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Agenda 09/24/2013 Item #17B9/24/2013 17. B. EXECUTIVE SUMMARY This item requires that ex parte disclosure be provided by Commission members. Should a hearing be held on this item, all participants are required to be sworn in. Recommendation to approve an Ordinance amending Ordinance Number 2007 -55, the Boxwood RPUD, by changing the name of the Residential Planned Unit Development from Boxwood RPUD to Tuscany Pointe RPUD; by reducing the maximum dwelling units from 207 to 120; by eliminating the affordable housing density bonus and deleting/terminating the density bonus agreement; by revising the development standards; by deleting Exhibit "C", the existing Master Plan, and approving a new Master Plan; by deleting Exhibit "C -1 ", ROW Cross Section, and approving a new Exhibit "C -1 "; by _ deleting Exhibit C -2, RPUD North and East Property Cross Section and adding a new Exhibit C -2 entitled North and East Landscape Buffer Plan; by adding Exhibit "C -3 ", Typical Lot Layout; by revising the Developer Commitments; by deleting Exhibit "G ", Conceptual Topographical Cross Section, and approving a new Exhibit "G ", for the RPUD located east of Collier Boulevard (CR 951) and north of Vanderbilt Beach Road in Section 35, Township 48 South, Range 26 East, Collier County, Florida, consisting of 30f acres; and by providing an effective date. [Petition PUDA- PL20130000141, Tuscany Pointe RPUD] OBJECTIVE: To have the Board of County Commissioners (BCC) review staff's findings and recommendations along with the recommendations of the Collier County Planning Commission (CCPC) regarding the above referenced petition and render a decision regarding the petition; and ensure the project is in harmony with all the applicable codes and regulations in order to ensure that the community's interests are maintained. CONSIDERATIONS: Special note: "Exhibit B Residential Development Standards" footnote number 1 and "Exhibit C -3" have been revised to accommodate a 20 -foot setback for a living room in a residential structure. The revision is accepted by Staff and the CCPC Chairperson as it meets the intent of the setback standard. (Please see attached: "Original PUD Language" and "Current PUD Language. ") The subject site was rezoned from Rural Agriculture (A) to Residential Planned Unit Development (RPUD) in Ordinance Number 2007 -55, the Boxwood RPUD, on June 26, 2007. (Please see attached Ordinance Number 2007 -55.) This ordinance allowed for a maximum of 207 dwelling units including affordable housing by utilizing a Density Bonus Agreement. The petitioner is seeking to remove affordable housing by eliminating the affordable housing density bonus and terminating the Density Bonus Agreement. The petitioner also seeks to reduce the maximum number of dwelling units from 207 to 120. The original PUD (Planned Unit Development) Master Plan had a designated recreational area, a designated preserve area, a 100 -foot separation from the north property line, and a wall along the north and east property line. The petitioner seeks to designate the recreational area at the time of the first subdivision plat or Site Development Plan, to have the option of a preserve area either on -site or to mitigate off -site, and to remove the 100 -foot separation and wall along the north property line. Packet Page -3092- 9/24/2013 17.B. The petitioner is pursuing the .option to mitigate the preserve off -site. The companion Land Donation Agreement is also scheduled on today's agenda for consideration by the BCC. In addition to changing the project name from Boxwood RPUD to Tuscany Pointe RPUD, the petitioner proposes the following amendments: • Remove the multi- family use. • Remove the recreated preserve. • Allow for on -site preservation or off -site preservation in accordance with the Collier County Land Development Code (LDC). • Reduce the maximum number of dwelling units from 207 to 120. • An off -site preservation option has been added. In addition, the "Agreement Authorizing Affordable- Workforce Housing Density Bonus and Imposing Covenants and Restrictions on Real Property" has been deleted. A Termination Agreement has been added in its place. (See attached Termination Agreement). The petitioner is seeking to construct the previously approved single - family, single - family attached, townhouse, two- family, patio and zero lot line dwelling units. The proposed maximum building height is the same as what was previously approved: 25 feet zoned height and 35 feet actual building height. The subject site proposes a 20 -foot wide Type B landscape buffer along the north and east property lines that are shared with Vanderbilt County Club. (See PUD Exhibit C -2.) In addition, a 6 -foot high wall is proposed along the northern and eastern property lines. A 10 -foot wide Type A landscape buffer is proposed along the south property line that is adjacent to Buck's Run as well as along the north and west property lines that are adjacent to the Agricultural zoned parcel. A 20 -foot wide Type D landscape buffer is proposed along Collier Boulevard. There is a future shared access point to the undeveloped property to the north. FISCAL IWACT: The PUD amendment by and of itself will have no fiscal impact on Collier County. There is no guarantee that the project, at build out, will maximize its authorized level of development. However, if the PUD amendment is approved, a portion of the land could be developed and the new development will result in an impact on Collier County public facilities. The County collects impact fees prior to the issuance of building permits to help offset the impacts of each new development on public facilities. These impact fees are used to fund projects identified in the Capital Improvement Element of the Growth Management Plan as needed to maintain adopted Level of Service (LOS) for public facilities. Additionally, in order to meet the requirements of concurrency management, the developer of every local development order approved by Collier County is required to pay a portion of the estimated Transportation Impact Fees associated with the project in accordance with Chapter 74 of the Collier County Code of Laws and Ordinances. Other fees collected prior to issuance of a building permit include building permit review fees. Finally, additional revenue is generated by application of ad valorem tax rates, and that revenue is directly related to the value of the improvements. Please note that impact fees and taxes collected were not included in the criteria used by staff and the Planning Commission to analyze this petition. � Packet Page -3093- 9/24/2013 17.B. COLLIER COUNTY PLANNING COMMISSION (CCPQ RECOMMENDATION: The CCPC heard petition PUDA- PL20130000141, Tuscany Pointe RPUD on July 18, 2013, and by a vote of 8 to 0 recommended to forward this petition to the Board of County Commissioners (BCC) with a recommendation of approval subject to minor revisions and edits which have been incorporated into the PUD document. There have been two letters of support received. This petition has been placed on the Summary Agenda. LEGAL CONSIDERATIONS: This is an amendment to the existing Tuscany Pointe PUD (Ordinance No. 2007 -55, as amended) which proposes changing the name of the residential planned unit development, reducing the maximum number of dwelling units and eliminating the affordable housing density bonus. The burden falls upon the applicant for the amendment to prove that the proposal is consistent with all of the criteria set forth below. The burden then shifts to the Board of County Commissioners (BCC), should it consider denial, that such denial is not arbitrary, discriminatory or unreasonable. This would be accomplished by finding that the amendment does not meet one or more of the listed criteria. Criteria for PUD Rezones Ask yourself the following questions. The answers assist you in making a determination for approval or not. 1. Consider: The suitability of the area for the type and pattern of development proposed in relation to physical characteristics of the land, surrounding areas, traffic and access, drainage, sewer, water, and other utilities. 2. Is there an adequacy of evidence of unified control and suitability of agreements, contract, or other instruments or for amendments in those proposed, particularly as they may relate to arrangements or provisions to be made for the continuing operation and maintenance of such areas and facilities that are not to be provided or maintained at public expense? Findings and recommendations of this type shall be made only after consultation with the County Attorney. 3. Consider: Conformity of the proposed PUD with the goals, objectives and policies of the Growth Management Plan. 4. Consider: The internal and external compatibility of proposed uses, which conditions may include restrictions on location of improvements, restrictions on design, and buffering and screening requirements. 5. Is there an adequacy of usable open space areas in existence and as proposed to serve the development? Packet Page -3094- 9/24/2013 17.B. 6. Consider: The timing or sequence of development (as proposed) for the purpose of assuring the adequacy of available improvements and facilities, both public and private. 7. Consider: The ability of the subject property and of surrounding areas to accommodate expansion. 