fas Me�rea wai mw(in reec afta ova(list model ana c�eck type):
Erom eoil maistue+e comtmt): �reaherges ln wdl): � F!D � PID
isposition ofDn71 L�itu►88.Icheck m�hod(8)]: �" Dn�m �� SPr�d � Backfill ?` Stodcgite � Othea�
(deacribe if other or multiple itenis an cheeked):
oreholo conaptedon(check one): ?"' wcu ;" Groui I—' Beaconite `�Backsu ;�" other(aes«�,3bc)
� � La6 Soil end
� � � Gronndwater
�� �� �. � � � � Sampte Des�niptlon � Samplec(u�c
� � � �. � � M (indnde graii aize beced on USf�,odon,rtaWn� �e aem6er
y,� A
� � ` � � e � y � and other remarka) p aed depth or
� �"' y '� � � te�°rary screeu
'* Intea.yal
� �`� t� , �^�� itsC,�.. �.yi"'e�v��'we� � �S
�x.
2
3
4
S
b
7
8
9
10
11
12
somplo Type cuara: r'fi=Paec xol� HA-Heaa Anga; ss�sp3it spooa; sT E shemy T,ax; nr=nirast�ush; sc—sonic co�,e; nc=nn71 artt�ge
Moiatu�Contr�at Codes: D=Dry; M=Moiai; W=Wet; 6=Satvcated
Form�sooau
GROUNDIRII�TER SAMPLtt�t3 LOG
�: ,� E � �
�oc�r�nc
ELLNA: ' S�•"I �I1TE: O
PURGING DATA
N'E1-L � TUBdNG 3(18 YVELL 3CI�EN IMF�2V STATIC�EPTH PURGE PUNP 7YPE �
�"+� ro w '� 3 R
YYELL VOLUI�PURIfE: 9 Wf�tl Yohane = (3'OT,4l,WELL DEP1'H - STATIG DEPTH TO WATER) X WELt CAPACfTY
�«�,��a.�•� = c J s' ��- 7. � �� X t#��r 6 �= �,� �
fGUIPt�NT YOL.tJ�iE PURGE: 1 EQUpYEM'Vpl. =PUMP VOLUME +(RJBINO CAPACffY X TUBING LENGTHj+FLOW CELL VOLUAAE
(au�'tN out R+DP�) : �p�s+( psBo�Hpot X feat)* 4e1au � 9edoria
tNIT1AL PUMP Wt7UBR�K9 � DE�PTHPIN�WELL��� V INrtIA7EDAT: ��� �NUED .TA PURO� � �1�
�fH IAI WEi1
CUA4A.. UEP7}1 .
�� VOLUTAE � 7p CANOIJC D�SOLVE6 ORP(m�7
� PUfi�D PUROED �RKTE WATB2 I� � (VSlanj �(�? (M'Ue�y (da�aib�) (�p�e�
� 1� � � � 1
� � �� �V� �
� ��.,1w ,� �� 1i �fi
� +��� 7 d .�'• im �� Il � t
e ot �� �� l i.
r�.ciwxmr�a.ror.r.�reox r.tr-oax; r•o�a: �r-o.oa r.a+a, r-osr. �•a.ee; r,ya� r=�wr, �r-e.ee
�� =o sna^=o.00t�• �x-•o �o .o. � . �a
vuaoaxs enus�e�xr co�a: s=e.�a+; an=eaaa�Puma �er-a�s�en�a,e�e Pr��wmF;� � a•o�.r
SAMPUIQtd DATA
BAI�+LEDBY(PRIN'�/APFIUATIOAt: ��p(g) �q�g• � ��
p., �°r�-eG�+�te�� INR147EDAT: �3�i✓' Ef�EDAT: ����
PUMPORTUBNO 'RIBdiG HDPE FIHDFL78iE . Y 8�:
�Errr+w w�t.��y: �,y�
F�LC DECONT+11�1A71DN: PUMP Y N iUBIN4 Y N(r�pfao� pUpLIC,KfE; y
NER SP�C1F 8AN0�LE PRESERVATION MEMDED SAMPL8i0 SMiPLE PUMP
SAMPLE 1D i MATERIAL �� PRESEPNA7NE 'lOTN.VOL F�IAL ANALY&8 AND IOR EQUPhEtJT ROW MTE
COOE CDNiNNERS CODE UBEP ADDED IN FffiLD(raL) Pf'� A�T►qD (mL per minu{p)
�� 1�. — — �t L1�?
RE�l�1Po�8:
IM Olscs� HOPE� LppE� • pp. R gl�ane� T•7 • O a O1Mr
BAIIPLlNSi EQUPIEM CODEE: 11PP e Afler PahLltic Pump; 9=BNkr, 8Y�Blatld�r WeeD� E8P=BeChb Stbmsn6le
8M�Strtw Ordn YY� T • �� �'^V: RFPP�Ravase Flow PeMY1tic PunU�
NOTEB: 1.TM�le+�do not conW�is aM ofOM b�formtllon n4�d bS'GWPM►f2YlY0.FAC.
2.STABLIZATION CRITERIA AOR MtiCiE OF VARtATiON t?F LAST iINiEE COf�3ECUf1VE REAONiOS(8EE P8711Y,SECTION 3)
pH:3 02 uNs Temp�r�re s 02'C Sp�oMc ConOuctsne�t 6%Dis�drsd paypsn:aA roptlhpe 520%a�ea�a�(f�e TaW�FS?Z00.?J;
oarawr,:02 moa or:�o%(.tua�ev«�pra.ea)rrreran,y:.0 reaarpe s 2o r,rrU;ov+�y:s►rru a m�os�M►ta�ewr q�
Florida Department afBnvim�nmartal Protxtion-pivision of Waste Maneg�t-Bwaau of Petrole�Sto�age Syatm�s
WELL CUNSTRUCTION AND DEVELQPMENT L4G
_� ; .. �_:�
WellN , � SiteNeme:� ��� � 1 FI?F.PFacilityI,D.Numbes: Well . , .B)y
cc�'SL �C �
ell Location and'I�'Pe(ched�Appaopsti.tc ): R'eli Perp�oea �"PeQchod Monitoxiag Wsll Instpll M
��II'�6 � Rtg�t-of-VVay �'S6atiow(Water-Table)Moaitoriag �
'�`Off-9ite Privete ProP�Y
� Aboae(�acb A �Iatamodiate or Dap Monitflmig
acb( t}� r""F1�h�o-C�Ade �Ramedietion or Other(dereriibe) �ufac�e Gaing InsWl Mathod:
ACi,NeR Eeat csf riea�bore land e�afsae:
Bor�ole Dapth WeJi Depth Bnrehole Diamstar Manhole Dismet� Well Pad Sizo:
(�)� �� (feet)c l� (inches): f�� (inc]►es): �- feet by o7 fe�
Riser Diametet sad Msbwiat: RiserlSca•eat �"3(Fl�h-Threaded Risa Length: _�faet
� � Connoctions:
Jc r�ba ca�� s�m a �� ,�r�
s«�nt�c��a a��: s�n s�oc s�o: s«�►r..��ww: ��
,► c D�0/0 s� ,� f�� /��x
1'�SnrFace Casing Matt�iel: 1"Svr�ce Cesing LD.(iaohas): 1"Surfece C'asing I,ength: feet
also check: r Pamnneat �"'7'e�porary from 0 foar to feet
Z'a Surfaca Casing Mataial: 2ad Sarti�ce Casing I.D.(inchae): 2'd Surface(�sing I,cngti�; fe�t
ulso CheC1C �'Petmenmt J"''T�porery 1'rom Q fi�et to feet
3'�Surface Cesir�g Mstciat: 3'�Sur�ce Casing I.D.(inohes): 3'�Siufuce Casing L�gth; €cet
aiso checic: �Pamanmt :f Tp�p�y from 0 fet�to foet
Filtar Paok Mate�ial and Siu: Prepeoked Fildx Around Screm(ehecr ane). Filt�Parac Length: (( feet
.?O �f �"Yea �xo from �_ fcet� feec
Pllt�Pack Seal Material end a Filtea Pncck Seal L,ength: � foat
��: ` '�.^� Sw•,V from � feat to �fxt
Sur6aoe Seal Matcrrel: 5urfeeo Seal I.rngW: feet
T r � from fe�to fed
� .
; � ->;., s .
i
W811 Davel t at� Well Developtncxit Method(c�eek one): �"'��p,n,p �p�p . j-�m���,
g � 16 �o�n��a�>
Davetopmant PmnP TyPe(oheck)t �Ceutrifiqgat �`P«istaUic �b�Cuvimdwatar(before developing in faet):
�"S�tmerrihle �"' Other(deacdbe)
.�..
inB Rste(gallone per minnbe): Maximum Drawdawn of Groundwater During Well Ptmgad Dry(ohxk one):
/�.� Dcvalo�uf(fe�): /�✓l j`Yes �No
Pumping Conditioa{check one): Total Developmaat Wata Davelopnxnt Dwation i�vebpuieut VVatea Drummed
�Coatitinoffi •J"'Intamitteat 1t�ovod{Sallona), i1/,�"17 (minutos): 30 (eheck one). j`Yes ,� z10
Wat�r f,ppe�enoe(color end odor)At Start of Devolopmemx Wetar Appeeraoce(color snd odor)At End of Davelopm�t:
� v�e�t C��r' rDv�,Q
.� ,£r .;. _,��.�:z �.
VJell Canstr��c,tion I_aq�
/, ;
�
�
, .
,
i `
� . .
,..�
� .
,
.,
;. _ ,-• . - . _
Table 1. Summary of Historical Soil and Shallow Groundwater Sample Results and August 2016 Confirmatory-Cleanup Soil and Shallow
Groundwater Sample Results(former RLC PSL and EVM Areas)Key Estates Senior Living,Tequesta FL
BORNG BORNG BORNG BORNG WELL WELL WELL WELL
Soil Boring/Well Soil Arsenic CTL for CCSS-1 CCSS-2 CCSS-3 CCSS-4 EVM-1 CCEVM-1 PSL-1 CCPSL-1
Residential Groundwater
(unrestricted)Use Arsenic CTL g/24/16 8/24/16 8/24/16 S/24/16 1998 8/24/16 1998 8/24/16
Arsenic 2.1 mg/kg 1.2 1.2 1.3 0.50i
Total Arsenic 1.0 ug/L 80 35 47 0.66i
Footnotes:
CTLsfrom Chapter62-777 FAC
Groundwater sample concentrations are reported in micrograms per liter(ug/L)
Soil sample results are reported in millograms per kilogram(mg/Kg)
Wells CCEVM-1&CCPSL-1 are repoAed in ug/L
Bolded Concenlration exceeds Florida Groundwater CTL
Borings CCSS-t through CCSS-4 were colleded in EVM area
G:�P.Projeds�EN\Key Estates(Rood)\WF900299.0001\Report\Table 1 830.16.x1sx Page 1 of 1
� �
Nilsa Zacarias
August 31, 2016
sample results are presented on Figure F2, along with the historical soil assessment results. The arsenic
concentrations in the four surface soil samples ranged between 0.50 and 1.3 milligrams per kilogram
(mg/kg); below the Florida soil cleanup target level for residential property use of 2.1 mg/kg.
Shallow Groundwater Sample Ftesults
Shallow(screened between 5-15 feet below grade)wells were installed for collection of groundwater
samples from the former Pesticide Storage Locker Area(PSL)area located in the central portion of the
property and in the former Equipment-Vehicle Maintenance (EVM) area located in the western portion of
property as shown on enclosed Figure F2. Well-construction logs generated by a state-licensed
professional geologist are presented in Appendix A. Per FDEP Standard Operating Procedures,
groundwater samples were collected approximately 24 hours following completion of well
construction/development. The wells were purged and sampled and a representative groundwater
sample from each well delivered to a NELAP-accredited laboratory for analysis of arsenic by EPA Test
Method 200.8. Copies of the sample laboratory reports are presented in Appendix B. Water level,
turbidity and field parameters of the shallow groundwater also were measured/documented on
Groundwater Sampling Logs in Appendix A.
The August 24, 2016 confirmatory-cleanup groundwater sample results are illustrated on Figure F2,
along with the historical groundwater sample results. The sample results indicate that arsenic in the
shallow groundwater in the PSL area was reported (total arsenic was reported at 0.66i microgram per liter
(ug/L) in Well CCPSL-1, below the Florida arsenic groundwater cleanup target level (GCTL) of 1 ug/L.
The sample result from the EVM area (total arsenic was reported at 35 ug/L in Well CCEVM-1) indicates
that arsenic in the shallow groundwater exceeds the Florida arsenic GCTL.
CONCLUSION
Based on the letter of explanation of historic (1998-2004)soil and shallow groundwater assessment
results (July 2016), the results of the August 2016 confirmatory-cleanup soil and shallow groundwater
assessment results described herein, and current Florida cleanup target levels for arsenic in soil and
groundwater in Chapter 62-777 FAC, the following can be concluded:
• Confirmatory-cleanup soil sample results from the former EVM area in four mutually(Key Estates and
Village of Tequesta representatives) identified locations, confirmed that the historical arsenic impacts
in soils were adequately addressed (eliminated the direct exposure risk).
• Confirmatory-cleanup shallow groundwater sample result from the former PSL area in a mutually
identified location (Well CCPSL-1)confirmed that the historical remedial efforts adequately addressed
arsenic contamination in shallow groundwater.
• Confirmatory-cleanup shallow groundwater sample result from the former EVM area in mutually
identified location (Well CCEVM-1), confirmed that the historical remedial efforts did not adequately
address arsenic above Florida GCTL in shallow groundwater.
arcadis.com Pa9e�
G:�P,Projects\EN\Key Estates(Rood)\WF900299.0001\Report\Confirmatory Cleanup Soil and Shallow Groundwater Assesment Rpt 8-31-16.docx 2�3
11'�rr�con
Project Name: Key Estates Senior Living Project No.HD165098
4534 and 4546 County Line Road
Tequesta,Florida
TEST NUMBER: BHP-2
T'EST I,OCATION: See Test Location Plan
(Sheet 1)
SUBSURFACE PROFILE
Depth
feet Soil Descri tion
0—0.5 Gra brown SAND with roots(PT TOPSOIL)
0.5—7.0 Brown fine to medium SAND SP
Water Table Depth: 5.1 feet below ground surface on July l9,2016
Constant Head Maintained at: Ground Surface
P'ERMEABII.ITY RESULTS
Uncased (IJ)or Cased(C): C
Casing Depth(ft): 7
Casing Stick-up(ft): 0
Perforated length(ft): 5
Constant Head Fallin Head
Volume Used
Start Sto allons Start Sto Dro t
0 sec. 5 min. 82.7 -- -- --
*K,Hydraulic Conductivity(CFS/Ft2-Ft Head)
= 1.01 x 10-3
*(Reference: South Florida Water Management District Usua]Open Hole Test Method)
Note:Borehole was charged with 277 gallons of water prior to initiation of test.