8. Consider: Conformity with PUD regulations, or as to desirable modifications of such regulations in the particular case, based on determination that such modifications are justified as meeting public purposes to a degree at least equivalent to literal application of such regulations. 9. Will the proposed change be consistent with the goals, objectives, and policies and future land use map and the elements of the Growth Management Plan? 10. Will the proposed PUD Rezone be appropriate considering the existing land use pattern? 11. Would the requested PUD Rezone result in the possible creation of an isolated district unrelated to adjacent and nearby districts? 12. Consider: Whether existing district boundaries are illogically drawn in relation to existing conditions on the property proposed for change. 13. Consider: Whether changed or changing conditions make the passage of the proposed amendment necessary. 14. Will the proposed change adversely influence living conditions in the neighborhood? 15. Will the proposed change create or excessively increase traffic congestion or create types of traffic deemed incompatible with surrounding land uses, because of peak volumes or projected types of vehicular traffic, including activity during construction phases of the development, or otherwise affect public safety? 16. Will the proposed change create a drainage problem? 17. Will the proposed change seriously reduce light and air to adjacent areas? 18. Will the proposed change adversely affect property values in the adjacent area? 19. Will the proposed change be a deterrent to the improvement or development of adjacent property in accordance with existing regulations? 20. Consider: Whether the proposed change will constitute a grant of special privilege to an individual owner as contrasted with the public welfare. Packet Page -3095- 9/24/2013 17.B. n 21. Are there substantial reasons why the property cannot ( "reasonably ") be used in accordance with existing zoning? (a "core" question...) 22. Is the change suggested out of scale with the needs of the neighborhood or the county? 23. Consider: Whether it is impossible to find other adequate sites in the county for the proposed use in districts already permitting such use. 24. Consider: The physical characteristics of the property and the degree of site alteration which would be required to make the property usable for any of the range of potential uses under the proposed zoning classification. 25. Consider: The impact of development resulting from the proposed PUD rezone on the availability of adequate public facilities and services consistent with the levels of service adopted in the Collier County Growth Management Plan and as defined and implemented through the Collier County Adequate Public Facilities Ordinance [Code ch.106, art.II], as amended. 26. Are there other factors, standards, or criteria relating to the PUD rezone request that the Board of County Commissioners shall deem important in the protection of the public health, safety, and welfare? The BCC must base its decision upon the competent, substantial evidence presented by the written materials supplied to it, including but not limited to the Staff Report, Executive Summary, maps, studies, letters from interested persons and the oral testimony presented at the BCC hearing as these items relate to these criteria. This item has been approved as to form and legality, and requires an affirmative vote of four for Board approval. (HFAC) GROWTH MANAGEMENT IMPACT: Future Land Use Element (FLUE): Comprehensive Planning staff finds the proposed rezone consistent with the Future Land Use Element. A more detailed description of the GMP consistency is contained in the Staff Report. RECOMMENDATION: Staff concurs with the recommendation of the CCPC and further recommends that the Board of County Commissioners approve the request for PUDA- PL20130000141, Tuscany Pointe RPUD subject to the CCPC revisions as previously stated in the CCPC Recommendation section of this Executive Summary. Staff also recommends the approval and the authorization of the Termination Agreement via the Chairwoman's signature. Prepared by: Nancy Gundlach, AICP, RLA Planning & Zoning Attachments: 1) Staff Report 2) Original PUD Language and Current PUD Language 3) RPUD Ordinance 4) Ordinance number 2007 -55 Packet Page -3096- 9/24/2013 17.B. 5) Location Map 6) Master Plan 7) Letters of Support 8) Termination Agreement 9) Application 10) Environmental Documents 11) TIS Packet Page -3097- COLLIER COUNTY Board of County Commissioners Item Number: 17.17.B. 9/24/2013 17. B. Item Summary: This item requires that ex parte disclosure be provided by Commission members. Should a hearing be held on this item, all participants are required to be sworn in. Recommendation to approve an Ordinance amending Ordinance Number 2007 -55, the Boxwood RPUD, by changing the name of the Residential Planned Unit Development from Boxwood RPUD to Tuscany Pointe RPUD; by reducing the maximum dwelling units from 207 to 120; by eliminating the affordable housing density bonus and deleting/terminating the density bonus agreement; by revising the development standards; by deleting Exhibit "C ", the existing Master Plan, and approving a new Master Plan; by deleting Exhibit "C -1 ", ROW Cross Section, and approving a new Exhibit "C -1 "; by deleting Exhibit C -2, RPUD North and East Property Cross Section and adding a new Exhibit C -2 entitled North and East Landscape Buffer Plan; by adding Exhibit "C -3 ", Typical Lot Layout; by revising the Developer Commitments; by deleting Exhibit "G ", Conceptual Topographical Cross Section, and approving a new Exhibit "G ", for the RPUD located east of Collier Boulevard (CR 951) and north of Vanderbilt Beach Road in Section 35, Township 48 South, Range 26 East, Collier County, Florida, consisting of 30± acres; and by providing an effective date. [Petition PUDA- PI20130000141, Tuscany Pointe RPUD] (This item is a companion to Item 16D1) Meeting Date: 9/24/2013 Prepared By Name: GundlachNancy Title: Planner, Principal,Comprehensive Planning 8/27/2013 11:07:48 AM Approved By Name: BellowsRay Title: Manager - Planning, Comprehensive Planning Date: 8/28/2013 8:53:16 AM Name: PuigJudy Title: Operations Analyst, GMD P &R Date: 8/29/2013 4:06:13 PM Packet Page -3098- 9/24/2013 17.B. Name: BosiMichael Title: Manager - Planning,Comprehensive Planning Date: 8/30/2013 8:22:05 AM Name: AshtonHeidi Title: Section Chief/Land Use- Transportation,County Attor Date: 9/10/2013 10:09:47 AM Name: MarcellaJeanne Title: Executive Secretary,Transportation Planning Date: 9/11/2013 8:15:11 AM Name: AshtonHeidi Title: Section Chief/Land Use- Transportation,County Attor Date: 9/13/2013 4:50:29 PM Name: KlatzkowJeff Title: County Attorney Date: 9/16/2013 9:35:20 AM Name: FinnEd Title: Senior Budget Analyst, OMB Date: 9/16/2013 10:59:36 AM Name: OchsLeo Title: County Manager Date: 9/17/2013 2:51:12 PM Packet Page -3099- AGENDA ITEM 9/24/2013 17.B. C�*�rCo14�ftty STAFF REPORT COLLIER COUNTY PLANNING COMMISSION TO: COLLIER COUNTY PLANNING COMMISSION FROM: PLANNING & ZONING DEPARTMENT GROWTH MANAGEMENT DIVISION, PLANNING AND REGULATION HEARING DATE: JULY 18, 2013 SUBJECT: PUDA- PL20130000141, TUSCANY POINTE RPUD (RESIDENTIAL PLANNED UNIT DEVELOPMENT) PROPERTY OWNER & APPLICANT: AGENT: Lynx Zuckerman at Naples, LLC Mr. Robert J. Mulhere, FAICP �., 6131 Lyons Road, Suite 200 Hole Montes, Inc. Coconut Creek, FL 33073 950 Encore Way Naples, FL 34110 REQUESTED ACTION: The petitioner requests that the Collier County Planning Commission (CCPC) consider an application for an amendment to Ordinance Number 2007 -55, the Boxwood RPUD, by changing the name of the Residential Planned Unit Development from Boxwood RPUD to Tuscany Pointe RPUD; by reducing the maximum dwelling units from 207 to 120; by eliminating the affordable housing density bonus and deleting /terminating the density bonus agreement; by revising the development standards; by deleting Exhibit "C ", the existing Master Plan, and approving a new Master Plan; by deleting Exhibit "C -1 ", ROW Cross Section, and approving a new Exhibit "C -1 "; by deleting Exhibit C -2, RPUD North and East Property Cross Section and adding a new Exhibit C -2 entitled North and East Landscape Buffer Plan; by adding Exhibit "C -3 ", Typical Lot Layout; by revising the Deviations, by revising the Developer Commitments; by deleting Exhibit "G ", Conceptual Topographical Cross Section, and approving a new Exhibit "G;" and by providing an effective date. (Please see Attachment A: Proposed RPUD Ordinance.) GEOGRAPHIC LOCATION: The subject 30.46 + /- acre Planned Unit Development is located on the east side of Collier Boulevard (CR 951) and 1/4 mile north of Vanderbilt Beach Road in Section 35, Township 48 South, Range 26 East, Collier County, Florida. (See the Location Map on page 2.) 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PURPOSE/DESCRIPTION OF PROJECT: The subject site was rezoned from Rural Agriculture (A) to Residential Planned Unit Development (RPUD) in Ordinance Number 07 -55, the Boxwood RPUD, on June 26, 2007. (Please see Attachment B: Ordinance Number 07 -55.) This ordinance allowed for a maximum of 207 dwelling units including affordable housing by utilizing a Density Bonus Agreement. The petitioner is seeking to remove affordable housing by eliminating the affordable housing density bonus and terminating the Density Bonus Agreement. The petitioner also seeks to reduce the maximum number of dwelling units from 207 to 120. The original PUD (Planned Unit Development) Master Plan had a designated recreational area, a designated preserve area, a 100 -foot separation from the north property line, and a wall along the north and east property line. The petitioner seeks to designate the recreational area at the time of the first subdivision plat or Site Development Plan, to have the option of a preserve area either on- site or to mitigate off -site, and to remove the 100 -foot separation and wall along the north property line. In addition to changing the project name from Boxwood RPUD to Tuscany Pointe RPUD, the petitioner proposes the following amendments: PUD Exhibit A "Allowable Uses:" • Remove the multi- family use. • Remove the recreated preserve. • Allow for on -site preservation or off -site preservation in accordance with the Collier County Land Development Code (LDC) • Reduce the maximum number of dwelling units from 207 to 120. PUD Exhibit B "Residential Development Standards:" • The multi - family development standards have been removed. • The footnote regarding the 100 -foot separation from Vanderbilt Country Club along the northern property line has been removed. A footnote regarding accompanying 5 -foot side yard setbacks has been added. PUD Exhibit C "Conceptual Master Plan:" • A revised Conceptual Master Plan (Exhibit C) has been inserted. • Exhibit C -2 "RPUD North and East Property Cross Section" has been removed and replaced with a new "Exhibit C -2: Tuscany Pointe North and East Perimeter Landscape Buffers Adjacent to Vanderbilt Country Club." • Exhibit C -3 "Typical Lot Layout" has been added. TUSCANY POINTE RPUD, PUDA- PL20130000141 June 27, 2013 Page 4 of 16 Packet Page -3103- 9/24/2013 17.B. PUD Exhibit D "Legal Description:" • The acreage has been corrected from 29.69 + /- acre to 30.46 + /- acres. The canal easement acreage was previously not included in the acreage and legal description.. PUD Exhibit E "List of Requested Deviations from the Land Development Code:" • Deviation 2 regarding a reduced drainage easement width has been added. PUD Exhibit F "Developer Commitments:" • Language stating that "Access points shall be determined at time of subdivision Plat or SDP approval in accordance with the Collier County Access Management Plan" has been added. • The commitment to widen Collier Boulevard to 6lanes has been removed as the road has been widened to 6 lanes. • A commitment to reserve well easements has been removed. (There is no longer a requirement to reserve well easements). • A Maintenance Agreement between Bucks Run and the subject property has been removed. • The affordable housing commitment has been removed. • An off -site preservation option has been added. • "Managing Entity" language has been added to clarify who is responsible for PUD monitoring. • A commitment to locate the recreational building and facilities on the first subdivision plat or �-. Site Development Plan prior to the sale of any platted lots or condominium units has been added. PUD Exhibit G "RPUD Conceptual Topographical Cross Sections:" • Exhibit G "RPUD Conceptual Topographical Cross Sections:" has been deleted and a new Exhibit G "RPUD Conceptual Topographical Cross Sections" depicting revised elevations has been inserted. In addition, the "Agreement Authorizing Affordable- Workforce Housing Density Bonus and Imposing Covenants and Restrictions on Real Property" has been deleted. A Termination Agreement has been added in its place. (See Attachment C: Termination Agreement). The petitioner is seeking to construct the previously approved single - family, single - family attached, townhouse, two - family, patio and zero lot line dwelling units. The proposed maximum building height is the same as what was previously approved: 25 feet zoned height and 35 feet actual building height. The subject site proposes a 20 -foot wide Type B landscape buffer along the north and east property lines that are shared with Vanderbilt County Club. (See Exhibit C -2.) In addition, a 6 -foot high wall is proposed along the northern and eastern property lines. A 10 -foot wide Type A landscape buffer is proposed along the south property line that is adjacent to Buck's Run as well as along the north and west property lines that are adjacent to the Agricultural zoned parcel. A 20 -foot wide Type D landscape buffer is proposed along Collier Boulevard. There is a future shared access point to the undeveloped property to the north. TUSCANY POINTE RPUD, PUDA- PL20130000141 June 27, 2013 Page 5 of 16 Packet Page -3104- 9/24/2013 17.B. SURROUNDING LAND USE AND ZONING: North: Vacant, undeveloped land with a zoning designation of Rural Agriculture (A), and then a golf maintenance facility and single - family residences with a zoning designation of Vanderbilt Country Club PUD, a 320 + /- acre residential golf course community with a density of 2.5 units per acre. East: Multi - family residences with a zoning designation of Vanderbilt County Club PUD, a 320 + /- acre residential golf course community with a density of 2.5 units per acre. South: Preserve and single - family residences with a zoning designation of Bucks Run MPUD (Mixed -use Planned Unit Development), a 39.06 + /- acre MPUD with a density of 2.5 units per acre. West: Collier Boulevard (CR 951), a 6 -lane arterial road and then Sonoma Oaks MPUD, an undeveloped 37.5 + /- acre MPUD with a density of 4 units per acre. AERIAL PHOTO TUSCANY POINTE RPUD, PUDA- PL20130000141 June 27, 2013 Page 6 of 16 Packet Page -3105- 9/24/2013 17.B. n GROWTH MANAGEMENT PLAN (GMP) CONSISTENCY: Future Land Use Element: The subject property is designated Urban (Urban — Mixed Use District, Urban Residential Subdistrict), as identified on the Future Land Use Map (FLUM) of the County's Growth Management Plan (GMP). Relevant to this petition, this Subdistrict permits residential development (by a variety of unit types) at a base density of four (4) residential units per gross acre, plus any applicable and requested density bonuses, and recreation and open space uses. Future Land Use Element (FLUE) Policy 5.4 requires new developments to be compatible with the surrounding land area. Comprehensive Planning staff recognizes that virtually all of the proposed PUD revisions are related to LDC regulations, not GMP provisions. Compatibility determination is left to Zoning Services staff as part of their review of the petition in its entirety. In order to promote smart growth policies, and adhere to the existing development character of Collier County, the following FLUE policies shall be implemented for new development and redevelopment projects, where applicable. Each policy is followed by staff analysis in (bold text). Objective 7: In an effort to support the Dover, Kohl & Partners publication, Toward Better Places: The Community Character Plan for Collier County Florida, promote smart growth policies, and adhere to the existing development character of Collier County, the following policies shall be implemented for new development and redevelopment projects, where applicable. Policy 7.1: The County shall encourage developers and property owners to connect their properties to fronting collector and arterial roads, except where no such connection can be made without violating intersection spacing requirements of the Land Development Code. The applicant's response to this Evaluation Criteria states: "The master plan achieves this objective." Acknowledged. The proposed PUD is accessed by Collier Boulevard (C.R. 951), which is an arterial road according to the Transportation Element and therefore consistent with this Policy. Policy 7.2: The County shall encourage internal accesses or loop roads in an effort to help reduce vehicle congestion on nearby collector and arterial roads and minimize the need for traffic signals. The applicant's response to this Evaluation Criteria states: "The master plan achieves this objective." Acknowledged. A loop road is depicted on the conceptual RPUD Master Plan. Policy 7.3: All new and existing developments shall be encouraged to connect their local streets and their interconnection points with adjoining neighborhoods or other developments regardless of land use type. The applicant's response to this Evaluation Criteria states: "The master [plan] achieves this objective to the extent possible and feasible." Acknowledged. The proposed PUD does not depict interconnecting access to Buck's Run MPUD to the south of the subject property, nor TUSCANY POINTE RPUD, PUDA- PL20130000141 June 27, 2013 Page 7 of 16 Packet Page -3106- 9/24/2013 17.B. does it indicate interconnecting access to the Vanderbilt Country Club PUD to the north and ^ east of the subject property. With regard to the Vanderbilt Beach Country Club PUD property located adjacent to the north and east of the subject property — an interconnection is not feasible due to being an established gated community. With regard to Buck's Run MPUD to the south of the subject property — an interconnection is not feasible due to recently being platted with uninterrupted residential lots along the shared boundary. Policy 7.4: The County shall encourage new developments to provide walkable communities with a blend of densities, common open spaces, civic facilities and a range of housing prices and types. The applicant's response to this Evaluation Criteria states: "This is a relatively small single - use (residential PUD). While it is designed to be walkable, there is no provision for civic facilities