SHEET 3
State of Florida Board of Professional Engineers Authorization No.6870
Toll Free(877)643.6832
1 t'�rr�con
Project Name: Key Estates Senior Living Project No.HD165098
4534 and 4546 County Line Road
Tequesta,Florida
��r..�:.�..:.�o.e. �+w- _ .,�
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._. . _- . _a. .__ ._. . .. .._ - ._ � .�..
�_�.._�sicv.;:- - -
Lopena
' BHPI-BathokVamraUix��TeslnnO�Nn�Uer
. � '.ir•• ' I .itM.
f '`'.�
. �T,�`�� .v .,
. : � tZ . .F� <+� �:f{ • �
� �' r �R:^ . � 3(�� . Y>a ��.
i}.i'� ��trt 1' .* ��. i" �. .�:
y� v�
��� •7�;:'y`'.C.r , •:L- _3
< .�:� `-�'.�`
� � r ` '� C. �.- t.i '��..h'..�.� ,
� ���>�.w h,a �^r..,y .y3} � - �k. � 'Lir'+�.�: k.
.. rj ��z. � u- ;� :�tr».
TY l..
.� i,__^���6_ r'' '. - N� .
� ���� r. �*.
K �I �� i S. "�N.� � ,_-
1 . r /1 I.�i � '. ��l•.'���'
I "J I � i
:v. . � f, II �f� � l4s �+a�
' . �i
i . `
4.. ,�
. , - . • ; r
, ' • • ` ,
� __ ! : .,.. �.f.. '-
--- .—--- -- �
Source: GooeleEarth Pro
Fietd Permeabilitv Test Location Plan
SIIEET]
July 21,2076 1��rr�can
Key Esfates US LLC
1200 Brickell Avenue, 18'� Fioor
Miami, FL 33131
Attn: Mr.Thomas Romanelli
Telephone: 786-353-0886
E-mail: if�kev-estates.com
RE: Report, Field Permeability Test Results
Key Estates Senior Living
4534 and 4546 County Line Road
Tequesta, Florida
Terracon Project No. HD165098
Dear Mr. Romaneili:
In accordance with your authorization, Terracon Consultanfs, lnc. (Terracon) has comp(eted
field permeability testing at the subject site to evaluate the hydraulic conductivity characteristics
of the upper 7 feet of the stratigraphic profile components. The permeability tests were
conducted in 6-inch diameter by 7-foot deep boreholes whose sidewalis were stabilized with a
2-inch diameter No. 20 slot perForated weli screen and 6120 silica sand. Usual O�Sen Hole,
constant head test methodology was utilized for the hydraulic conductivity determination in
accordance with procedunes and nomenclature provided by the South Florida Water
Management District(SFWMD).
The borehole permeability testing was pertormed at two locations within the subject site, as .
shown on Sheet 1. Materials found at the permeability test locations consisted predominantly of
fine to medium sands to 7 feet below grade wi#h the exception of the surficial 6 inches at the
location of BHP-1, which consisted of limerock gravel, The depth to the groundwater surface
was measured in the boreholes on the date they were drilled {July 19, 2016). The groundwater
depth was 5.9 and 5.1 feet bel�w the existing surface grade at the locations of BHP-1 and BHP-
2, respectively.
The resuits of the tests are presented on Sheets 2 and 3, along with pertinent stratigraphic,
geometric and hydraulic conditions existing at the test locations. The hydraulic conductivity of
the pro�le components were calculated using an equation provided by the South Florida Water
Management District {SFWMD) — the Usual Open Hole Test Method. The calculated
permeability values at the test locations were 1.35 x 10'3 and 1.01 x 10'3 cubic feet per second
per square foot-foot head (cfs/sf-ft) at the locations of BHP-1 and BHP-2, respectively. These
values are relatively high and we recommend that they be haCved as a safety factor for purposes
of e�ltration trench design.
Terracon Consultants,Inc. 1225 Omar Road West Palm Beach,Florida
P [561]689-2499 F [561j 689-5955 terracon.com
• � � � �
Cascade 2001 Version 1.0
File: 5yr, lday with 2.0 Ac-ft in trench Date: September 21, 2016 Page 3
-------------------
Struc Max (cfs) Time (hr) Min (cfs) Time (hr)
1 0.00 0.00 0.00 0.00
BASIN MAXIMUM AND MINIMUM STAGES
---------------------------------------
Basin Max (ft) Time (hr) Min (ft) Time (hr)
------------------------------ --------------------------------
1 7.01 25.92 3.00 0.00
BASIN WATER BUDGETS (all units in acre-ft)
------------------------------------------
Total Structure Structure Initial Final
Basin Runoff Inflow Outflow Storage Storage Residual
--------------1-------2.84-------0.00-------0.00-- ----0.00 2.84 0.00
Cascade 2001 Version 1.0
File: ,5yr, lday with 2.0 Ac-ft in trench ate: September 21, 2016 Page 1
�_
Project Name: Key Estates
Reviewer: AG
Project Number: 16-064
Period Begin: Jan O1, 2000;0000 hr End: Jan 03, 2000;2300 hr Duration: 71 hr
Time Step: 0.016 hr, Iterations: 10
Basin 1: 1
Method: Santa Barbara IInit Hydrograph
Rainfall Distribution: SFWMD - 24 hr
Design Frequency: 5 year
1 Day Rainfall: 7 inches
Area: 7.55999 acres
Ground Storage: 2.78 inches
Time of Concentration: 0.16 hours
Initial Stage: 3 ft NGVD
Stage Storage
(ft NGVD) (acre-ft)
--------- ---------
3.00 0.00
3.50 0.25
4.00 0.50
4.50 0.85
5.00 1.21
5.50 1.59
6.00 1.99
6.50 2.40
7.00 2.83
7.50 3.03
8.00 3.24
8.50 3.47
9.00 3.71
9.50 9.43
10.00 6.09
10.50 8.75
11.00 11.59
Offsite Receiving Body: Offsitel
Time Stage
(hr) (ft NGVD)
--------- ---------
0.00 3.00
72.00 3.00
Structure: 1
From Basin: 1
To Basin: Offsitel
Structure Type: Gravity
Weir: Sharp Crested, Crest Elev = 10.1 ft NGVD, Length = 2 ft
Bleeder: None
Pipe: Diameter = 1.25 ft, Manning's n = 0.013, Length = 40 ft
US Invert Elev = 2.6 ft NGVD, DS Invert Elev = 0.7 ft NGVD, no flap gate
Cumulative Instant Current Cumulative Head Water Tail Water
Time Rainfall Runoff Discharge Discharge Stage Stage
(hr) (in) (cfs) (cfs) (acre-ft) (ft NGVD) (ft NGVD)
--------------------------------------------
0.00 0.00 0.00 0.00 0.00 3.00 3.00
1.00 0.07 0.00 0.00 0.00 3.00 3.00
2.00 0.14 0.00 0.00 0.00 3.00 3.00
3.00 0.22 0.00 0.00 0.00 3.00 3.00
4.00 0.31 0.00 0.00 0.00 3.00 3.00
5.00 0.43 0.00 0.00 0.00 3.00 3.00
6.00 0.58 0.01 0.00 0.00 3.00 3.00
7.00 0.76 0.16 0.00 0.00 3.01 3.00
Cascade 2001 Version 1.0
25yr, lday with 2.0 Ac-ft in trench AND NO BLEEDE Page 1
Project Name: Key Estates
Reviewer: AG
Project Number: 16-064
Period Begin: Jan O1, 2000;0000 hr End: Jan 02, 2000;0000 hr Duration: 24 hr
Time Step: 0.016 hr, Iterations: 10
Basin 1: 1
Method: Santa Barbara Unit Hydrograph
Rainfall Distribution: SFWMD - 24 hr
Design Frequency: 25 year
1 Day Rainfall: 10 inches
Area: 7.56 acres
Ground Storage: 2.78 inches
Time of Concentration: 0.16 hours
Initial Stage: 3 ft NGVD
Stage Storage
(ft NGVD) (acre-ft)
--------- ---------
3.00 0.00
3.50 0.25
4.00 0.50
4.50 0.85
5.00 1.21
5.50 1.59
6.00 1.99
6.50 2.40
7.00 2.83
7.50 3.03
S.QO 3.24
8.50 3.97
9.00 3.71
9.50 4.93
10.00 6.09
10.50 8.75
11.00 11.54
Offsite Receiving Body: Offsitel
Time Stage
(hr) (ft NGVD)
--------- ---------
0.00 3.00
72.00 3.00
Structure: 1
From Basin: 1
To Basin: Offsitel
5tructure Type: Gravity
Weir: Sharp Crested, Crest Elev = 10.1 ft NGVD, Length = 2 ft
Bleeder: None
Pipe: Diameter = 1.25 ft, Manning's n = 0.013, Length = 40 ft
US Invert Elev = 2.6 ft NGVD, DS Invert Elev = 0.7 ft NGVD, no flap gate
Cumulative Instant Current Cumulative Head Water Tail Water
Time Rainfall Runoff Discharge Discharge Stage Stage
(hr) (in) (cfs) (cfs) (acre-ft) (ft NGVD) (ft NGVD)
_____________________________________________________________
0.00 0.00 0.00 0.00 0.00 3.00 3.00
1.00 0.10 0.00 0.00 0.00 3.00 3.00
2.00 0.20 0.00 0.00 0.00 3.00 3.00
3.00 0.32 0.00 0.00 0.00 3.00 3.00
4.00 0.95 0.00 0.00 0.00 3.00 3.00
5.00 0.62 0.04 0.00 0.00 3.00 3.00
6.00 0.83 0.25 0.00 0.00 3.02 3.00
7.00 1.08 0.54 0.00 0.00 3.09 3.00
Cascade 2001 Version 1.0
25yr, 3day with 2.0 Ac-ft in trench AND NO BLEEDER Page 2
Cumulative Instant Current Cumulative Head Water Tail Water
Time Rainfall Runoff Discharge Discharge Stage Stage
(hr) (in) (cfs) (cfs) (acre-ft) (ft NGVD) (ft NGVD)
8.00 0.47 0 00 0.00 0.00 3.00 3.00
9.00 0.52 0.00 0.00 O.dO 3.00 3.00
10.00 0.58 0.01 0.00 0.00 3.00 3.00
11.00 0.64 0.02 0.00 0.00 3.00 3.00
12.00 0.70 0.04 0.00 0.00 3.01 3.00
13.00 0.76 0.06 0.00 0.00 3.02 3.00
14.00 0.81 0.07 0.00 0.00 3.03 3.00
15.00 0.87 0.0$ 0.00 0.00 3.09 3.00
16.00 0.93 0.10 0.00 0.00 3.05 3.00
17.00 0.99 0.11 0.00 0.00 3.07 3.00
18.00 1.05 0.12 0.00 0.00 3.09 3.00
19.00 1.11 0.13 0.00 0.00 3.11 3.00
20.00 1.16 0.19 0.00 0.00 3.13 3.00
21.00 1.22 0.15 0.00 0.00 3.16 3.00
22.00 1.28 0.16 0.00 0.00 3.18 3.00
23.00 1.34 0.17 0.00 0.00 3.21 3.00
24.00 1.40 0.18 0.00 0.00 3.24 3.00
25.00 1.48 0.28 0.00 0.00 3.28 3.00
26.00 1.57 0.30 0.00 0.00 3.33 3.00
27.00 1.65 0.31 0.00 0.00 3.38 3.00
28.00 1.74 0.33 0.00 0.00 3.43 3.00
29.00 1.82 0.34 0.00 0.00 3.99 3.00
30.00 1.91 0.35 0.00 0.00 3.55 3.00
31.00 1.99 0.36 0.00 0.00 3.61 3.00
32.00 2.08 0.37 0.00 0.00 3.67 3.00
33.00 2.16 0.39 0.00 0.00 3.73 3.00
34.00 2.25 0.40 0.00 0.00 3.79 3.00
35.00 2.33 0.40 0.00 0.00 3.86 3.00
36.00 2.42 0.91 0.00 0.00 3.93 3.00
37.00 2.50 0.92 0.00 0.00 4.00 3.00
3$.00 2.59 0.43 0.00 0.00 4.05 3.00
39.00 2.67 0.94 0.00 0.00 4.10 3.00
40.00 2.75 0.44 0.00 0.00 9.15 3.00
41.00 2.89 0.45 0.00 0.00 4.20 3.00
42.00 2.92 0.46 0.00 0.00 4.26 3.00
43.00 3.01 0.46 0.00 0.00 4.31 3.00
94.00 3.09 0.97 0.00 0.00 4.37 3.00
45.00 3.18 0.47 0.00 0.00 4.42 3.00
46.00 3.26 0.48 0.00 0.00 4.48 3.00
47.00 3.35 0.49 0.00 0.00 4.54 3.00
48.00 3.93 0.49 0.00 0.00 4.59 3,00
49.00 3.53 0.56 0.00 0.00 4.65 3.40
50.00 3.63 0.56 0.00 0.00 4.72 3.00
51.00 3.79 0.68 0.00 0.00 4.79 3.00
52.00 3.86 0.80 0.00 0.00 9.88 3.00
53.00 9.03 1.05 0.00 0.00 4.99 3:Q0
54.00 4.23 1.30 0.00 0.00 5.12 3.00
55.00 4.47 1.56 0.00 0.00 5.28 3.00
56.00 9.74 1.83 0.00 0.00 5.46 3.00
57.00 5.07 2.23 0.00 0.00 5.67 3.00
58.00 5.47 ' 2.77 0.00 0.00 5.99 3.00
59.00 6.01 4.08 0.00 0.00 6.28 3.00
60.00 9.71 44.24 0.00 0.00 9.09 3.04
61.00 10.77 5.56 0.00 0.00 9.67 3.00
62.00 11.26 3.24 0.00 0.00 9.76 3.00
63.00 11.57 2.11 0.00 0.00 9.82 3.00
64.00 11.85 2.10 0.00 0.00 9.88 3.00
65.00 12.02 1.26 0.00 0.00 9.91 3.00
66.00 12.20 1.26 0.00 0.00 9.99 3.00
67.00 12.37 1.26 0.00 0.00 9.97 3.40
68.00 12.59 1.27 0.00 0.00 10.00 3.00
69.00 12.66 0.84 0.00 0.00 10.02 3.00
70.00 12.77 0.89 0.00 0.00 10.03 3.00
71.00 12.89 0.85 0.00 0.00 10.09 3.00
72.00 13.00 0.85 0.00 0.00 10.06 3.00
Cascade 0 e ion 1.0
PRELI 100yr, 3day with 2.0 Ac-ft in trench Page 1
Project Name: Key Estates
Reviewer: AG
Project Number: 16-064
Period Begin: Jan O1, 2000;0000 hr End: Jan 04, 2000;0000 hr Duration: 72 hr
Time Step: 0.016 hr, Iterations: 10
Basin 1: 1
Method: Santa Barbara Unit Hydrograph
Rainfall Distribution: SFWNID - 3day
Design Frequency: 100 year
3 Day Rainfall: 16 inches
Area: 7.56 acres
Ground Storage: 2.78 inches
Time of Concentration: 0.16 hours
Initial Stage: 3 ft NGVD
Stage 3torage
(ft NGVD) (acre-ft)
--------- ---------
3.00 0.00
3.50 0.25
4.00 0.50 � ,•�w����` /
4.50 0.85 +a WcL ��
5.00 �.2174, n �� �
5.50 1.59
6.00 1.99
6.50 2.40
7.00 2.83
7.50 3.03
8.00 3.24
8.50 3.47
9.00 3.71
9.50 4.43
10.00 6.09
10.50 8.75
11.00 11.54
STRUCTURE MAXIMIJM AND MINIM[JM DISCHARGES
----------------------------------------�--------------
-------------------------------------------------------
Struc Max (cfs) Time (hr) Min (cfsj Time (hr)
-------------------------------------------------------
-------------------------------------------------------
BASIN MAXTM[lM AND MINIMUM STAGES
------ --------------------------------------------------
Basin Max (ft) Time (hr) Min (ft) Time (hr)
______________i=======10.40== =---72 00 =_=====3.00========0 00
BASIN WATER BUDGETS (all units in aere-ft)
----------------------------------------------------------- -------------------
Total Structure Structure Initial Final
Basin Runoff Inflow Outflow Storage Storage Residual
---------------------------------------------------------------------------------
1 8.23 0.00 0.00 0.00 8.23 0.00
Proiect Summary:
The proposed site is located at the current addresses of 4534 and 4546 County Line Road,
on the south side of County Line Road in the Village of Tequesta and contains 8.0 acres.