and a relatively small size and scope will likely reduce the significant range of housing prices and types. Housing types and prices will reflect current market conditions and will be similar in nature to those that exist on the adjacent residential projects." Acknowledged. This PUD provides more than 60 percent open space that includes a "recreation area" and "lakes, preserves, grass and landscape areas, sidewalks, and (a) pool and pool deck," as depicted on Exhibit "C" the Tuscany Pointe Conceptual Master Plan. Based upon the above analysis, Comprehensive Planning Section Staff finds the proposed PUD amendment consistent with the FLUE. Transportation Element: Transportation Planning Staff has reviewed the petitioner's Traffic Impact Statement (TIS) and has determined that the adjacent roadway network has sufficient capacity to accommodate this project within the 5 -year planning period. Therefore, the subject application can be found consistent with Policy 5.1 of the Transportation Element of the GMP. Collier Boulevard (CR 95 1) Impacts: The first link that is impacted by this project is Link 30.1, Collier Boulevard (CR 951) from Vanderbilt Beach Road to Immokalee Road (CR 848). The project generates 6 net new directional p.m. peak hour, peak direction trips, which represents a 0.2 percent impact. This segment of Collier Boulevard currently has a remaining capacity of 1,067 trips, and is currently at LOS "C" (Level of Service "C ") as reflected by the 2012 AUIR (Annual Urban Inventory and Review). No subsequent links beyond this segment of Collier Boulevard are significantly impacted by this project. Conservation and Coastal Management Element (CCME): Environmental review staff found this project to be consistent with the CCME. Based upon the above analysis of FLUE policies, and the analysis of proposed uses, Comprehensive Planning staff finds the proposed CPUD to be consistent with the FLUE. TUSCANY POINTE RPUD, PUDA- PL20130000141 June 27, 2013 Page 8 of 16 Packet Page -3107- 9/24/2013 17.B. n ANALYSIS: Staff has completed a comprehensive evaluation of this land use petition including the criteria upon which a recommendation must be based, specifically noted in LDC Subsection 10.02.13.B.5, Planning Commission Recommendation (commonly referred to as the "PUD Findings "), and Subsection 10.03.05.I, Nature of Requirements of Planning Commission Report (referred to as "Rezone Findings "), which establish the legal bases to support the CCPC's recommendation. The CCPC uses these same criteria as the basis for their recommendation to the BCC, who in turn use the criteria to support their action on the rezoning request. An evaluation relative to these subsections is discussed below, under the heading "Zoning and Land Development Review Analysis." In addition, Staff offers the following analyses: Environmental Review: Environmental Services Staff reviewed this petition and the petitioner's request to relocate the required on -site preserve off -site in accordance with LDC section 3.05.07.H.l.f.i.k. Staff has found that the property meets the criteria for off -site vegetation retention. In addition, Staff reviewed the land donation proposal that was submitted to Conservation Collier and found it consistent with the criteria contained in LDC section 3.05.07.H. Lf.iii.b). The land donation proposal was also reviewed by the Conservation Collier Land Acquisition Advisory Committee (CCLAAC) and they voted unanimously to recommend acceptance of the proposed donation. The acceptance of the land donation is subject to BCC (Board of Collier County Commissioners) approval. The land donation acceptance will be a companion item to the Tuscany Pointe RPUD land use petition at the BCC hearing. Transportation Review: Transportation Staff has reviewed this petition and recommends approval subject to the Development Commitment that the project access remain in its current location and subject to installation of a northbound right turn lane to serve the proposed land use. Utility Review: The Utilities Department Staff has reviewed this petition and recommends approval subject to the Development Commitment contained in Exhibit "F" of the proposed RPUD document. Affordable Housing Review: The Housing, Human Services and Veteran Services (HHVS) Staff has no objection to developer's request to remove affordable housing from its PUD, as previously approved. Currently, there is no requirement to construct affordable housing within a PUD. Zoning Review: Relationship to Existing and Future Land Uses: A discussion of this relationship, as it applies specifically to Collier County's legal basis for land use planning, refers to the relationship of the uses that would be permitted if the proposed zoning action is approved, as it relates to the requirement or limitations set forth in the FLUE of the GMP. The petitioner is reducing the number of units from 207 units (at a density of 7 dwelling units per acre (du/a) to a maximum of 120 dwelling units (at a density of 4 du/a) and removal of the allowance to build multi - family units. The surrounding developed area, north, south and east, are developed with single - family and multi- family homes (Vanderbilt Country Club and Bucks Run have a density of 2.5 du/a). The proposed property development regulations would remain similar to what was previously approved. TUSCANY POINTE RPUD, PUDA- PL20130000141 June 27, 2013 Page 9 of 16 Packet Page -3108- 9/24/2013 17.B. Since no increase in density is proposed, staff believes this amendment is consistent with FLUE Policy 5.4 that requires new land uses to be compatible with the surrounding area. One additional deviation from the Collier County Land Development Code (LDC) is being sought with this amendment. Please see the Deviation Discussion section of this Staff Report for further information. PUD FINDINGS: LDC Subsection 10.02.13.13.5 states that, "In support of its recommendation, the Planning Commission shall make findings as to the PUD Master Plan's compliance with the following criteria:" 1. The suitability of the area for the type and pattern of development proposed in relation to physical characteristics of the land, surrounding areas, traffic and access, drainage, sewer, water, and other utilities. This is a PUD amendment. The previously approved single- family residential land uses remain and this development continues to be surrounded by similar residential development. The development to the south, Buck's Run, is developed with single- family dwellings. The development to the north and east, Vanderbilt Country Club, is developed with single- family and multi - family dwellings. The proposed single -family uses of this project will be compatible with the existing residential uses. 2. 4dequacy Adequacy of evidence of uni f ied control and suitability o f any proposed a g reements, contract, .--� or other instruments, or for amendments in those proposed, particularly as they may relate to arrangements or provisions to be made for the continuing operation and maintenance of such areas and facilities that are not to be provided or maintained at public expense. Documents submitted with the application, which were reviewed by the County Attorney's Office, demonstrate unified control of the property. Additionally, the development will be required to gain site development approval. This will ensure that appropriate stipulations for the provision of and continuing operation and maintenance of infrastructure will be provided by the developer. 3. Conformity of the proposed Planned Unit Development with the goals, objectives and policies of the GMP. County Staff has reviewed this petition and has offered an analysis of the relevant goals, objectives and policies of the GMP within the GMP discussion of this staff report. Based on that analysis, Staff is of the opinion that this petition can be found consistent with the overall GMP. 4. The internal and external compatibility of proposed uses, which conditions may include restrictions on location of improvements, restrictions on design, and buffering and screening requirements. TUSCANY POINTE RPUD, PUDA- PL20130000141 June 27, 2013 Page 10 of 16 Packet Page -3109- 9/24/2013 17.B. n The residential uses are compatible with the surrounding area. The single -family residential uses are not changing as part of this amendment and the single -family uses approved in the original PUD rezone were determined to be compatible. In addition, the petitioner is providing additional buffering, enhancing the screening of the proposed development. S. The adequacy of usable open space areas in existence and as proposed to serve the development. The open space set aside for this project meets the minimum requirement of the LDC. 6 The timing or sequence of development for the purpose of assuring the adequacy of available improvements and facilities, both public and private. All necessary improvements and facilities are already in place to serve this development. In addition, the project's development must comply with all other applicable concurrency management regulations when development approvals are sought. 7. The ability of the subject property and of surrounding areas to accommodate expansion. If "ability" implies supporting infrastructure such as wastewater disposal system, potable water supplies, characteristics of the property relative to hazards, and capacity of roads, then the subject property has the ability to support expansion based upon the commitments made by the petitioner and the fact that adequate public facilities requirements will be addressed when development approvals are sought. 