Proposed site development will consist of the construction of a 96 unit ACLF with
associated amenities and parking and drainage improvements.
Proposed Land Use:
Proposed building/roof(F.F.E. 10.5)= 1.98 acres
Parking/Impervious areas (linear 9.0— 10.4)=2.10 acres
Pool,reflecting pond,putting green, bocce court, etc. (@ 10.0)=0.74 acres
Dry Detention Slope (linear 4.0— 10.0)=0.39 acres
Dry Detention Bottom (Vertical 4.0) =0.18 acres
Open space area(linear 9.0— 10.0)=2.17 acres
Total area=7.56 acres*
* 0.44 ac roadway area not included in the drainage calculations
Site Ground Stora�e (For use in t7ood routin�calculations):
(Compacted coastal soils and wet season water table at 3.0')
S =2.17ac(8.18")+ 0.39ac(8.18")+0.18ac(0.45")
7.56ac
S =2.78„
Water Quality:
Since the ultimate receiving body is an outstanding Florida water, water quality treatment
equal to 150% of the standard volume is provided.
1) 1"Over the site area:
7.56 ac (1") x 150%= 11.34 ac-in
2)2 %z"x %Impeivious:
(2.77ac) x 2 %"x (7.56ac) x 150%
(7.56ac— 1.98ac)
= 14.07 ac-in = 1.17 ac-ft Required Water QualitX Met in Dry Detention
and Exfiltration Trench (see attached calculations)
From: Lauren Casasus[mailto:laurenC�simmonsandwhite.com]
Sent: Monday, August 15,2016 5:55 PM
To: Horton, Sherry L. <slhortonC�tecoener�.y.com>
Cc: Chamorro, Max J.<MJChamorroC�tecoener�y.com>
Subject: Service Availability Letter
***** This email is from an external sender! Don't click links or open attachments from
unknown sources. Forward suspicious emails as an attachment to�hishin�a.te_ coenergy.com
for analysis by our cyber security team. We're counting on you! Think before you
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Good afternoon Sherry,
I am requesting a service availability letter for 4546 and 4534 County Line Road in Tequesta, FL.
Attached is the conceptual site plan. Please let me know if you need any additional information or
if I have the wrong contact for this request.
Thank you,
Lauren Casasus
Project Engineer
\11�1���1 ,V �,VHIr��/
1S4'SL[�'4y: 1 t��1h��SL 1 Ci�\S1C�I�G 1 Siti:i 1fDI
2581 Metrocentre Blvd. West, Suite 3
West Palm Beach, Florida 33407
P 561.478.7848 ext: 126
f 561.478.3738
www.simmonsandwhite.com
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KEY ESTATES
LYING IN SECTION 25,TOWNSHIP 40 SOUTH, RANGE 42 EAST
VILLAGE OF TEQUESTA, PALM BEACH COUNTY,FLORIDA
OCTOBER 2016
DEDICATION TITLE CERTIFICATION
KNOW ALL IAEN BY THESE PHESENTS� THAT KEV ESTATES TEUUESTA �� �y �WNn i�E �
SENIOH HOl1SIN0, LP, A FLOHIDA LINITED PAHTNENSHIP, DOES HEHEBY STATE OF FLOHI�A
CERTIFY THAT IT IS THE OYMEH OF THE LANDS SHOWN HEflEON AS KEY 6 B ro $ COUNTY OF PALM BEACH
ESTATES, SAID LANDS LYING IN SECTION 25, TOWNSHIP 40 SOUTH,
pANGE 42 EAST, VILLAGE OF TEOUESTA, PALA1 BEACH COUNTY, FLOHIDA, T 5TA n 1� , A DULY LICENSEO ATTORNEY IN THE STATE
BEING YORE PAfiTICULAALY DESCRIBEO AS FOLLOWS: '�, � OF FLOHIUA� DO HEHEBY CERTIFY THAT I HAVE EXMIINED THE TITLE
EeU�q ��'h TO THE HEflEON DESCHIBEO PflOPEflTY;THAT I FIND THE TITLE TO
A PAHCEL OF LAND LYING IN SECTION 25, TOWf�1SHIP 40 SOUTH, IIANGE � THE PpOPEPTY IS VESTEU IN KEY ESTATES TEQUESTA SENIOH HOUSING,
42 EAST, PALIA BEACH COUNTY, FLOflIDA. YORE PAHTICULAqLY DESCHIBED LP; THAT THE CUNNENT TA%ES HAVE BEEN PAID; THAT ALL MOflTGAGES
AS FOLLOYIS� P �'st }+ dUPITER NOT SATISFIED OH HELEASED OF NECOHD NON OTHERWISE TEflMINATEO
'' t�'� BY LAW AflE SHOWN NEflEON�AND THAT THERE AqE ENCUMBIIANCES OF
BEGIN AT THE NORTHEAST COflNEfl OF THE NORTHWEST QUAHTEH OF SAID eurx ��„ C��� HECOPU BUT THOSE ENCUUBHANCES DO NOT PflOHIBIT THE CHEATION
SECTION 25; THENCE S 88°42'25' E ALONG THE NOflTH LINE OF THE OF TME SUBDIVISION�EPICTE�ON THIS PLAT.
NOHTHEAST UUAflTEN OF SAID SECTION 25, 420.04 FEET TO THE �,pn � �„�
INTEHSECTION WITH A LINE 420.00 FEET EAST OF AND PAFiALLEL TO CENTER sr �
THE EAST IINE OF SAID NONTMYEST�UAqTEN;THENCE S 00`28'07' E ATLANTIC DATE:
ALONG SAI�PAIiALLEL LINE� 550.05 TO THE INTERSECTION WITH THE OCEAN PflINT NNAE:
NORTH LINE OF THE PLA7 OF HIVENSIUE OAK3 NEPLAT,AS NECOHDED IN FLOHIDA BAfi NO.:
PLAT BOOK 99� PAGE 3� PUBLIC PECOHDS OF PAIM BEACH COUNTY, rnwr+arx
FLOHIDA THENCE; N 89°57'25' W ALONG SAI�NON7H LINE, 700.03 g 1UPITER
FEET TO THE INTEflSECTION WITH THE EAST LINE OF THE PLAT OF
JUPITER qIDGE, AS HECOHDED IN PLAT BOOK 28, PAGE 106, PUBLIC m 7�. p�w, pi SURVEYOR'S CERTIFICATION
RECORDS OF PALM BEACH COUNTY, FLOFIDA;THENCE N 00°28'07'W � R
ALONG SAID EAST LINE, 552.88 FEET TO THE INTEPSECTION WITH THE �' I HEpEBY CERTIFI'THAT THE PLAT OF KEV ESTATES IS A THUE
NORTH LINE OF SAIU NOflTHWEST QUAPTER OF SECTION 25� THENCE �
S 89'43'S8' E ALONG SAID NORTH LINE , 65.00 FEET; THENCE � AND COflFlECT flEPflESENTATION OF A SUNVEY MAUE UNDEfl NY
S 00°28'07' E� 140.01 FEET� THENCE S 89°43'58' E� 85.01 FEET� RESPONSIBLE DIPECTION ANO SUPEHVISION� THAT PENLANENT
THENCE S 00°28'07' E, 50.00 FEET; THENCE S 89°43'58' E, 150.01 (NOTTO SCALE) HEFEpENCE 40NUAIENTS (P.H.N.'S) HAVE BEEN PLACEO AS
FEET TO THE INTEHSECTION WITH THE EAST LINE OF SAID NONTMYEST LOCATION MAP NE�UIHED BY LAW AND THAT PEflYANENT CON7ROL POINTS (P.C.P'S)
UUARTER OF SECTION 25; THENCE N 00°28'07'W, 190.02 FEET TO SHALL BE SET UNDEN GUAHANTEES POSTEU WI7H THE VILLAGE OF
THE POINT OF BEGINNING. TEDUESTA FOR THE flEUUIflEO IMPflOVEYENTS ANU FUHTHEfl, THAT
THE SIIHVEY DATA CONPLIES WITH ALL OTHEfl flE�UIflEYENTS OF
CONTAINING 348,485 SUUAHE FEET OH 8,000 ACPES, HOHE OH LESS. CHAPTEfl 177 FLOHIUA STATUTES,AS AIAENDED AND ORUINANCES OF TEUUESTA.
HAVE CAUSED THE SAA1E TO BE SUHVEYEO AND PLATiEO AN��0 HEHEBV
DEDICATE THE FOLLOWING�
DA7E
i. TPACTS 'A'AN� '8'; AS SHOWPI HENEON AHE HEREBY DEDICATED TO GHEGOHY T. TIICKEH
THE VILLAGE OF TEOUESTA FOR THE PEHPETUAL USE OF THE PIIBLIC FOP FLOHIDA CERTIFICA7E N0. 6747
NOAO, DfiAINAOE, AND UTILI7Y PUPPOSES.
2. THACT 'C' IS HENEBY flESEHVEO BY KEY ESTATES TEUUESTA SENIOH
__ HOUSING, A FLORIDA LINITE�PAHTNENSHIP, THEIH SUCCESSOHS AN� SURVEYOR'S NO�S.
ASSIGNS� OYR7EHS OF THE LAND SHOWN HEHEON, FON PUflPOSES
CONSISTENT WITH 7HE ZONING FlEGULATION3 OF THE VILLAGE OF MORTGAGEE'S CONSENT 1• BUILDING SETBACK LINES SHALL CONFOHM 70 CUHHENT VILIAGE
TEUUESTA� AND IS THE PEflPETUAL MAINTENANCE OBLIGATION OF SAIU OF TEOUE3TA flEUUIflE4ENTS.
OYMEHS� WITHOUT flECOUHSE TO THE VILLAGE OF TEUUESTA. THE UNOEflSIGNE�HEflEBY CEHTIFIES THAT IT IS THE HOLUEfl
OF A YOHTCv1GE UPON THE PNOPERTV DESCNIBED HEREON ANO 2• NO BUILDINGS OF ANY KIND OF CONSTHUCTION SHALL BE PLACED
3. LINITEO ACCESS EASEMENTS, SHOWN HENEON ANE HEPEBY UE�ICATED TO DOES HEflEBY JOIN IN AND CANSENT TO THE DEDICATION OF ON UTILITY EASENENTS. LANOSCAPING OF UTILIN EASEMENTS
THE VILLAGE OF 7EOUESiA, FON CONTHOL AND JUHISDICTION. THE LAND DESCNIBED IN SAID DEDICATION BY TNE OHNEH SHALL NEUUIRE PHIOH APPHOVAL OF THE VILLAGE OF TEUUESTA
4. THE VILLAGE OF 7EUUESTA SHALL HAVE THE RIGHT BUT NOT THE THEHEOF ANU AGflEES THAT ITS MOHTCAGE WHICH IS HECOHDED FlNU N-L UTILITIES OCCUPVING SM1E.
IN OFFICIAL PECOHDS BOOK 28359, PA6E 1442 OF THE PUBLIC
OBLIOATION, TO AIAINTAIN ANY POpTION OF THE DIiAINAGE SYSTEM 3. BEApiNG SHOHN HEHEON ARE BASEU UPON THE NORTH LINE OF THE
ENC04PASSED BY THIS PLA7, INCLU�IN6 THE NIOHT TO UTILIZE FOP HECOPDS OF PALN BEACH COUNTY, FLORIUA, SHALL BE SUBOflDINATED NOPTHWEST OUMTEH OF SECTION 25, TOYMSHIP 405, RANOE 42E
FON PROPEH PUHPOSES ANY AND ALL DflAINAGE EASENENTS�ACCESS TO THE DEDICATION SHOWN HEflEON� BEING N 89°43'58'W.