8. Conformity with PUD regulations, or as to desirable modifications of such regulations in the particular case, based on determination that such modifications are justified as meeting public purposes to a degree at least equivalent to literal application of such regulations. The petitioner is seeking one additional deviation to allow design flexibility in compliance with the purpose and intent of the Planned Unit Development Districts (LDC Section 2.03.06.A). This criterion requires an evaluation of the extent to which development standards and deviations proposed for this PUD depart from development standards that would be required for the most similar conventional zoning district. Staff believes that the deviation proposed can be supported, finding that, in compliance with LDC Section 10.02.13.A.3, the petitioner has demonstrated that "the element may be waived without a detrimental effect on the health, safety and welfare of the community" and LDC Section 10.02.13.B.5.h, the petitioner has demonstrated that the deviation is "justified as meeting public purposes to a degree at least equivalent to literal application of such regulation." Please refer to the Deviation Discussion portion of the staff report for a more extensive examination of the deviation. REZONE FINDINGS: LDC Subsection 10.03.05.I. states, "When pertaining to the rezoning of land, the report and recommendations of the planning commission to the Board of County Commissioners... shall show TUSCANY POINTE RPUD, PUDA- PL20130000141 June 27, 2013 Page 11 of 16 Packet Page -3110- 9/24/2013 17.B. that the planning commission has studied and considered proposed change in relation to the following when applicable." (Staff's responses to these criteria are provided in bold font): 1. Whether the proposed change will be consistent with the goals, objectives, and policies and future land use map and the elements of the GMP. The Comprehensive Planning Department has indicated that the proposed PUD amendment is consistent with all applicable elements of the Future Growth Management Plan (GMP). The residential use, at 4 dwelling units per acre is consistent with the all applicable elements of the Future Land Use Element (FLUE). 2. The existing land use pattern. This amendment will not affect the existing land use pattern. The existing land use pattern will remain the same. 3. The possible creation of an isolated district unrelated to adjacent and nearby districts. Not applicable. The district boundary is existing and established. 4. Whether existing district boundaries are illogically drawn in relation to existing conditions on the property proposed for change. Not applicable. The districts are existing and established. 5. Whether changed or changing conditions make the passage of the proposed amendment necessary. The proposed change is not necessary, per se; but it is being requested in compliance with the LDC provisions to seek such changes because the petitioner wishes to respond to changing market conditions. 6 Whether the proposed change will adversely influence living conditions in the neighborhood. The proposed change will not adversely impact the living conditions in the neighborhood. 7. Whether the proposed change will create or excessively increase traffic congestion or create types of traffic deemed incompatible with surrounding land uses, because of peak volumes or projected types of vehicular traffic, including activity during construction phases of the development, or otherwise affect public safety. The proposed amendment will not adversely impact traffic circulation. 8. Whether the proposed change will create a drainage problem. The proposed amendment will not affect drainage. Furthermore, the site is subject to the requirements of Collier County and the South Florida Water Management District. 9. Whether the proposed change will seriously reduce light and air to adjacent areas. TUSCANY POINTE RPUD, PUDA- PL20130000141 June 27, 2013 Page 12 of 16 Packet Page -3111- 9/24/2013 17.B. The proposed amendment will not reduce light and air into adjacent areas. The development standards such as height limitations, setbacks, open space and landscaping provisions ensure adequate light and movement of air into adjacent areas. 10. Whether the proposed change would adversely affect property values in the adjacent area. This is a subjective determination based upon anticipated results, which may be internal or external to the subject property. Property valuation is affected by a host of factors including zoning; however zoning by itself may or may not affect values, since value determination is driven by market conditions. 11. Whether the proposed change will be a deterrent to the improvement or development of adjacent property in accordance with existing regulations. All of the properties adjacent to the subject site are already developed except for the Agricultural zoned property located to the north. The basic premise underlying all of the development standards in Exhibit "B" of the PUD document and the Land Development Code is that their sound application, when combined with the site development plan approval process and/or subdivision process, gives reasonable assurance that a change in zoning will not result in deterrence to improvement or development of adjacent property. Therefore, the proposed zoning change should not be a deterrent to the improvement of adjacent properties. 12. Whether the proposed change will constitute a grant of special privilege to an individual owner as contrasted with the public welfare. The proposed development complies with the Growth Management Plan which is a public policy statement supporting zoning actions when they are consistent with said Comprehensive Plan. In light of this fact, the proposed change does not constitute a grant of special privilege. Consistency with the FLUE is further determined to be a public welfare relationship because actions consistent with plans are in the public interest. 13. Whether there are substantial reasons why the property cannot be used in accordance with existing zoning. The property already has a PUD zoning designation and could be developed within the parameters of that zoning ordinance; however, the petitioner is seeking this amendment in compliance with LDC provisions for such amendments. The petition can be evaluated and action taken as deemed appropriate through the public hearing process. Staff believes the proposed rezone meets the intent of the PUD district and further, believes the public interest will be maintained. 14. Whether the change suggested is out of scale with the needs of the neighborhood or the county. The proposed PUD is not out of scale with the needs of the county. TUSCANY POINTE RPUD, PUDA- PL20130000141 June 27, 2013 Page 13 of 16 Packet Page -3112- 9/24/2013 17. B. 15. Whether it is impossible to find other adequate sites in the county for the proposed use in ^ districts already permitting such use. This finding is not applicable to this project. The single- family use is already permitted on this site. 16 The physical characteristics of the property and the degree of site alteration which would be required to make the property usable for any of the range of potential uses under the proposed zoning classification. Any development anticipated by the PUD document would require site alteration. This project will undergo evaluation relative to all federal, state, and local development regulations during the plans and platting process, SDP (Site Development Plan) process and building permit process. 17. The impact of development on the availability of adequate public facilities and services consistent with the levels of service adopted in the Collier County GMP and as defined and implemented through the Collier County adequate public facilities ordinance. The development will have to meet all applicable criteria set forth in LDC Section 6.02.00 regarding Adequate Public Facilities for the project. It must be consistent with all applicable goals and objectives of the GMP regarding adequate public facilities. This petition has been reviewed by county staff that is responsible for jurisdictional elements of the GMP as part of the rezoning process, and that staff has concluded that no Level of Service will be adversely impacted. 