EASE4ENTS ANO TRACiS ASSOCIATEU WITH SAID OHAINAGE SYSTEN. IN WIiNESS WHEHEOF, BEL INTEflNATIONAL S.A.,A LUXEAIBOl1HG
COHPOPATION HAS CAUSEU THESE PpESENTS TO BE SIGNED BY ITS <• 7HENE MAY BE ADDITIONAL flESTNICTIONS THAT AHE NOT
WITH THE AUTHOHITY OF ITS BOARU OF HECOHDED ON THSS PLAT THAT AIAY BE FOUND IN THE PUBLIC
IN WITNESS WHEHEOF, SAID KEY ESTATES TEOUESTA SENIOF HOUSIN6, DIflECTORS THIS DAV OF , 2016. flECOflDS OF PALM BEACH COUNTY� FLOflIDA.
LP, HAS CAUSED THESE PqESENTS TO BE SIGNED BY ITS IAANAGEN, THIS
DAY OF 2018 5. 'NOTICE: THIS PLAT, AS RECOHDEU IN ITS GHAPHIC FOHM,
WITNES3: BEL INTEHNA7IONAL S.A., IS THE OFFICIAI DEPICTION OF TNE SUBDIVIDED LANDS
PRINT NPAIE: A LUXEMBOUH6 CONPOIIATION DESCNIBEO HENEIN ANU WILL IN NO CIRCU4STANCES BE
KEY ESTATES SENIOH HOUSING, LP, SUPPLANTED IN AUTHOHITY BY ANY OTHEH GNAPHIC OH
A FLOqIDA LIIAITED PAHTNEHSHIP WI7NESS: OIGITAL FOH61 OF THE PLAT.'
PRINT NAIAE: BY: 6. THIS INSTRUMENT WAS PHEPAHED BY aflE00pY T. TUCKEH,
WITNESS: BY: KEY ESTATES US LLC, A FLOHIDA PRINT NAIAE: LEGACY SUHVEYING AND AIAPPING, INC. 112 N U.S. HIGFR4AY ONE SURVEYOR�S
PpINT NPA1E: LIYITEU LIABILITY COIdPANY� TEUUESTA� FLOflIDA 33489. SEAL
ITS OENERAL PAHTNER
WITNESS: BY: ACKNOWLEDGEMENT
PPINT NAME: THOMAS FAUNE, AS MANAGEH LUXEMBOUNG
BEFOHE NE PEFSONALLY APPEAHED WHO IS VILLAGE APPROVAL
PENSONALLY KNOWN TO AIE OR HAS PNODUCEU
AS IDENTIFICATION, ANU WHO HAS E%ECUTED THE FOHEGOING THIS PLAT OF KEY ESTATES IS HEPEBY APPROVED FOH HECOq�
INSTRUMENT AS OF BEL INTEHNATIONAL S.A., PUHSUANT TO THE OHDINANCES OF THE VILLAGE OF TEUUESTA KEY ESTATES
A LUXEMBOUHG COHPOMTION AND SEVEHALLY ACKNOWLEIX'iED TO AND IN ACCOHDANCE WITH SECTION 177.077, FLOHIDA STATUTES,
AND BEFOHE ME THAT HE/SHE EXECUTED SUCH INSTPUIIENT AS AND HAS BEEN NEVIEWED BY A PNOFESSIONAL 3UHVEYON AND SEN IOR
THE OF SAID CONPOIIATION AND THAT INSTHUAfENT MAPPER 11NDER CONTMC7 WITH THE VILLAGE OF TE�UESTA IN HOUSING, LP
IS THE FflEE ACT AND DEED OF SAID COPPOIiATION, WITNESS ACCOHDANCE WITH SECTION 177.081 (1), FLORIDA S7ATIITES.
MY HAN�THIS_�AV OF � 2076
ACKNOWLEDGEMENT
IAV COYMISSION E%PIFlES: DATE MICHAEL R. COU220, Jfl.
STATE OF FLOHIDA NOTARV PUBLIC VILLAGE AVWAGEN
COUNTY OF PALM BEACH
NOTAHV COYNSSSION NO.:
BEFOHE YE PEHSONALLY APPEAHED THOYAS FAUflE,WHO IS PEHSONALLY PqINT NPldE
KNOWN TO A1E OH HAS PHODUCED AS IDENTIFICATION DATE ABBY BNENNAN
AND WHO EXECUTED THE FORGOING INSTNUTAENT AS IAANAGEH OF KEY VILLAGE IdAYOH
ESTATES US LLC,A FL6HIOA LIMITEO LIABILSTY COMPANY, ANU VI LLAGE
SEVEfiALLY ACKNOWLEUGED TO AN�BEFOHE ME THAT HE EXECUTED SEAL
SUCH INSTRUMENT AS THE YhNAGEN OF SAID COIAPANV AND THAT SAI�
INS7RUMENT IS 7HE FHEE ACT AND DEE�OF SAIU COMPANY, WITNESS MY DATE TIAIOTHY Y. ENCLISH
HAN�THIS �AY OF , 2016. BUILDING OFFICIAL
MY CONMISSION EXPIHES: DATE LOPI NCWILLIAIIS SHEET 1 OF 2
NOTAHV PUBLIC VILLAOE CLEHK
NOTAPY COYMISION N0. T e(raC�
PPINT NPIlE L ��'
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Surveying and Mapping,Inc.
172 N.U.S.Highwey No.1
Tequesta,FL.33469
Phone:(561)746-8424
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Plant List m�����•�����
TREES 8 PALMS ���
KEY QTY.BOTANICAL NAME COMMON NAME HEIGHT WIDhI CALIPER SPACING REMARKS .�.
"M AR 7 ACER RUBRUM RED M4PLE &8' - 1.5" A.S. FULL,4'MN C.T.
-V BN 4 BISM4RCKW NOBILIS'SILVER SELECT' B�MIRCK PALM 10'C.T. - - A.S. FULL,4'MN.C.T.
'V BS 9 BURSERA SIAMRUBA GU�vHO LIPoHO 12-14' S 3" A.S. 5'C.T.MIN.FL'LL SPECI�vEN,CHARACTER
-V CL 6 CfTRUS LIMON'A�EYER' LEh17N TREE &10' 4-5' 2" AS. FULL,45 GAL.MIN. Ge11tIIe Ci�aS
-V CN 8 COCOS NUCIFERA'GREEN MAL6�YAN' COCONUi PALM 8-10'G.W. - 16"MN. A.S. FULL,HEIGHTS NOTED ON PLAN AS G.W. HOIIOWd
-M CU 10 CUPRESSUS SENPERVIRENS ITALIAN CWRESS 12-14'O.A. - - A.S. FULL&THICK,tiNSCHED HEIGHTS y
-V DR 9 DELONIX REGIA ROYAL POI�CWAlA 18' 10-12' 4" A.S. 5 6'QT.FULL SPECINEN ��Mahoney
-M EU 10 EUGENIA SPP. EUGENW'TOPIARI^ 5-7' - - A.S. FULL,SPIRAL OR APPROVED EQUAL d A�i o c I a t e�, I n c.
-M LS 13 LAGERSTROEMA SPEClOSA QUEEN CRPPE NNRTLE 12-14' 4-5' MULTI A.S. FULL&THICK,MJLTI TRUNK,M4TCHED SPECIIvENS Lendecapa Archltecte
Plannera
'V fVK'i1 17 M4GNOLl4GRANDIFLORA'LITTLE GEM LfTTLE GEMM4GNOLW 12' S' 2.5" A.S. FULLTO BASE Envvormentel coneultante
'M MG2 9 M4GNOLW GR4NDIFLORA'DD BLANCHARD' SOUTHERN tit4GNOLIA 16' 8' 5" A.S. FULL&THICK
-V PD 14 PHOENU(DACTYLIFERA'N£DJOOL' NEDJOOL DATE PALM 14'C.T. - HEAVY A.S. FULL&THICK,SPECI�vEN.M4TCHED HEIGHTS 15m�Commarce Lene
"V PE 13 PINUS ELLIOTTII DENSA SOUTH FLORIDA SLASH PINE 5' 3' 1.5" AS. FULL 3u¢e�0�
'V PE1 6 PINUS ELLIOTTII DENSA SOUTH FLORIDA SLASH PNE 10' 4' 2" A.S. FULL Jupltar,Plor�da 33458
'V PE2 7 PINUS ELLIOTTII DENSA SOUTH FLORIDA SLASH PNE 15' 5' 3" A.S. FULL 561-515-9551
-V PU 2 PANDANUS UTILIS SCREW PINE 16' 8' 4" A.S. 6'C.T.tvLN.FULL SPECPvEN 561-515-5360 FAX
"V QV 24 �UERCUS VIRGINWNA WE OAK 16' 8' 4" AS. 6'C.T.tv9N.FULL SPECPvEN `"`"161OGT
'V RE 14 ROYSTONEA ELATA ROYAL PALM 10.24'G.W. - 24"MN. A.S. HEAW DARK GREEN HEAD,M4TCHED SPECI(v£N
-V SN 5 STRELfT7JA NICOLAI WHfiE BIRD OF PARADISE 10'O.A - - A.S. FULL&THICK TO GROUND,CLU�vP
'V TDt 12 TAXODIUMDISTICHUM BPLD CIPRESS 8' 4' 2" A.S. FULL
'V TD2 7 TAXODIUMDISTICHUM BPLDCWRESS 14' S' 3" AS. FULL
AP3 75 ACCENT PALMS TRIPLE •
-V PTYCHOSPERM4 ELEGANS ALEXANDER PALM 14'O.A - TRIPLE A.S. FULL,TRIPLE TRUNK.M4TCHED HEIGHTS �
-V VEfTCHl4A1ONTGOhERYANP, MONTGONERYPALM 14-18' O.A. TRIPLE A.S. FULL&THICK,TRIPLE,M1^ATCHED HEIGHTS '
-PA DICTYOSPERM4ALBUM HURRICANE PALM 14-16'C.T. - SINGLE A.S. FULL,SINGLE TRURK;
LT 11 LAROE TREE
-M M1MJJ('IFERA WDICA PMNGO 12-14' 4-5' NULTI A.S FULL&THICK,PoULTI TRUNK.A14TCHED SPECI6'ENS � �
-M PERSEAAIvERICANA AVOCADO 12-14' 4-5' NULTI A.S. FULL&THICK,h1JLTITRUNK M4TCHED SPECI�vENS � �
"M FICUS AUREA STRANGLER FIG 12-14' 4-5' MULTI AS. FULL&THICK,MJLTI TRUNK,M4TCHED SPECI�,ENS � ,
RT RELOCATED TREES
SP 278 SABAL PALMS � i �
"V 50% SABPL PAL�vETTO SPBAL PALM 12'-28'C.T - - A.S. STRQIGFiT,NIXED HEIGHTS,HURRICANE CUT,SLICK TRUNKS,SEE � � i �
PLAN FOR HEIGHTS I � ' ' •�
'V 50% SABPL PALNETTO SPBPL PALM 12'-28'C T - - A.S. CURVED,MXED HEIGHTS,HURRICANE CUT,SLICK TRUNKS,SEE
PLAN FOR HEIGHTS a �� ) �
ST1 8 SMALL TREE NATIVE � �� � �
CORDIA SEBESTENA ORANGE GEIGER TREE 8' 3' NULTI A.S. FULL TO BASE,COLUMJ.654TCHED I �+
3 CAPPARISCI?JOPHALLOPHORA JMMJCACPPER 5-6' 3-4' - A.S. 2-3'C.T.FULL SPECMEN � ' �
a ILEX CPSSINE DAHOON NOLLY 12' S' 2.5" A.S. FULL&THICK � i
o GUAIACUMSANCTUM NATNE LIGNUM VfTAE 8' 3' 125" A.S. 3'CS. � . �
ST2 11 SMALL TREE NON-NATIVE � �
- LIGUSTRUM LUCIDUM TREE LIGUSTRUM 8' 8' MULTI A.S. FULL&THICK,MJLfT TRU�'K,34'C.T.FL FMiCY CSj � �
� ELAECOCARPUS DECIPIENS JAPANESE BLUEBERRY 8'MN.O.A - #30 A.S. FULL&THICK TO GROUND,CONE SHAPED,SHEARED,FL FANCY a �
� CORDW BOISSIERI WHRE GEIGER TREE 8' S' 2" A.S. 4'C.T. -i! �
> TABEBUTACARAIBA YELLOWTABEBUW 12-14' 8' 4" A.S. FULLCFW2ACTERSPECI�v£N '
� CANAGA ODORATA YLANG riANG 10-12' S' 2.5" A.S. 3'C.T.
�
a
� SHRUBS 8 GROUNDCOVERS
° KEY QTY.BOTANICAL NAME COMMON NAME HEIGHT VNDTH GAL SPACING REMARKS
0
� ACC 47 ACCENT PLANTS
� -M CRINUMAUGUSTUM'QUEEN EMAM' QUEEN EPM14 CRINUM 4' O.A. #15 A.S. FULL&THICK,SMGLE TRU�'K.NO PUPS
LL� -V RHAPIS EXCELSA LADY PALM 67" 3' #15 A.S. FULL AND THICK
Q -M ALCAMAREA PvPERIALIS IfvvPERIAI BRONELIAD 30" 30" #7 A.S. FULL
w "V 7MAVi PUMILA COONTIE 16" 36" #3 30" FULL SPECI�vEN -�
o -M HIBISCUS'LAFRANCE' WHfTE HIBISCUS STANDARD 6' 4-5' 2.5" A.S. FULL,STANDARD,3'C.T.
� -M CHAM4EDOREA CATARACTARUM CAT PALM 4' 4' - A.S. FULL TO BASE
� -V GARDENWAUGUSTA'MIM�t SUPRENE' h1P1v11 SUPREA�E GARDENW 6' 34' 2" A.S. FULI,STANDARD,3'C.T.