18. Such other factors, standards, or criteria that the Board of County Commissioners shall deem important in the protection of the public health, safety and welfare. To be determined by the BCC during its advertised public hearing. Deviation Discussion: The petitioner is seeking approval of one additional deviation from the requirements of the LDC. The deviation is listed in the PUD document in Exhibit E. Deviations are a normal derivative of the PUD zoning process following the purpose and intent of the PUD zoning district as set forth in LDC Section 2.03.06 which says in part: It is further the purpose and intent of these PUD regulations to encourage ingenuity, innovation and imagination in the planning, design, and development or redevelopment of relatively large tracts of land under unified ownership or control. PUDs .... may depart from the strict application of setback, height, and minimum lot requirements of conventional zoning districts while maintaining minimum standards by which flexibility may be accomplished, and while protecting the public interest .... TUSCANY POINTE RPUD, PUDA- PL20130000141 June 27, 2013 Page 14 of 16 Packet Page -3113- 9/24/2013 17.B. 1#01N Deviation #2 seeks relief from LDC Section 6.01.02.B.2, Drainage Easements, which requires that an easement shall be no less than 15 feet in width to allow for an easement that is no less than 10 feet in width for storm drainage pipes less than 24" in diameter and with an invert no more than 6 feet from finished grade. All installations will follow OSHA and ACPA Standards. Petitioner's Rationale: The justification for this deviation is that piping of smaller diameter and shallow burial depth can be adequately maintained within a 10-foot-wide easement provided all installations follow OSHA and ACPA Standards. We have confirmed that there is no objection from Engineering, and this deviation has been previously granted. Staff Analysis and Recommendation: Zoning Staff recommends approval, finding that, in compliance with LDC Section 10.02.13.A.3, the petitioner has demonstrated that "the element may be waived without a detrimental effect on the health, safety and welfare of the community" and LDC Section 10.02.13.13.51, the petitioner has demonstrated that the deviation is "justified as meeting public purposes to a degree at least equivalent to literal application of such regulations." NEIGHBORHOOD INFORMATION MEETING (NIW: The applicant duly noticed and held the required meeting on May 23, 2013 at 5:30 p.m. at the Collier County Public Library at 2385 Orange Blossom Drive. Approximately 50 -60 people from the community along with the applicant, agent and County Staff attended the meeting. For further information please see Attachment D: "Summary of Neighborhood Information Meeting for Tuscany Pointe PUDA" prepared by the applicant. To date, no letters of opposition have been received and a letter of support has been received. (See Attachment E.) COUNTY ATTORNEY OFFICE REVIEW: The County Attorney's Office has reviewed the staff report for Petition PUDA- PL20130000141 on June 28, 2013. RECOMMENDATION: Zoning and Land Development Review staff recommends that the Collier County Planning Commission forward Petition PUDA- PL20130000141 to the Board of County Commissioners with a recommendation of approval of this amendment. Attachments: A. Ordinance B. Ordinance Number 07 -55 C. Termination Agreement D. Summary of Neighborhood Information Meeting E. Letter of Support TUSCANY POINTE RPUD, PUDA- PL20130000141 June 27, 2013 Page 15 of 16 Packet Page -3114- PREPARED BY: 511 AAA I A,( k% NANCY G D H, AICP, PRINCIPAL PLANNER GROWTH EMENT DIVISION REVIEWED BY: RAYMOW V. BELLOWS, ZONING N GROWT MANAGEMENT DIVISION MICHAEL BOSI, AICP, DIRECTOR GROWTH MANAGEMENT DIVISION APPROVED BY: NICK CASALANGUIDA, ADMINISTRATOR GROWTH MANAGEMENT DIVISION 9/24/2013 17.B. G - ?.4 . 13 DATE DATE DATE Tentatively scheduled for the September 24, 2013 Board of County Commissioners Meeting TUSCANY POINTE RPUD, PUDA- PL20130000141 June 21, 2013 Page 16 of 16 Packet Page -3115- 9/24/2013 17. B. GENERAL: Except as provided for herein, all criteria set forth below shall be understood to be in relation to individual �� parcel or lot boundary lines, or between structures. Condominium, and/or homeowners' association boundaries shall not be utilized for determining development standards. Footnotes: feet Where side entry garages are provided, thP dpvewa shall be • design in such a manner that a parked vehicle shall not conflict with the sidewalL however. in no case shall the framt setback for the side entry earaPLbe less than 10'. • All other aortions of the per ncinal structure whether desinneci with a front entry or side entry SWAM- shall be set hnr4 n minimum nfll f. eL e.rcent Wwbare a lot is located at the intersection: of two streets - m tihtch case the front yard setback set forth herein, slnly apply to the street on which the entrance is located, and the other setback adjacent to the ROW shall be a minirnt of 10' r,n ti9Bfl fOF fiot ef way, = 5' minimum side setback for single-family attached townhouse mo- fauuly. patio and zero lot line must be accompanied by another 5' minimum side setback on adjoining lot to achieve nnnunum 10' senarati Page 5 of 16 H:\2004\2004I 12\WP\PUDA\Post CCPC\iuseany Pointe RPUD PL-2013 -0141 (8- 20- 20I3).doc Proposed PUD Language Packet Page -3116- ORDINANCE NO. 07- 55 AN ORDINANCE OF THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA, AMENDING ORDINANCE NUMBER 2004 -41, AS AMENDED, THE COLLIER COUNTY LAND DEVELOPMENT CODE WHICH INCLUDES THE COMPREHENSIVE ZONING REGULATIONS FOR THE UNINCORPORATED AREA OF COLLIER COUNTY, FLORIDA BY AMENDING THE APPROPRIATE ZONING ATLAS MAP OR MAPS, BY CHANGING THE ZONING CLASSIFICATION OF THE HEREIN DESCRIBED REAL PROPERTY FROM THE RURAL AGRICULTURAL (A) ZONING DISTRICT TO THE RESIDENTAL PLANNED UNIT DEVELOPMENT (RPUD) ZONING DISTRICT FOR THE BOXWOOD RPUD LOCATED AT THE EASTSIDE OF COLLIER BOULEVARD (CR 951) 1/4 MILE OF VANDERBILT ROAD, IN SECTION 35, TOWNSHIP 48 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA, CONSISTING OF 29.9 ACRES; AND BY PROVIDING AN EFFECTIVE DATE. 9/24/2013 173. i PAL 2007 ILI �� RECEIVED �Z$Zbz £ZZ/ WHEREAS, Robert Duane, AICP, of Holes Montes, Inc., representing Home Dynamics Naples, LLC, petitioned the Board of County Commissioners to change the zoning classification of the herein described real property. NOW, THEREFORE BE IT ORDAINED BY THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA, that: SECTION ONE: The zoning classification of the herein described real property located in Section 35, Township 48 South, Range 26 East, Collier County, Florida, is changed from the Rural Agricultural (A) Zoning District to the Residential Planned Unit Development (RPUD) Zoning District for the Boxwood RPUD in accordance with the Exhibits attached hereto as Exhibits A through G and incorporated by reference herein. The appropriate zoning atlas map or maps, as described in Ordinance Number 2004 -41, as amended, the Collier County Land Development Code, is/are hereby amended accordingly. SECTION TWO: This Ordinance shall become effective upon filing with the Department of State. Boxwood; PUDZ- 2005 -AR -8379 Page 1 of 2 Packet Page -3117- 9/24/2013 17.B. PASSED AND DULY ADOPTED by super- majority vote by the Board of County Commissioners of Collier County, Florida, this 2 day of , 2007. ATTEST: DWV301$,;BROCK, CLERK k Attest as . 0 a s.Dep erc sitlnatura frk� ,.. Approved as to form and legal sufficiency: BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA e. -el :L � 1 •� y4 � ,. L -el e Marjor0M. Student- Stirling Assistant County Attorney Boxwood; PUDZ- 2005 -AR -8379 Packet Page -3118- This ordinance fil_•d with ,._ Seer tary of Stote's Office thc- day of '�R' —� and acknowledgemeh of that filing�recreived this+ doy of _.1��__, —2 S7s�, _ v — J�_'Oy r*e. Page 2 of 2 EXHIBIT A FOR BOXWOOD RPUD ALLOWABLE USES PERMITTED USES: 9/24/2013 17.B. No building or structure, or part thereof, shall be erected, altered or used, or land used, in whole or in part, for other than the following: 1. GENERAL PERMITTED USES Certain uses shall be considered general permitted uses throughout the Boxwood (RPUD) Residential Planned Unit Development. General permitted uses are those uses which generally serve the developer and residents of the Boxwood RPUD and are typically part of the common infrastructure or are considered community facilities. A. General Permitted Uses: 1. Essential services as set forth under Land Development Code. 2. Water management facilities and related structures. 3. Lakes including lakes with bulkheads or other architectural structural bank treatments. 4. Guardhouses, gatehouses, and access control structures. 5. Temporary construction, sales, and administrative offices for the developer and developer's authorized contractors and consultants, including necessary access ways, parking areas, and related uses, subject to the procedures for a temporary use permit provided in the Land Development Code. 6. Landscape features including, but not limited to, landscape buffers, berms, fences and walls. 7. Any other use, which is comparable in nature with the foregoing use, consistent with the permitted uses and purpose and intent statement of this RPUD, as determined by the Board of Zoning Appeals. 2. RESIDENTIAL SUBDISTRICT A. Principal Uses: 1. Single- family detached dwellings; 2. Single - family attached dwellings; G:OcRuntz\Rezoninglopen PUD Petitions\AR -8379 Boxwc Packet Page -3119-:4 Application per Marjorie 6 -18 -07 (23),doe Page 12 of 25 9/24/2013 17.B. 3. Two- family patio and zero lot line; 4. Townhouse (TH) and multi - family; 5. Any other principal use which is comparable in nature with the foregoing list of permitted principal uses, as determined by the Board of Zoning Appeals ( "BZA ") by the process outlined in the Land Development Code. B. Accessory Uses: 1. Accessory uses and structures customarily associated with principal residential uses permitted in this RPUD, including recreational facilities, such as swimming pools and clubhouse, screen enclosures, and facilities for lawn care and maintenance. The location of the recreational area is depicted on the RPUD Master Plan. 3. PRESERVE SUBDISTRICT The RPUD Master Plan provides for 4.15 acres of preserve area that shall be recreated that constitutes the minimum acreage required in accordance with Land Development Code created preserve requirements and the GMP. The cross sections for the re- created preserve area are set forth in Exhibit "C" of this Ordinance. The cross sections for the topographic profile of the re- created preserve area are set forth on composite Exhibit "G" of this Ordinance. ^ The agricultural clearing permit issued in November 1987 for the two southern parcels required three preserve areas totaling 2.9 acres to remain in place. These preserve areas have been cleared without a permit. One - hundred percent of the impacted preserve areas shall be re- created on the property. In addition, the northern parcel was also cleared without a permit. The acreage of native vegetation on the 1975 aerial has approximately 5.0 acres. Twenty -five percent (1.25 acres) of this area shall be re- created as a preserve area. In summary, a total of 4.15 acres of preserve shall be required to be re- created as a preserve area. This preserve area shall be connected to the preserve area on the Bucks Run development to the south. A. Permitted Uses and Structures: 1. Passive recreation areas; 2. Water management in wetlands and water management structures; 3. Mitigation areas; 4. Boardwalks and trails that do not reduce the minimum amount of required vegetation to be preserved. G:\DeRuntARezoning\open PUD Petitions\AR -8379 Boxwc Packet Page -3120-b Application per Marjorie 6 -18 -07 (23).doc Page 13 of 25 9/24/2013 17. B. 4. MAXIMUM DWELLING UNITS The maximum dwelling units shall be two - hundred and seven (207). 5. DEVELOPMENT STANDARDS The following table sets forth the development standards for land uses within the RPUD Residential Subdistrict. Standards not specifically set forth herein shall be those specified in applicable sections of the Land Development Code in effect as of the date of approval of the site development plan or subdivision plat. G:1DeRun[zUtezoning \Open PUD Petitions\AR -6379 Soxw P8Ck2t Page - 3121 - ,ed Application per Marjorie 6-18-07 (23).doc Page 14 of 25 Mm_ 9/24/2013 17.B. EXHIBIT B FOR THE BOXWOOD RPUD TABLE I RESIDENTIAL DEVELOPMENT STANDARDS DEVELOPMENT SINGLE SINGLE TWO- FAMILY, MULTI- CLUBHOUSE/ STANDARDS FAMILY FAMILY PATIO & FAMILY RECREATION MINIMUM LOT AREA 5500 S.F. PER ATTACHED & ZERO LOT 2100* BUILDINGS REAR UNIT TOWNHOUSE LINE S.F. PER UNIT 5 FEET PRINCIPAL STRUCTURES 23 FEET 23 FEET 23 FEET 23 FEET 23 FEET MINIMUM LOT AREA 5500 S.F. PER 1800 4500 2100* N/A REAR UNIT S.F. PER UNIT S.F. PER UNIT S.F. PER UNIT 5 FEET MINIMUM LOT WIDTH Interior 50 FEET 30 FEET 40 FEET N/A N/A DISTANCE BETWEEN PRINCIPAL STRUCTURE Exterior 60 FEET N/A N/A N/A N/A MINIMUM FLOOR AREA 1200 S.F 1200 S.F 1200 S.F. 1000 S.F./D.U. N/A MIN FRONT YARD 23 ** FEET 23 ** FEET 23 ** FEET 23 ** FEET N/A MIN SIDE YARD 5 FEET 5 FEET or 0 12 FEET or 0 0 or 15 FEET 20 MIN REAR YARD 10 FEET 10 FEET 10 FEET 10 FEET 15 FEET MIN PRESERVE SETBACK 25 FEET 25 FEET 25 FEET 25 FEET 25 FEET MIN. DISTANCE 10 FEET Not less than 20 Not less than 12 Not less than 20 10 FEET BETWEEN STRUCTURES feet between bides. feet between bld s. feet between bld s. MAX. BUILDING HEIGHT 25 FEET within 25 FEET within 25 FEET within 25 FEET within 25 FEET within NOT TO EXCEED two stories height two stories height two stories height two stories height two stories height as zoned but not to as zoned but not to as zoned but not to as zoned but not to as zoned but not exceed thirty -five exceed twenty -five exceed twenty -five exceed twenty -five to exceed twenty - feet actual height. feet or 35 feet fee or 35 feet feet or 35 feet five feet or 35 actual. actual. actual. feet actual. ACCESSORY STRUCTURES FRONT 23 FEET 23 FEET 23 FEET 23 FEET 23 FEET SIDE SPS SPS SPS SPS SPS REAR 5 FEET 5 FEET 5 FEET 5 FEET 5 FEET PRESERVE SETBACK 10 FEET 10 FEET 10 FEET 10 FEET 10 FEET DISTANCE BETWEEN PRINCIPAL STRUCTURE N/A N/A N/A N/A N/A MAX. BUILDING HEIGHT OT TO EXCEED SPS SPS SPS SPS 20 FEET S.P.S. = Same as Principal Structures BH = Building Height G:\DeRuntz\Rczoning\OpenPUDPetitions\AR-8379 Boxw, Packet Page - 3122 - ed Application Per Marjorie 6 -18 -07 (23).doc Page 15 of 25 9/24/2013 17. B. GENERAL: Except as provided for herein, all criteria set forth below shall be understood to be in relation to individual parcel or lot boundary lines, or between structures. Condominium, and/or homeowners' association boundaries shall not be utilized for determining development standards. Footnotes: * The minimum area for multi - family use is 10,000 square feet but each individual unit may be a minimum of 2100 square feet ** Where a lot is located at the intersection of two streets the front yard setback shall only apply to the street on which the entrance is located, and the side requirement shall apply on the adjacent street. Where side entry garages are provided, the front yard setback may be reduced to 20 feet. A separation shall be maintained along the northern property line as currently shown on the RPUD Master Plan to maintain a minimum of 100 feet to the east of the maintenance area in Vanderbilt Beach Country Club. This area may be used for right - of -way, open space, or recreational use. A one -story recreational building shall be permitted in this area at a location depicted on the RPUD Master Plan. GADeRuntzkAezoninglOpen PUD Petitions\AR -8374 Boxwt Packet Page -3123- ed Application per Marjorie 6 -18 -07 (23).doc Page 16 of 25 9/24/2013 17.B. 1 y. n and —smo >i A mimnoo i 1-118b30NVA .e, 3dA1 a3�ne 91 _� ` I I b XJVB13s 'Jlwllrw I O t V l l I r'dI�Wi10 I .Tf �S m � o i i •� I �� I 3 � �� m ZO t :ji, yuj f• t a y Olars * V U N 1 f qWa Q m �a w Z l O � Dj i oOg 1� > v I I V � r b m Oa+ndr. 3 Z ell ;i i I aO-a el I I I 1_ u V38V 'ORI I 2 vi cn 3E o %j1f W <da pW �A �, 3dA1 a3idnB .01 r f $i n g z CO x 16 da Ln II \\�• 1yS f N�a o81 r I t 1' SO� � I�iW3 x11 z I + f•,�� 1I z � IL O I { i I < In a- �� ♦♦.......raw ' �, V . --------- _ r_ W = O my m K I i K K K Kp K K K K� o Q W II I =m O m p 4 w � mN a _�g K Packet Page - 3124 - J O In I7Iy N N N 1 W N W N W N W U 3N1 ��OL_ _ 4 � r u wr+ra m 4V� H N < Packet Page - 3124 - 9/24/2013 17.B. to O U •M•o•a LLJ ON g F- g N 4 O mov. N O ooa a rwis ou)m 3 = °• Z 0 0W m � a 3 d N MUS w � Z r' d y o. N v N o CL ;p �s N r i CV ` r c ell r � O \ o g 3Nf1&uvm Mo•a a a � b a Packet Page -3125- w � J Z tj Y V < K a CL z d o oa z N3a O Z DY K 3a �C N ; Packet Page -3126- 9/24/2013 17.B. EXHIBIT D FOR THE BOXWOOD RPUD LEGAL DESCRIPTION LEGAL DESCRIPTION 9/24/2013 17.B. The subject property being 29.69± acres is located in Section 35, Township 48 South, Range 26 East, and is more fully described as follows: The north t/2 of the south l/2 of the northeast 1/a of the southwest 1/4 of Section 35; plus the south l/2 of the south 1/2 of the northwest 1/4 of the southwest 1 /a, less the west 100 feet and the south 1/z of the south l/2 of the northeast l/4 of the southwest l/4 of Section 35, Township 48 South, Range 26 East, Collier County, Florida. G:0eRuntz\Rezoningl0pen PUD Petilions\AR -8379 Boxwc Packet Page -3127- �d Application per Marjorie 6 -18 -07 (23).doc Page 20 of 25 9/24/2013 17.B. EXHIBIT E FOR THE BOXWOOD RPUD LIST OF REQUESTED DEVIATIONS FROM THE LAND DEVELOPMENT CODE PRIVATE ROADWAY WIDTH The private roadway shall have a 42 foot right -of -way width. This is a deviation from the 60 foot right -of -way width specified in Section 6.06.01 of the Land Development Code. (Deviation 1.) The justification for this deviation is that this right -of -way width can be found sufficient to accommodate travel lanes, drainage facilities, and utilities. G.\DeRuntz\Rezoning \Open PUD Petitions\AR -8374 Boxw( Packet Page -3128- ed Application per Madorie6 -18 -07 (23).doc Page 21 of 25 9/24/2013 17.B. EXHIBIT F FOR THE BOXWOOD RPUD DEVELOPER COMMITMENTS 1. TRANSPORTATION REQUIREMENTS A. All traffic control devises, signs, pavement markings and design criteria shall be in accordance with Florida Department of Transportation (FDOT) Manual of Uniform Minimum Standards (MUMS), current edition, FDOT Design Standards, current edition, and the Manual on Uniform Traffic Control Devices (MUTCD), current edition. B. If a gate is proposed at any /or all development entrance(s), the gate shall be designed so as not to cause vehicles to be backed up onto any adjacent roadway. To meet this requirement, the following shall be the minimum requirements to achieve that purpose: 1. The minimum throat depth from the nearest interconnecting roadway edge of pavement shall be no less than 100 feet to the key pad/phone box for the proposed gate. '*—N 2. A turn around area of sufficient width and with sufficient inside turning radii shall be provided between the aforementioned key pad/phone box and the proposed gate. C. Arterial level street lighting shall be provided at all access points. Access lighting shall be in place prior to the issuance of the first certificate of occupancy (CO). D. Access Points shown on the PUD Master Plan are considered to be conceptual. Nothing depicted on any such Master Plan shall vest any right of access at any specific point along any property boundary. The number of access points constructed may be less than the number depicted on the Master Plan; however, no additional access points shall be considered unless a PUD amendment is approved. E. Site - related improvements (as opposed to system - related improvements) necessary for safe ingress and egress to this project, as determined by County, shall not be eligible for impact fee credits. All required improvements shall be in place and available