� IGRA 1233 DECORATIVEGRASSES
v' � V MUHLENBERGWCAPILIARIS tiUHLYGRASS 24" 18" #3 30" FULLCLUIvP Desiyncd: Eo��+i�'�
3 � Dr.lwn: nvi.
o p 'V TRIPSACUM DACTYLOIDES Fl�KN-16�TCHEE GRASS 36" 30" #3 36" FULL CLUNP I Fl roved cccieo.•nn.�ni
� 'O ' ;HED1 1162 PERIME7ERHED6E � p�tr Rnsn,
m 3 'V CLUSl4GUTTIFERA SM4LL LEAF CLUSW 36" 36" - A.S. FULLTO BASE lob no, u-ow�
W w I'V CHRYSOBALANUS ICACO RED TIP' RED TIP COCOPLUM 24" 12" #3 36" FULL 8 THICK TO BASE I Rcvisions: ^i=ei^.E
v m '�HED2 878 BUILDINGHEDGING � �o�'-���E
Q � V MYRCIAMHES FRAGRANS SINPSON'S STOPPER 4' 24" - A.S. FULL TO BASE
N 0 VIBURNUMAWABUKI MRROR LEAF VIBURNUM 8' 3' - A.S. FULL TO BASE
o a -V PODOCARPUS MACROPHriLUS JAPAtJESE YEW 30" 24" #3 24" FULL 8 THICK TO BPSE
0 0 'LSH 435 LAROESHRUBS �—
� o �'V SERENOA REPENS SAW PPLNETTO 24" 24" #7 30" FULL CLUtvP �
z ` SSH 6138 SMALL SHRUBS
W ,.'"�'�'._—. 5eal
� i -V FICUS MICROCARPA'GREEN ISLAND' GREEN ISLNldD FICUS 12" 12" #3 24" FU�L&THICK TO BASE I
� � 'V ILEX VOMRORW'STOKES DWARF' STOKES DWPRF 12" 12" #3 24"O.C. FULL&THICK TO BASE
Z o -V PODOCARPUS MACROPHYLLUS'PRINGLES' DWARF JPPANESE YEW 12" 12" #3 18" FULL&THICK TO BASE
3 � ',TRO 396 TROP�CALPLANTS
� � -V AECH�vEA'BLUE TANGO' BLUE TANGO BROtvELIAD 20" - - 16" 9"POT
� v -M ALOCPSIA ODORA'CPLIFORNIA' DWARF ELEPI-IA�fI"EAR 16" O.A. #3 24" FULL&THiCK TO BASE
�
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-M ALPINWZERUNBET SHELL GMGER 22" 20" #3 24" FULLTO BASE
4 Q -M BEGONl4'ALBA' WHfTE BEGONIA 12" 12" #3 24" FULI&THICK TO BASE
v_
'V CAPPARIS CY�'OPHALLOPFIOR,4 JAANUCA CPPER 5-6' 34' - A.S. 2-3'C.T.FULL SPECINEN
N o -V CODIAEUMVARIEGATUM'MMMEY' NWMvEY CROTON 24" 18" - 0.S. FULL TO BASE �c moaam
� -M HELICONIA PSfiTACORUM'LADY Df LPDY DI HELICONW 4' 18" - A.S. FULL Shset nUe:
��� 0 NEOREGELW'PERFECTIOM SUN TOLERANT BROlvELt4D 5"POT FULL - - 18" FULL 8 THICK TO BPSE Landsca E
N 3 LL -M PHILODENDRON BIPINNATIFIDUM ELEPHPAff EAR 30" 30" #7 48" FULL I�
�mQ� - 0 PHILODENDRON'BURLE-MARX' PHLODENDRONBURLEMARX 16" 16" #3 24" FULL Sp�cificdtiori
�a u�i -M SPATHIPHYLLUM'SENSATpN' PEACE LILY 16" 14" ft3 24" FULL PND THICK Plan
o�� -M STRELfiZJA REGCJAE ORANGE BIRD OF PARADISE 36" 36" - AS. FULL CLUtiP
N r w -M ANN 65 ANNUALS SPP. ANNUALS IN SEASON 4-6" POTS - 12" COORDINATE WlOWNER Sca le:N.TS.
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�el No.
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r�O •INDICATES NATIVE PLANTMATERIAL }}�� /�
��° V INDICATES VERY DROUGHT TOLERANT �}�� /
p r N M INDICATES MODERATE DROUGHT TOLER4NCE
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14-0902
Plant List Snecifications - Exterior Plants
2.10:PLANTING SOIL MIX: o cepyiqa>mu a��wgr.w..we
1.4: QUALIN ASSURANCE: BACKFILL MIXTURE: 12 PARENT SOIL,12 MIXTURE(il3 SAND,1/3 TOPSOIL,1/3 PEAT HUMUS).
SOIL ANALVSIS SHALL BE CONDUCTED BY THE LANDCAPE CONTACTOR PRIOR TO APPLICATION OF ANV 3-1; P�NTING BED ESTABLISHMENT:
SOILAMENDMENTS,FERTILIZERSAND BACKFlLL PAIXTURES.THE LANDSCAPE CONTACTOR SHALL USE A ��
QUALIFIED SOIL TESTING L4BORATORY PREPARATION'.PRIOR TO THE INSTALLATION OF PL4NT5,THE SITE SHALL BE FREE OF WEEDS,GRASS, .��
SOD,DEBRIS,ROCKS OR OTHER MATERIAL MAKING THE SITE UNPLANTABLE FOR FINAL ACCEPTANCE ALL
THE RESULT OF 7HE SOIL 7EST5 SHALL BE SUBMITTED TO THE OWNER AND IANDSfAPE ARCHRECi FOR REVIEW PLANTED PREAS SHALL BE WEED FREE.
PRIOR l'O THE APPILGTION OF SAID MATERIALS,AD]USR�ENTS TO THE SOIL AMENDENTS hU1Y BE MADE UPON
CONSULTAION WITH THE OWNERANDiHE LANDSCAPE ARCHITEC�. FINISH GRADING:THE L4NDSCAPE CONTRACTOR SHALL COORDINATE THE INSTALLATION AND GRADING
OF TOPSOIL,IF NECESSARY,N1TH THE GENERAL CONTRACTOR.TO INSURE THE SITE IS AT FINISH GRADE Gentile GIaS
i_5: DELIVERY,STORAGE AND HANDLING: PRIOR TO INSTAILING PL4NTS.
PRUNING OF TREES SHALL BE DONE ON SITE AFTER PLANTING FOR DAMAGED LIMBS OR AS DIRECTED TO 3_2: PLANTING TREES: HOIIO W flY
IMPROVE OVERALL PLANT APPEARANCE.DO NOT REMOVE MORE THAN 15%OF BRANCHES.PRUNING �qypUT PLANTS ACCORDING TO LANDSCAPE PLANS.IF A CONFLICT ARISES AS TO THE LOCATION, O'Mahoney
METHODS SHALL FOLLOW STANDARD HORTICULTURAL PRACTICES USING APPROPRIATE TOOLS.LOPPING SPACING OR OTHER CONFLICT,CONTACTTHE LANDSCAPE ARCHITECT IMMEDIATELY. y �s i o t I a t e s, I n c.
SHEARING OR TOPPING OF PLANT MATERIAL VNLL BE GROUNDS FOR REJECTION.DAMAGED,SCARRED,
FRAYED.SPLIT OR SKINNED BRANCHES,LIMBS OR ROOTS TO BE PRUNED BACK TO LIVE WOOD.THE EXCAVATE PIT TO PNO AND OME-HALF(2 12)TIMES THE DIAMETER OF TREE BALL AND NOT LESS THAN 6" Lendecepe Archftects
CENTRAL LEADER OR BUD SHALL BE LEFT INTACT UNLESS SEVERELY DAMAGED. DEEPER.COMPACT A LAYER OF BACKFILL MIXTUftE IN PIT TO LOCATE COLLAR OF PLANT PROPERLY IN A PI9nr.sre
PRUNE SHRUBS TO REMOVE DAMAGED BRANCHES,IMPROVE NATURAL SHAPE,THIN OUT STRUCTURE AND SLIGHTLV DISHED FINISH GRADE.BACKFILL AROUND BALL W1TH BACKFILL MIXTURE,COAIPACTED TO Envlrormental Coneultante
REMOVE NOT MORE THAN 15%OF BRANCHES. ELIMINATE VOIDS AND AIR POCKETS.WATERING THOROUGHLV AS LAVERS ARE PLACED.BUILD 3"HIGFI
1.6: WARRANTY: BERM OF SOIL BEYOND EDGE OF EXCAVATION.APPLY FERTILIZER AS SPECIFIED AND THEN MULCH W1TH I?0'1 Gommxce Lene
- THE TYPE AND THICKNESS SPECIFIED ON PLANT LIST. 5uite 191
WARRANT ALL PLANT MATERIAL FOR A PERIOD OF ONE(1)YEAR FROM THE DATE OF FINAL ACCEPTANCE J Itsr,Floride 33458
AGAINST DEATH AND UNHEALTHY CONDITION.EXCEPT AS MAY ftESULT FROM NEGLECT BY OWNER, GUV AND STAKE TREES,LESS THAN 3.5"IN CALIPER.IN FOUR�IRECTIONS WiTH"ARBORBRACE"NYLON �p
DAMAGE BY OTHERS AND UNUSUAL PHENOMENA BEYOND CONTRACTOR'S CONTROL.REPLACEMENTS TREE GUYING KIT WITH HARDENED NVLON ANCHOR AND 3/4"B00 LB.POLYPROP W WEBBING,fAODEL 561-515-9551
SHALL BE PAADE Vv1TH COMPATIBLE SIZE AND QUALITY OF MATERIAL AT A TIPAE REQUESTED OR (ATG-R)OR APPROVED E�UAL STAKE TREES IMPAEDIATELV AFTER PLANTING.FOR MULTI-TRUNK PLP.NT 561-515-5260 FAX
REFER TO LP-2 FOR ACCEPTABLE BV THE OWNER OR LANDSCAPE ARCHITECT.PLANT MATERIAL REJECTED DURING THE �+1P.TERIAL,ATTACH GUVS TO FOUR(4)LARGEST LIMBS,CARE P.1UST BE TAKEN NOT TO MAKE GUYS TOO v.u7GUOcon
COURSE OF CONSTRUCTION SHALL BE REMOVED K7THIN FNE(5)WORKING DAYS AND REPLACED BEFORE TIGHT.FOR TREES 3.5"IN CALIPER AND OVER,TREES MUST BE STAKED WITH WOOD 2X4 METHOD.
PLANT LIST THE FINAL INSPECTION FOR COMPLETION W1LL BE SCHEDULED.WARRANTY ON ftEPLACEMENT PLANTS FOLLOW PAIM STAKING DETAIL FOR REOUIREMENTS.THE IANOSCAPE ARCHITECT RESERVES THE RIGHT
SHALL BE 1 YEAR FROM THE DATE OF FINAL ACCEPTANCE OF THE REPLACEMENTS.ANV DAMAGE TO ELIP.IINATE GUYING OR STAKING.THE OVJNER SHALL RECEIVE A CREDIT OR DEBIT FOR THE UNIT PRICE
TOLANDSCAPE.SODDED OR SEEDED AREAS DURING REPLACEh1ENT OF PLANT MATERIAL SHALL BE OF THE GUYING OR STAKING.THE LANDSCAPE CONTRACTOR SHALL REAIOVE BRACING IN ONE YEAR.
CORRECTED BY THE LANDSCAPE CONTRACTOR. 3.2: PLANTING SHRUBS:
7_7: MAINTENANCE SERVICE: EXCAVATE PITS OR TRENCH Ph'O(2)TIMES DIAMETER OF BALLS OR CONTAINERS,AND 3"DEEPER THAN �
MAINTENANCE AND GENERAL CLEAN UP SHALL BE PERFORMED DAILY.MAINTENANCE SHALL INCLUDE BUT RE�UIRED FOR POSITIONING AT PROPER HEIGHT.COMPACT A LAYER OF BACKFILL MIXTUftE IN BOTTOP.1
BEFORE PL4CING PLANTS.CONTAINER GROWN MATERIALS SHALL BE PLANTED W1TH 48 HOURS AFTER
NOT BE UMITED TO WATERING,WEEDING,CULTIVATING,RESTORATION OF GRADE.REMOVAL OF LITTER, DELIVERY TO SITE.PLACE PLANT IN PIT AND BACKFILL AROUND PLANTS V�1TH BACKFILL MIXTURE.
MOVNNG,PRUNING,RESETTING SETTLED PL4NTS,REMOVING,REPAIRING OR REPLACING STAKES AND COMPACTED TO ELIMINATE VOIDS AND AIR POCKETS.WATER THOROUGHLV AS LAYERS ARE PL4CED. '
GUYS,PROTECTION FROM INSECTS AND OISEASES,FERTILIZATION AND SIMILAR OPERATIONS AS NEEDED FORM A 3"HIGM BERM OF SOIL BEYOND THE EDGES OF EXCAVATION.APPLY FERTILIZER AS SPEGFIED �
TO ENSURE NORMAL GRONlTH AND HEALTHY PLANT MATERIAL M1IAINTENANCE SHALL BEGIN AFTER EACH qN0 THEN MULCH W1TH THE TYPE AND THICKNESS SPECIFlED ON PLANT LIST.
PLANT IS PLANTED AND SHALL CONTINUE FOR NINEiV(90)DAYS FROM THE DATE OF FINAL ACCEPTANCE. �. '
1.8: QUANTITIES,LOCATION AND SUBSTITUTIONS: 3_4: PLANTING GROUNDCOVERS: �
THE�UANTITIES OF PLANT MATERIALS SHOWN ON PLANS SHALL TAKE PRECEDENCE OVER THE PLANT LOOSEN SUBGRADE TO DEPTH OF 4"IN AREAS WHERE TOPSOIL HAS BEEN STRIPPED,AND SPREAD ,
OUANTITIES ON THE PLANT LIST.THE IANDSCAPE ARCHITECT RESERVES THE RIGHT TO ADJUST THE BACKFILL MIXTURE.
NUMBER AND LOCATIONS OF THE DESIGNATED TYPES AND SPEqES OF PLANTS TO BE USED AT ANY OF SPACE PLANTS AS OTHERWISE INDICATED.�IG HOLES LARGE ENOUGH TO ALLOW FOR SPREADING OF
THE LOCATIONS SHOWN.THE OWNER SHALL RECEIVE A CREDIT OR DEBIT FOR THE UNIT PRICE OF THE ROOTS.COMPACT BACKFILL TO ELIMINATE VOI�S,AND LEAVE GRADE SLIGHTLY DISHED AT EACH PLANT.
PLANT MATERIAL NO SUBSTITUTION OF PLANT PAATERIAL TYPES,SPEGFICATIONS OR SIZES W1LL BE yyq7ER THOROUGHLY.APPLY FERTILIZER AS SPECIFIED AND THEN MULCH N1TH THE TVPE AND �y �
PERMITTED WITHOUT Nh21TTEN AUTHORIZATION FROP.1 THE LANDSCAPE ARCHITECT.THE OWNER AND/OR 7HICKNESS SPECIFlED ON PLANT LIST,LIFTING PL4NT FOLIAGE ABOVE MULCH.MULCH SHALL BE SPREAD ?-1 �
LANDSCAPE ARCHITECT RESERVES THE ftIGHT TO NOT ACCEPT PLANT MATERIAL THAT DOES NOT,IN THE ,�
OPINION OF THE OWNER AND/OR LANDSCAPE ARCHITECT,MEET THE SPEGFICATIONS HEREIN. BEFORE PL4NTING PL4NT5IN POTS LESS THAN i GALLON SIZE(4",LINERS,ETC.�. (� '
2_7:PLANT MATERIAL: y a I � I O
S�ecifications - Lawns and Grasses �
2=Z' PROVIDE SIZES AND SPEGFICATIONS OF PLANTS AS SHOWN ON PLANS OR LISTED ON PLANT LIST.ALL r
z=3' TREES,PALMS,SHRUBS.GROUND COVERS AND OTHER PLANTS SHALL CONFORM TO THE STANDARD OF 2_�; pRODUCTS: � � � 1 �
� FLORIDA NO.1 OR BETTER AS GIVEN IN THE LATEST EDITION OF GRADES AND STANDARDS FOR NURSERY SOD SHALL MEET AMERICAN SOD PRODUCES ASSOCIATION STANDAftDS FOR NURSERY GROWN SOD FOR � �
PLANTS BY FLORIDA DEPARTMENT OF AGRICULTURE,PART I AND II.PL4NT MATERIAL SHALL ALSO THICKNESS OF CUT,PAD SIZE STftENGTH OF SECTIONS,MOISTURE CONTENT AND THATCH.SOD SHALL BE �.]
q CONFORM TO THE AMERICAN ASSOCIATION OF NURSERYMEN,INC.(ANSI)BUIIETIN Z 60.1-1990 AND AS � .
a GUARANTEED TO 8E UNIFORM IN COLOR.LEAF TEXTURE.AND SHOOT DENSITV AND FREE OF N,'EEDS, � � (/�
REVISED.
� DISEASE.FUNGUS.INSECTS OR OTHER IMPERFECTIONS AND SUFFICIENTLY KNITTED TO SUSTAIN GROWTH. � �
U SOD SHALL BE MOWED FOR FINAL ACCEPTANCE. � ��� �-�'
SPECIMEN PLANTS SHALL BE FLORIDA FANCY OR BETTER AND SHALL CONFORM TO THE LITERATURE
.o STANDARDSLISTEDABOVE. 2_3: FERTILIZER: � �
� 2.4: TOP SOIL: FERTILIZE TURF AREAS lM11TH TYPE 1 FERTILIZER,COMPLYING N1TH THE STATE FERTILIZER LAWS.THE l � �
O FERTILIZER SHALL BE CHEMICPLLY DESIGNATED NATH 12-&8.PROVIDE AT LEAST 50%OF THE I-•i �
� Details TOPSOIL SHALL BE FRIABLE FERTILE SOIL Vv1TH REPRESENTATNE CHARACTERISTICS OF AREA SOILS IT pHOSPHOftIC AqD FROM NORMAL SUPER PHOSPHATE OR AN EQUIVALENT SOURCE PROVIDING A MINIMUM
j SHOULD BE FREE OF HEAW CLAY.SILT,STONE,EXCESS LIME,SHELL ROCK,PLANT ROOTS,WEEDS, OF iYVO UNITS OF SULFUR.THC-AMOUNTS OF SULFUR AND ALL OTHER CHEMICAL SHALL BE INDICATED ON '
U DEBRIS OR OTHER FOREIGN MATTER.IT SHALL NOT CONTAIN NOXIOUS PLANT GftOW�H(SUCH AS THE QUANTITATNE ANALY515 CARD ATTACHED TO THE UNOPENED BAG.
PO:NT 4T WIIGI 9PECIFED BERMUDA.TORPEDO OR NUT GRASS).IT SHALL TEST BETWEEN THE PH RANGE OF 5.0 T0 7.0 UNLESS
� � � / 9ECu�BAitEN9 uV 1-3/4"HIGH Cl.RBGN T�E 9PREM IB rEa9uRED OTHERIMSE SPECIFIED AND CONTAIN NO TOXIC RESIDUE OR SUBSTANCES THAT WOULD ENDANGER PIANT 3.1: LAWN PREPARATION:
Po'�NT AT uNlcu oA uek,NT Is ,/ g7EEL BF+:D9 TO NOLD BATiEN9 IN P�,4GE THIN eRa:Gue9 Br Ir3 TOTnL Mn58 GROWTH.IF TOPSOIL IS NOT AVAILABLE ON SITE,IT SHALL BE IP.IPORTED FROM LOCAL SOURCES NATH
ME4911RED t:
� � � DUIxIrG PLa1tIrL'PF.bJEGT.Do NOT NAI� f�iAIN NANRaL ipat.NO RaAWNG SIMILAR SOIL CHARACTERISTICS TO THAT FOUND AT PROJECT SITE.OBTAIN TOPSOIL ONLV FROM LOOSEN SUBGRADE TO DEPTH OF 4"AND GRADE W1TH TOPSOIL PROVIDED ON SITE OR IMPORTED TO
cAODAGE P4LM4 to BE �T��To PALn. HEIGHT cf BATTENe 9NN.L BE DCNS PRIOR To ,/ NATURALLY,VvELL-DRAINED SITES WHERE TOPSOIL OCCURS IN A DEPTH NOT LE55 THAN 4", FINISH DESIGN ELEVATIONS.ROLI PREPARED LAWN SURFACE.WATER THOROUGHLY,BUT DO NOT
°..NALL BE LccAtED W RELATIt�I TO TNE InBTaLLAT:oN AVD SHI.LL eE -y CREATE MUDDY SOIL CONDITION.
�p SLIGK�WFLtIGANE CUt �NEICMT GF TH'E PALM FOR ADEGUATE APPF17vED BY LA4D9GAPE 'C�
LL 1 BR4G!Ka. BTEEL BAND9 BHALL NOT Td1CH areuirec* po:Ht aT uwicN s�clFieo ovewu� 2_5:INORGANIC SOIL AMENDMENTS:
� TIE FR4ND9 WiHURLAP OR ��- TPoJNC OF TfEE. ,�'�� FERTILIZE SOIL AT THE RATE OF APPROXIMATELY 10 LBS.PER 1000 S.F.SPREAD FERTILIZER OVER THE
� 143TALL TREE FRQi TREE 9TAKI � TREE HEIGHT IB MEA611f�D
9InILOR BIODEGRtiD.nBLE �x y � SAND SHALL BE CLEAN,SALT-FREE AND CONTAINING NO EXTRANEOUS MATTER. AREA TO ftECENE GRASS BY USINGAN APPROVED DISTRIBUTION DEVICE CALIBRATED TO DISTRIBUTE THE
MATERIdL TO FROTEGT BUD �,(r PMDIIGT A9 SPEGIFIED BY THE �I
u. �� - iry.pR appRovED Ecua1.3/4^ �,��`. a � -u.EeBINC,To 6E�EnovED Ai ErlD cP APPROPRIATE QUANTITY.DO�OT FEftTILIZE WHEN WIND VELOCITV EXCEEDS 15 M11.P.H.THOROUGHLY MIX
QI ���� ! - Po�r�r��ueeeer.�ooP �� ��y+TY PERIOD Br LNL'i9CAPE SOIL CONDITIONER SHALL BE AXIS"REGULAR"CALCINATED DIATOMACEOUS EARTH,MFG.BV EP FERTILIZER INTo THE TOP T'OF TOPSOIL ..
BTEEL B.wD /�� ��a° MINERALS,LLC,APPLIED AT 10%BY VOLUME.CONTACT AMS,INC.,86&54&3797 F�R I OCqI
LLEBBII'G T�:91 CROTCH CF LCLLER �' CONTRAGTOR BR4C'RG M4Y BE
� � b(I"Xd��nW"1 BRNlCEB AND EXiE1:D U" � ' �'� a MODIFIED FCR I1RBpN CONDITIGN9 � •
POINT AT UMICH G.T.OR B.T. � � 'u000BaTreNe BEYQ:D TpAK Fngre�u a;e�e °�`' ��-t�o �TEQI4TIVE BGqCIW.a SYSTEM TO BE DISTRIBUTOR.SOIL CONDITIONER SHALL CONTAIN THE FOLLOWING PROPERTIES: 3_2: SODDING:
uEIGHre n�ME,a&l�D ��'. 5 L4YER9 GP BI.RLAP GR M1D BLIDE iOWGFAB N:GHOR TO � APPRovED Br LFNo5c4rE SOD NPE SPECIFIED ON PLANT LIST SHALL BE MACHINE STRIPPED NOT MORE THAN 24 HOURS PRIOR TO
� f � 8'MILAR BIODEGR4DABLE TENBICN 'O'- y 4RCHITEGT.Tf�E9 OVER 35"GALIPEF OPALINE SILICA Si02 90% U11'ING.
F PO'Nt AT LLHICH CIU.OR GW. " MdTERIAL q l, '��.�-�-Aa TO lw4E PdLM 9TqK'NGDETAIL.BR4GI�lG � �
�Ks�Te qr�r�nS�:rsED ir�E G.a�I�R 91ze sun�L ae ��' POROSIN 82%
� ` p• MU9T BE vl5!0LE�bGFE FOR
ALL BRacPY TO BE FEYrovED 4t END oF �q9��D AT 6'ABOVE GRADE U= FEDEb*Rla`5 ABSORPTION ASTM F-726 114% LAY SOD STRIPS WITH TIGHT JOINTS.DO NOT OVERLAP.STAGGER STRIPS TO OFFSET JOINTS IN
3 No xwv�o or+scar+�o rra+acs ( )
p UW1dt6YTY PERIGD BY LN:DBGdPE t0�MCL.4•GdL.M'D I]'.�BOVE G �r pRpvIDE 4 LLEBBIIYa STRAPB SP4CED
�,y n. NDJACENT COURSES.WORK SIFTED SOIL MIX INTO MINOR CRACKS BETVJEEN PIECES OF SOD AND
MINIMIM 4 fJ%4J UpC'D 6RAGE8 GGNiRAG1GR BRAGhlG FIAY BE I'IODIFIED �ppE FGR L4FYf_R CALIpER TFEE9� � PH RE SIZE 0.1-1.0 MICRON Dcsiyned: r�++�n^,�
� H4IL INro BAireN9 Wr�oD ru1L9 FaR�RH.av CONDITIOr:9.aLTEfw4TIVE AT 90'4PART. REPAOVE EXCESS SOIL DEPOSITS FROM SODDED AREAS.SOD ON SLOPES GREATER THAN 3:1 SHAIL BE
� v ePdCED Ai 4 M}I'rAr1 cP 90• BRdcIrY 6rsiEM TO BE nPPROVED Br ��' BaFEtr FLFGb(rrPJ P STAKED IN PIACE.ROLL OR TAMP LIGHTLY AND WATER THOROUGHLV VNTH A FINE SPRAV IMMEDIATELY Di-1���n: �ti���
3 LMpSGAPE ARCHITEGT FOLD BAGK tOP 1/J 6 BUIiLdP CEC 27
O ' RL�oT BALL 9LIGHTLY aBovE FINISN AFfER PLANTING.
O BdFETY FLdG9lTYP.) 1�HOVE ALL 9YNiHEiIG BURLAP Avvl(�VCa: GG�/EOM/.�ti41
,W _ RGbT BALL BLIGHiLY ABOVE wr Wi�Be.wcErs BELaL TGP GRI.DE. '0t M4kIMIA�1.DO NOT PILE 2_8:ORGANIC SOIL AMENDMENTS:
Q � FOLD BACK tOP Ilt OF BUR�AP FMIBN GW+DE. b�4 I�AXII�ATI. NALF 6 ROOT BALL , ����*���*���. Landscape Certificatoin ��tC: P/IS/Ih
m � REHOVE ALl bYNTi+ETIG BURLAP ; DO NOT PILE 801L GN tOP - 3'EdRtH Rh.G FOF W4TER PEAT HUMUS SHALL BE DECOMPOSED PEAT W1TH NO IDENTIFIABLE FIBERS OR IF AVAILABLE.MUCK P.1AV 6E )�h n� i.�_��_
W o CUT WIRE BASKET9 BELOW TOP CF ROOtBALL. FERTILIZE A9 PER LLRITTEN - � _ GOLLEGTIGN WITH GENTLY SUBSTITUTED AND SHALL BE FREE FROPA STONES,EXCESSIVE PLANT ROOTS,DEBRIS OR OTHER FOREIGN �NOSCAPE CERTIFICATION:THE IANDSCAPE ARCHITECT SHALL PROVIDE FINAL CERTIFICATION TO THE
W HALF GG ROOT BFLL j y 9PEG9. 45 ! ..SLOPhrC+SIDES ReVi51(�f15: 9/_H/1h
'i /� MATTER.MUCK SHALL NOT BE OVERLY SATURATEO Nl1TH WATER. 01M1NER AND 1l�UNICIPALITY THAT PLANTS ARE INSTALLED PER THE DESIGN PLAN.DETAILS AND
a c� `ty r�''l;'`� - -I I -� ' SPEGFICATIONS.ANV CHANGES TO THE PLAN WILL NEED TO HAVE THE LANDSCAPE ARCHITECT ���'���E
rl III-iir FmisuGenoE H� IIFIIHI .11I- I�I II'=11r
� m FMI9N GRADE I IIi I�-�� I � - � ' '\
o T�� � I'�T IGI t� � � I II 2.7:FERTILIZATION: APPROVAL VRIOR TO INSTALLATION.CONFORMITY TO FLORIDA GRADE#1 IN THE ROOT BALL REQUIRES
Z Z 3'EARiH R"1G FOR LL44TER ���f TYPJ � �-(r.
Ex18TiNG&iEGppDE '�� THE LANDSCAPE ARCHITECT TO INSPECT TREES PRIOft TO INSTALLATION AT THE SITE.IT IS THE
Q � � � � � �I' coLLEGrICN wITH GENiLr Ex19iIr,G°A1BGW+DE � - - - PROVIDE FERTILIZER UNIFORh1 IN COMPOSITION,DRY,AND IN A FREE FLOWING CONDITION FOR
W 1 x 4��8T� I iii I I 1 I I i� =�1. 6Lop�W,BIDEB I I -f � I 1�1'LCH irpE q�o THICKNe551u RESPONSIBILITV OF THE OWNER/GENERAL CONTRACTORMNDSCAPE CONTRACTOR FOR ORGAMZING
-r II�I IJI III I �II_I=71=(!1= SPECIFIC4i!CfL Do Noi PL4CE APPLICATION BY SUITABLE EOUIPMENT.AND DELIVER IN UNOPENED BAGS OR CONTAINERS,EACH FULLV
BRaCE!Nro vl�xs'N BOIL. I. I�I I I I II=il I I.�-II1= INSPECTIONS OF FLANT 1.1ATERIAL PRIOR TO INSTALLATION.
� � TOE Nn�L Ir�TO nNeuo¢ I�III II I IIH��HI III- Bae�ILL Mlknx� � �1 II-111 I�l fIl IiI I� III- ru�GN n�a�N9T ira+u e�r�E L48ELED.
�j �I- Ii=1I�II II IIJII II_III nu�GNTTr-EtwDTNIGiwE99IN I II I_I-II III d III-�II-Id�
P �rzTiu�asr�rz �-ill II I11II I��I,II_�Ili= er�avicnna+. oorarance `��-m fl f�l.-m T=m�
`_� uRITTEN BPEcO. " � � ' FERTILIZE TREES,SHRUBS AND GROUND COVERS IMTH"MIIORGANITE"OR AN APPROVED COMPLETE
O - HULGH K.aAINgT THIYC OF T1�E
�' V BAC1cPILL nlxNrE PL.u+i Plr ro BE 45�Ir��9 ruE FERTILIZER.APPLY"A1ILORGANITE'IN A CIRCLE AROUND THE PL4NT BEFORE MULCHING.DO NOT TOUCH General Notes:
Z FL0.Yi Fli TO 6E]5 i;v,=9 iF:� Sed�
�?! �9 olan=lER o�tuE PLaVi evLL Dla^etER cP tue PLnr+t B.4L THE PLANT IMTH THE FERTILIZER.WATER IN FERTILIZER AFTER MULCHING.APPLY MILORGANITE" SOD TO BE ST.AUGUSTINE
- 7 FERTILIZER AT THE FOLLOVv1NG RATE'
3 � Palm Plantin Detail N.T.S. Tree Plantinp Detall N.T.S. 5.00LBS.ORIA.SCUPS/PALMS
U '� � b 3.00 LBS.OR 8.70 CUPS/12-i6'MATERIAL ALL PLANTING AREAS SHALL RECEIVE 100%COVERAGE FROM A FULLV AUTOA7ATIC IRRIGATION SVSTEM
� � Tiee P�anting�Ver 3.S"Ca�. Tiee Plan[ing 1"TO 3.5��Cal. 2,00 LBS.OR 5.80 CUPS/&12-MATERIAL EoVIPPED NATH A RAIN SENSOR.
? O 0.69 LBS OR 2.00 CUPS/6-8'MATERIAL
3 � � 0.19 LBS OR i!2 CUP/3 GAI.MATERIA� ALL CONSTRUCTION DEBRIS&HARDPAN TO BE REMOVED FROM PLANTING BEDS TO A DEPTH OF 30"
oai > rolui At uu1cH sPEcIFE� EauIDIeTaNr SPacl�y,pp uEppe.MIH. ��� �1���e�'""'��-�- 0.10 LBS.OR 1/4 CUP/1 GAL MATERIAL UTiLITES:
9 U SWa:O°iPREAD IS MEA&:2D 8'-10'SEPER4TION ON qLL PLP11E6 �� (
O O ccNTlwious rni�cu eev � - 2_8:MULCHES:
POINT 4T LLHICH SPEG'FIED OVERALL ��ed� //'/�ry� � ABOVE AND BELOW GROUND UTILITIES SHALL BE VERIFIED AN�LOCATED 8Y THE LANDSCAPE
� � 5Hra1B HE Wut i;Ekat IS nE4wr�D �'y�i° NNLGH iYpE a1D THIGKNE09 iRlyc9 t0 cu¢vE ax LEnN alt .,� T//j Ea�ror.Hr MULCH TO BE APPLIED TO ALL PLANTING BEDS,3"THICK MIN. CONTRACTOR PRIOR TO COMMENGNG K'ORK IN THE PROJECT AREA.IF UTILITY PLANS ARE AVAILABLE,
eo a IN SPEGIFICATIGN.DO NOT NW1Y FROH 0.U9iER 10 ALLOW SUJ PINE STRAW MULCH SHALL BE APPLIED ONLV TO THOSE AREAS AS INDICATED ON THE PLAN.APPLV 6"FLUFFED,
v a�t � � f`. /// I� THE CONTRACTOR SHALL EXAMINE THEM AND BRING ANV AND ALL CONFLICTS TO THE ATTENTION OF THE
REMOVE PAPER PLAStIG OR I'tETAL PLncE M1LCH AGAin9T .4GCE85 TO uEAD yy�' - ?� \ 2-3'THICK AFTER COMPqCTION. OWNER AND/OR LANDSCAPE ARCHITECT.WHEN WORKING IN AN AREA NhiERE KNONM UTILITIES EXIST.
� � GGNTANER iH4i MAY BE ARqWD �� � t���°-+��6 ••: "� \ � /
N � RooT. Iv BALLED�BI:QLAPPED. r �y N � DIF�crICN ov u:rzvED Tra+K �� � ��� � UTILITY LOCATIONS MAY NEEO TO BE STAKED BY A SURVEYOR OR THE UTILITY COMPANIES.THE LC 00001��
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I R R I G A T I 0 N N 0 T E S I R R I G A T I 0 N L E G E N D S P R A Y B 0 D I E S R 0 T 0 R H E A D S .��
7.)SOME PIPE UNES ARE DRANN OFF SET FOR CLARITY. INSTALL ALL SRE RAINBIRD 1800 SERIES SPRAY BODIES&ADAPTERS RAINBIRD 5000 SERIES
IRRIGATION LINES IN LANDSCAPEO AREAS. �„��� POINT OF CONNECTION TO THE POTABLE IRRIGATION WATER$UPPLY POLY PIPE AND INSERT FITTING SVANG JOINTS POLY PIPE AND INSERT FITTING SWING JOINTS
2.)REFER 70 THE LANDSCAPE PLANS WHEN TRENCHING TO AVOID TREE PROVIDE MPR SPRAY NOZZLES PER PLAN 6"POP-UP BOD7 IN TURF GGC�G�❑
ROOT BALLS TO INSTALL HEADS AT APPROPRIATE LOCATIONS. USE U-SERIES NOZZLES FOR"D"&"K"NOZZLE DESIGNATION
3.)ADJUST ALL NOZZLES 70 REDUCE OVERTHROW ON PAViNG&WALLS. � INDICATED ONPLANLLERzO vOLTAl3 AMPCELECTRI�CCRRCUIT FROMNNEAREST USE VAN SERIES NOZZLES FOR"Z","Z2"&"Z1"NOZZLE DESIGNATION 5000-MPR-25(RED)NOZZLE HO�❑LJLJ
THROTTLE ALL IRRIGATION CONTROL VALVES AS REQUIRED TO PREVENT ELECTRICAL PANEL,BY THE BUILDING CONTRACTOR. AT 45 PSI
FOGGING. SET CONTROLLER RUN TIMES TO MATCH PLANT WATER NEEDS PRONDE CONTROLLER GROUNDING H1TH 15',Y6 BARE COPPER WIRE, S�6" POP-UP TURF SPRAY BODY O�' ��I I
AND SOIL CONDITIONS. � 25'90 DEGREE HEAD(1 GPM) �GC❑
5/8"X 6�COPPER CLAD GROUND ROD AND CADNELD GT1161G NELD Kli. T ��Z" Ppp-UP SHRUB SPRAY BODY i A i io i i i i ii ii il i i�i.
4.)INSTALL RISERS 18"FROM WALLS OR BUILDINGS,AND 24°FROA1 RAINBIRD ESP-L%MODULAR SERIES N1TH WIRELESS RAIN SWITCH, e 25�180 DEGREE HEAD(2 GPM) L!:di i i i i An i ni i ii
PAVED SURFACES. PAIN7 ALL RISERS AND SUPPORTS FLAT BLACK. HUN7ER I-CORE SERIES N7TH wIRELE55 RAIN CLICK. R�X" SHRUB NOZZLE ON PVC RISER
B 25'360 DEGREE HEAD(4 GPM) P���
5.)WSTALL POP-UP HEADS 18"FROM WAILS,6"FROM WALKS.DECKS �TREE BUBBLER ON FLE%PE PIPE Ei i roi mi�i:i Coi i i�ii i ii
AND CURBS,6 FEET FROM CURBLESS ROADS.AND 30'FROM THE END OF � IRRIGATION CONTROL VALVE. PLASTIC BODY N1TH FLOW CONTROL.
PARKING SPACES. MOUNT IN 15"RECTANCULAR VALVE BO%. SIZE INDICATED ON PLAN. 5000-MPR-30(GREEN)NOZZLE
6.)SET TOP OF POP-UP HEAD CAPS 1"ABOVE FINISHED GRADE PRIOR RAINBIRD PEB PRS VALVE SERIES,OR E�UAL. AT 45 PSI
GPM AT 1i� iComm r i Il i i i
TO SOD IX2 AIULCH INSTALlA710N. HUNTER ICV VAIVE SERIES,OR EWAI. LEffER 30 P51 �IUS PATfERN
7.)REFER TO UTILITY PLANS PRIOR TO TRENCHING. THE IRRIGATION � 30�90 OEGREE HEAD(1.4 CPM) Si iii 1 A
INSTALLER SHALL BE RESPONSIBLE FOF2 1HE REPAIR OF ANY DAMAGE TO A i�iii r Fad i i i i i i
A 0.9 15' QUARtER
04 IRRIGATION CONTROL VALVE TAG. INDICATES VALVE LOCA710N,STATION � 30'180 DEGREE HEAD(3 GPM) ������
U7ILITIES CAUSED BY THEIR WORK DURING THE PROJECT. NUMBER,SIZE AND ZONE FLOW RATE. B 125 15' ONE THIRD
B. ALL WORK SHALL BE GUARANTEED FOR ONE YEAR FROM THE DATE OF 55 GPM ��5' CC1Il777477FAX
) C 1.85 15' HALF � 30"360 DEGREE HEAD(6 GPM)
FINAL ACCEP7ANCE AGAINST ALL DEFECTS M EWIPMENT AND D 2.5 15� TV/O THIRD i i 2GHO.iom
WORKMANSHIP. IRRIGATION ISOLATION VALVE. SIZE SAME SIZE AS PIPE. MOUNT IN 19" E 2.8 15' 7HREE QTR.
� 5000-MPR-35(BEIGE)NOZZLE
9.)ELECTRIC POWER SUPPLY FIX2 THE IRRIGATION CONTROLLER SHALL BE RECTANGULAR VALVE BOX WITH 8"NDS DRAIN PIPE EXTENSION AS NEEDED. F 3.7 IS' FULL Ai 45 P51
BROUGHT TO A JUNCTION BOX AT THE CONTROLLER LOCATION BY THE 2.5"AND SMALLER- BRONZE THREAD ON T1PE Wlhl NHEEL HANDLE. G 0.65 12' QUARTER
BUILDING ELECTRICAL CONTRACTOR. IRRIGATION INSTALLER TO PROVIDE H 0.9 12� ONE THIRD Q 35'90 DEGREE HEAD(2 CPM)
ELEC7FiICAL PERF1175 AND LICENSED ELECTRICIAN TO CONNECT 1HE SIZE PVC MAW LWE PIPE. CLASS 200,PVC. INSTALL 18"DEEP. � �y �q• �F 35'180 DEGREE HEAD(4 GPM)
IRRIGA710N CONTROLLER EOUIPMENT TO THE P014ER SUPPLY. ■�■ 2.5"AND SMALLER,SOLVENT WELD PVC PIPE AND FITTINGS. K 1.75 12' TWO THIRD �
70.)IRRIGATION WATER CONNECTIONS AND SYSTEIA CONSTRUCTION SHALL L 1.95 12' THREE QTR. � 35'360 DEGREE HEAD(7.5 GPM) .
COMPLY H1TH THE REQUIREMENTS OF LOCAL CODES FOR IRRIGATION SIZE PVC LATERA�LINE PIPE. CLASS 200,PVC. INSTALL 12"DEEP. M 2.6 12' FULL �
INSTALLATION AND CONNECTIONS 70 THE WATER SUPPLY. 2.5��AND SMALLER,SOIVENT WELD PVC PIPE AND FITTINGS. N 0.4 10' OUARTER
11.)IRRIGATION INSTALLER TO ACOUIRE ALL PERIAITS AND UTILIZE ALL PyC SLEEVE PIPE.CLASS 200,PVC. P 0.5 /0' ONE THIRD
SAFETY PRECAUTIONS REWIRED TO WORK IN ROW OF ROADWAY. SIZE SLV.
12.)SIXTY(60)PSI MMIMUM STATIC WATER PRESSURE IS REWIRED FOR SOLVENT NELD PVC PIPE AND FITTINGS. R 0.8 10' HALF �
THE EFFICIENT OPERATION OF THE IRRIGATION SYSTEM AS DESIGNED. Q 1.58 10' FULL
VERIFY THE MINIMUM STATIC WATER PRESSURE IS AVAILABLE AT THE U 0.6 4'X 15' END STRIP
PROJECT SITE PRIOR TO 9EGINNING THE IRRIGATION INSTALLATION. NOTIfY V 12 4'X 30' SIDE STRIP �
THE LANDSCAPE ARCHITEC7 IN HRITING IF THE MINIAIUM STATIC WATER W 12 4'X 3D' CENTER STRIP
PRESSURE Oft WATER VOLUME IS NOT AVAILABLE. X 1.7 9'X /8' SIDE STRIP �
13.)AT THE END OF PARKING SPACES PLACE HEADS IN LINE WITH Z1 VARIES 10' 10'ADJUSTABLE ARC
PARKING STRIPES OR 2.5 FEET FROM BACK OF CURB.(TWICAL) Z2 VARIES 12' 12'ADJUSTABLE ARC
14. PRIOR TO STARTING THE WORKS INSPECT THE SITE AND LOCATE ALL Z VARIES 15' 15'ADJUSTPBLE ARC �
� Y 0.5 1' FLOOD BUBBLER (�
EXISTING IRRIGATION PIPES,VARES AND EQUIPMENT. PROVIDE LABIX2 AND O 1.0 5' STREAM BUBBLER �
AIATERIALS TO REPAIR ANY DAMAGED EXISTINC IRRIGAITON.PROVIDE 7 0.3 8' Ol1ARTER ,�
"LIFELINE"PIPES AND N1RE5 TO KEEP ADJACENT IRRIGATION ZONES 2 0.4 8' ONE THIRD �'L.�
OPERATIONAL THROUGHT THE WORKS. 3 0.5 8' HALF
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CROUND CONiROLLFR EWIPYENT 1NM AM(LOC�rnM!Of SLEEVE MiX.1
19'RECiAMWILNt VALVE BO%. 5/8'U�AYEIER%6'IONG COPPER CL�D 5EC110x PVC vpE LOCAiE BOIx
CdL CONiR(IL M1RE5 W VAL1£BO% �WND ROD YCUlVEO TO/6 CAUGE BARE �p5 pi ygyE
COPPER GRWN�M1RE MTH RCORN CLA4P
C/.ST NtPV GA4(Ei G�IE WARR%t00F SPl10E YAhAIAL PER MANUFACNRER$PECS.USE A1
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�N�K�. C/�BLE AND SURCE DENCE.
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B'PVC El(lFNS�ON n5 HFEDED �AL�E BOx MM lA EX7ERNAL WALL MOUNT IRPoGATION
CONIROLLER YARI INIERNA�3-N1RE S7EP Fx1y�[p pGpE-vubES
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- - irns�rtD cRME Pibdt To w�tx � $ECURE TO&11LDING WALL. SC��
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-i11= -I I I- �,�,�n������� 1.5'PVC Spi.40 CONDUIT AND iIT71NG5 ��I�� _ I I I�
T_I _Ir_ �uNcna+eox ��a�o�creo s�-a�c
- - - - - 1'PVC SCH.40 CONDUIT TO POWER SUPPLY
IRMCATp! i1LL/PW1M1G fILL/EpS11NG SqL
uu�uwc cawwnox vuecs
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u,rHn�uic aivc auow rnnoc rim���c ws LC rm-!I m
u+aN�M tY DEPM 120 VOLT,B AMP,J YARE PRIMARY GRCUIT �a���o���
CWP�CtED ExC�VniEo uAiEmAL FROM DEDICATED BRERKER IN ELEC.PANEL PER UNqSNRBEO SdL 5�����
GATE VALVE SOLENOID CONTROL VALVE CODES.BY ELECTRICAL CONTRACTOR.
� � �WALL MOUNTED CONTROLLER ��SLEEVE UNDER PAVING Irr�r�L��
NOT TO SCME NOT TO SCUE NOT TO SCALE NOi',��'J D�
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PROVIDE 5`MAIMING POOL ALARM THAT SOUNDS ��
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m KNOXBOX& �p, p„T CORRIDOR p � CORRIDOR N
SECURITVCAMERA180 � , I i I ` �
FIRSTFLOORUNITTYPESCHEOULE yu� UP U ��y{ f. I i I � Z�
TTm STAIR � STAIRAI�MIIR i i i � N
SITE UNIT C UNIT C KNO%BOX 8 a
AVERAGE PIAN k0'r -- SECUftINCAMERA180 h
UNITTYPE STU�IO BEDROOM AREAS.F. UNITS BEDS . I i I
— -- W oM
� - i � i w
MC 1 0 7025.F. 4.5 18 -__ - � Q�
AL 1 0 5255F. 5.5 12 � Nx
TYPE'A' 0 7 630S.F. 3 3 ' -- - - UNITC I � I , ■ , �LL O
TYPE'8" 0 1 702 S.F. 6 6 - UNIT C , I I W O o �
NPE'C' 0 2 1212 S.F. 11 22 3 A4.2 .. . A4.2 2 I I � Y� w
TYPE'D' 0 2 1355 S.f. 2 4 b � �n c
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TOTAL 35 ]7 I� $ � I A i I m w
KEVLEGEND �� �.,,,. .. .. I I � g� O
MC:MEMORYCARE UNITB � ` ' c _ y I a �
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NPEA,B,C,O,E'IN�EPENDEN�LIVING � UNITC I F� I ,,�pwUC�teN��4
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y;�'x
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q ° � � ��•�5
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- ALCOVE RM. qED UNITC `
eb � S____ ^
A4.3 I � I
I KNOXBOX& - UNITA MAftK. MMIN r , i � EO DRC B��ry $ I j I
A4.1 C �. �.�.—J—��������� SECURITYCAMERA160 TIL. DMC GRAND ISPA UTIL.
FOVER �
N i ii
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STAIR STORAGE '��� CORRI�OR i i �' STORAGE
r - yLY1LL tOBBVI � �'WORK �
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f ELEC. LEAN - pMNG J PI IL--� (?lJ AO (?�J � UNITD i �, ``, I Q
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DIR. / \ t}�_____VKTH%/ t?4 � I i I �
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R ST��� � O'Q OO TORAGE
v 04 Z*4 �
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b SECURITVCAMERA180 �ST.> jj CORRIDOR �� �qUNDRY 23 ' I ----- ----- ------ ----- ^� UNITC LL
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, • _____ ______ . .... _ 'a
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I
i /��
m N�i .�.Y rc . �
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MC �MC� MC 1 .. I �I � W
n
A4 3 I 1'
QUIET }fy���j �j�y�{j - �
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i v e
• ' 170-0314' �
i � . ' `
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' �1 I I I f . . ... �
- MC rc N� `- -_ ORRI�OR - MC - � I I � '�i I ` '
p SiAFF MEDS . . I' �i II A42 1�
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MC , , MC �� . �.�.-_._,.J ' � ( �� "I � V Y �n
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70
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SECURITY � ' � .. � ��''I ....
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MC , CAMERA180 � MC I �' :�� � O 66'-6' PftOJE TNO: DATE
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. .
^ 7 A4.2 A4.2 8 f � � � � AL _J. --_- _ STAIR KNOXBO%8 I NO. OESCRIPTION DATE
_
� I
� MC MC � � -- —T_ KNO%BOX 8 �'r ��� ., c�i SECURITY CAMERA�80 I .j'7 ZONING RESUBMISSION 17/07/18
� � � �
- � - SECURITY CNMERA 180 "
„ � � N - AL � I , , !I
� . . �
KNOX BOX ��� / � � I i I
- / � AL _ I � ,i I
39'-21/4' - 45'-8J/1" � 39'-21/4•• . . . . i
. . . . � . - PL . UNITE I � !'
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- — ' � " � '' FIRST FLOOR PLAN
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e --------y
111'-11/6' f02'-109/4• �' 2T.9' 3T-21/4' Ifi8'-83/1• 13•-6• . 51'-171/{' 3'-'. �'����
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d 592'-5114.•
_ _
o N _Z _ _- - _
N
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61'-777M" H'-6" 165'-0914° 9'-6' &l'-111/4" v
SECOND FLOOR UNIT TVPE SCHEDULE W
SITE �
AVERAGE PLAN tlOF
UNITTYPE STUDIO BEDROOM AREAS.F. UNITS gEDS - ;r �
' UNITE o+ UNITE .= �
MC 1 0 302 SF. 0 0 � c+
AL 1 0 525S.F. 5 13 `
m
TYPE"A" 0 1 830 S.F. 3 3 �` /l �
NPE"B" 0 7 ]82 S.F. B e . . v �
,�• 10•U o� 1V'0" /'�/ >
IYPE"C' 0 2 1212 S.F. 17 22 ` Q
�
TYPE9' 0 2 13555.F. 2 4 ^/ w
TYPE"E" 0 2 i6A0S.F. 6 12 V Z�
TOTAI 35 82
STAIR UNITC UNITC� STNIRA � p,
KEYLEGEND N�
MC:MEMORYCARE
W ��
a o
ALASSISTEDLIVING UNITC � yQ �
TYPEA.B,C,D,E:INDEPENDENTLNMG '� � " �
UNIT C N � U
3 A42 � � �P J
A42 2
I Yb
U� s
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v � � ��^ >
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S Z
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UNITC
UNIT A
b' UNIT B UNIT B `` � UNIT E
A/.1 4
� UTII. OPEN TO BELOW ���_
30'-9' �
OFFICE pg•.101/2' 2&'-101/2' �,�, OFFICE
` �LiLLYSTAIR D
FIRSTFLOORROOF L088Y2 a ______ c� � �oaev'i; , Z
;d'� CORRIDOR
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MT Wf f 3 A4.7 /
w �----- UNITE UNITE �
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m y � ` �
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f �p o �
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N 4 A42
PftOJECTNO DATE�'
� TAIRETTTR� U ��� 562800 Janury12075
7 AC,2 A42 8 A� STAIRB REVISIONS
NO. DESCRIPTION DATE
1 ZONINGRESUBMISSION 11/07/78
� . . Al 17•�6• .
R
e AL
�
AL UNITE �
SECOND FLOOR
� 61'-77 7p" 18B'-83/4' 88'-51/4" 3'- . e'A H
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0
N
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AVERAGE P�AN 60F . '
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NPE"A' 0 1 630 S.F. 1 1 � � � � �� . � 1 �
TYPE"B' 0 1 ]82 S.F. 9 9 � � �
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TYPE"0" 0 2 1355 S.F. 5 10 '^/ �
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KEYLEGEND � N
MC:MEMORVCARE . ��
W �
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AL:ASSISTED LIVING . � � • . . � N u
ttPEA.B,C,D,E:INOEPENOENTLIVING � � �
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.... � 3 A6.2 � � �
A4.2 2 O�' w
� Y�O
�ai C
�O W
� m W W
Z
^� �
ma �
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., r �
un�irc uNirc _ urnic uNiTc ; ,,•1y����"n N���
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46'-6' S7'-6' 46'-6' &
UItlT D UNIT E UNIT D �
STORAGE STORAGE
STAIR
LOBBY 2 LOBBY 1i � Z
CORRIDOR �
3 A4.1 /
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STORAGE UNIT B UPNT D UN�T B UNIT D UNIT B �
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UNIT 8 V� W
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2,�_,. � U �c �
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S?AIR B NO. DESCRIPTION DATE
� 1 ZONING RESUBAlIS510N 71p7H6
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MC 7 0 302 S.F. 78 4.5 �� �� �
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TYPE"A' 0 1 6305.f. 7 7 L S �
TVPE"B" 0 7 782 S.F. 27 23 I L�SET � `
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� BE�ROOM � \ / N
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MC:MEMORY CARE �--------'---------------' T Z P
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BEDftOOM BEDROOM BEDROOM gEDROOM
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______ _____ _____i
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^ � : � � CLOSEf �
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CLO OS �
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TYPE D-INDEPENDENT LIVING UNIT TYPE E-INDEPENDENT LIVING UNIT �� W
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❑ ❑ ❑ ❑ � � Y �
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PROJECT N0: DATE:
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-' � ROOFBEARING _ 1 ZONINGRESUBMISSION 11107/16
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MATERIAL LEGEND %�
� ROOFTILES �
SEE 5/A4.1 FOR GOLOR SELECTION
� STUCCOIN$ANDPEBBLE FME FINISH �
SEE 5lM.1 FOR GOLOR SELECTION
� PRECASTBASE/CAP T
_` ._ _ _____ SEE 5/A4.1 FOR COLOR SELECTION 1
� NOTE:ALL EX7ERIOR GLAZING SHALL MEET'MND � `\
____ � SECOND FLOOR LOAD RE�UIREMENTS AND SU&IECT TO V �
. id'-0" FLORIDA PROWCT APPROVAL.
I � >
�� ��y _FIRSTFLOOR �
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KNOx BO% �
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N N
8 PARTIAL ELEVATION W o M
A2.1 A4.2 1"=20'-0' �O
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N LL �
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� ROOF TILES �
SEESIA4.7FORCOLORSELECTION �
� STUCCO IN SAN�PEB&E FINE FINISH �
SEE 5/A4.1 FOR COLOR SELECTION �
� PRECPSTBASEICAP
SEESIA4.IFORCOLORSELECTION / \ �
NOTE:ALLEXTERIORGLAZINGSHHLLMEET WIND � N
LOAD REQUIREMENTS NNO SU&IECT TO /A� ��
FLORI�NPRO�UCTFPPROVAL. N 1
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9 LOADING/DUMPSTER WEST ELEVATION � LOADING/DUMPSTER DUMPSTER
PRECAST BASE COLOR 7 � �` , � Aq 3
#7105 ARCADE WHITE A4.3 AA.3 ve•=r-a� N W qq,3 y � ENCLOSURE ,
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REVISIONS
COLOR 7 NO. OESCRIPTION DATE
ARCADE WHITE i ZONMGRESUBAIISSION nroms
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REVISIONS
�� NO. DESCRIPTION DATE
YIitTR
1 ZONING RESUBMISSION 17I07/18
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EXISTING WOOD POWE�POLE O ( C CONNECT O INV. 26
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EXISiING WOOD o
I ��� POWER POLE 10" CLAY PIPE 10" CLAY PIPE EXISTING WOOD ?
10' FP&L EASEMEN7 2 0
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EXISTING FIRE HYDR4NT o.�- - - a �- - - - a- - r=�°�- `� - - - _ I- «_ ¢_-o_ ,� �_0._p_ EXISTWG ASPHALT � N t
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