to the public prior to commencement of on -site construction. F. Nothing in any Development Order (DO) shall vest a right of access in excess of a right- in/right -out condition at any access point. Neither shall the existence of a point of ingress, a point of egress, or a median opening, nor the lack thereof, be the basis for any future cause of action for damages against the County by the Developer, its successor in title, or assignee. Collier County reserves the right to close any median opening existing at any time which is found to be adverse to the health, safety, and welfare of G:0eRuntz\Rezoningl0pen PUD Pe6tions\AR -8379 Boxw, Packet Page - 3129 - ed Application per Marjorie 6 -18 -07 (23).doc Page 22 of 25 9/24/2013 17.B. the Public. Any such modifications shall be based on, but not limited to, safety, operational circulation, and roadway capacity. G. If any required turn lane improvement requires the use of existing County Rights -of- Way or easement(s), then compensating Right -of -Way shall be provided at no cost to Collier County as a consequence of such improvement(s) upon final approval of the turn lane design during the first subsequent development order. The typical cross section may not differ from the existing roadway unless approved, in writing, by the Transportation Division Administrator or his designee. H. If, in the sole opinion of Collier County, traffic signal(s), other traffic control device, sign, pavement marking improvement within a public Right of Way or Easement, or site related improvements (as opposed to system related improvements) necessary for safe ingress and egress to this project, as determined by Collier County, is determined to be necessary, the cost of such improvement shall be the responsibility of the developer, his successors or assigns. The improvements shall be paid for or installed, at the County's discretion, prior to the appropriate corresponding CO. I. No CO shall be issued for residential dwellings until such time as Collier Boulevard is widened to six lanes from Immokalee Road (CR 846) to Vanderbilt Beach Road (CR 862). J. A northbound right turn lane shall be required prior to commencement of on -site construction. No other work shall be performed within the site boundaries until all development commitments have been met with regard to improvements within the public rights -of -way. No southbound left median opening shall be allowed. K. If the existing access bridge over the canal is widened or otherwise modified, appropriate permits shall be obtained from the South Florida Water Management District. L. A shared access shall be provided to the property to the north. Placement of a gate on the main access roadway into this project shall be located so as to allow sufficient shared access with the adjoining project to the north. The interconnection shall be located approximately 300 feet (to centerline) from the CR 951 right -of -way, as shown on the conceptual plans. The interconnection may be less, but shall be reviewed by Transportation Staff. The interconnection shall be no less than 200 feet from the existing CR 951 right -of -way. 2. UTILITY REQUIREMENTS A. The property owner shall reserve two areas to be conveyed for a raw water well easement with a dimension of 40 feet by 40 feet for each area, and associated utility and access easements to connect them with a public right -of -way within this RPUD. The utility and access easements shall be 20 feet wide unless the well sites are contiguous to public right -of -way, in which case they should be 16 feet wide. The locations of the two well fields are depicted on the RPUD Master Plan. This conveyance /dedication shall occur at the time of Site Improvement Plan (SDP) or plat approval or similar process for the area within the development phase that contains the easement. The proposed easement areas shall be approved by the County Utilities Staff and shall be GADeRuntz\Rczoning \Open PUD Petitiom\AR -8379 Soxwc Packet Page -3130- A Application per Marjorie 6 -18 -07 (23).doc Page 23 of 25 9/24/2013 17.B. conveyed to the County Water and Sewer District and shall meet the applicable setbacks for water wells. B. The development shall be subject to application for and conditions associated with a water and sewer availability letter from Collier County Utilities Division. 3. WATER MANAGEMENT REQUIREMENTS The purpose of this Section is to set forth the water management commitments of the project developer. A. A berm may be shared with the property to the south, the Bucks Run MPUD, along the common property line. B. An agreement shall be entered into between the Bucks Run MPUD and Boxwood RPUD to govern maintenance of the common area prior to the issuance of the subdivision plat. 4. AFFORDABLE HOUSING The developer has committed to construct 20% of the project's 207 dwelling units as GAP and workforce housing units in exchange for a density bonus of 3.0 dwelling units per acre. 5. ENVIRONMENTAL REQUIREMENTS A. A Big Cypress Fox Squirrel Management Plan shall be submitted to Environmental Services Staff for review and approval prior to site plan/construction plan approval. If protected species may be impacted, a Habitat Management Plan for those protected species, or their habitats shall be submitted to Environmental Services Staff for review and approval prior to site plan/construction plan approval. B. A cross section of the re- created preserve area, depicting topographic features, is attached as Exhibit G. 6. WALLS A. Exhibit C -2 depicts the proposed wall and landscaping treatment along the north and east property lines. B. The wall to be constructed along the north and east property lines shall be constructed at the earliest time possible during preparation of the site for development. The landscaping shall be installed at the time of the issuance of the first building permit. C. The wall along the south property line shall be a concrete block wall or a pressure treated wood fence. G:1DeRuntz\Rezoning \0pen PUD Petitions\AR -8379 Boxw( Packet Page - 3131 - e+d Application Per Maryo ie h -i 8 -07 (23).aoc Page 24 of 25 9/24/2013 17.B. i F iLL m x 1 s � v p a �i 1 = I 6 O O - z �t y fit, i' ---- - - - -l- I t I I 1 $ 1 $ t e o i 00 A I r �v weavnen twc vnOV[an urc �, Packet Page -3132- 9/24/2013 17. B. This space for recording AGREEMENT AUTHORIZING AFFORDABLE - WORKFORCE HOUSING DENSITY BONUS AND IMPOSING COVENANTS AND RESTRICTIONS ON REAL PROPERTY THIS AGREEMENT is made as of the day of , 2007, by and between _Home Dynamics Naples LLC (the "Developer") and the Collier County Board of County Commissioners (the "Commission "), collectively, the "Parties." RECITALS: A. The Developer owns a tract of real property described in Exhibit "A" attached hereto and incorporated herein (The "Property"). It is the Developers intent to construct a maximum of 207 residential units (the "Units ") at a density of 6.97 units per gross acre on the Property. The gross acreage of Property is 29.69 acres. The number of affordable - workforce housing units constructed by Developer shall be 20 percent of the total number of residential Units approved in development orders issued for the Property. B. In order to construct the Units, the Developer must obtain a density bonus from the Commission for the Property as provided for in the Collier County Affordable Housing Density Bonus Ordinance No. 90 -89, now codified by Ordinance 04-41, as Land Development Code (LDC) § 2.06.00 et seq., which density bonus can only be granted by the Commission and utilized by the Developer in accordance with the strict limitations and applicability of said provisions. C. The Commission is willing to grant a density bonus to the Developer 4/12/06 Page 1 of 32 Packet Page -3133- 9/24/2013 17.B. authorizing the construction of 3.0 bonus Units on the Property, if the Developer agrees to construct Affordable- Workforce Units as specified in this Agreement. NOW, THEREFORE, in consideration of the approval and grant of the density bonus of 3.0 units per acre requested by the Developer and the benefits conferred thereby on the Property, and for other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, the Developer and the Commission hereby covenant and agree as follows: 1. Recitals. The above Recitals are true and correct and are incorporated herein by reference. 2. Developer Agreements. The Developer hereby agrees that it shall construct up to 42 units in accordance with the terms and conditions of this Agreement and as specified by the attached Appendices A & B, Exhibits A, B, & C, and Appendix C, which Appendices are incorporated by reference herein and which constitute a part of this Agreement. a. The following provisions shall be applicable to the affordable, workforce and gap Units: (1) Defined terms: In the event of a conflict between terms as defined in the LDC or in Ordinance No. 90 -89, Section 4, the definitions of the LDC will control when applying or interpreting this Agreement. In addition to these defined terms and the applicability of LDC § 2.06.04 "Phasing" shall mean: (a) the phased construction of buildings or structures in separate and distinct stages as shown on a PUD master plan, subdivision master plan or site development plan; or (b) in developments where phased construction is not depicted on a PUD master plan, subdivision master plan or site development plan, the construction of buildings or structures in a clearly defined series of starts and finishes that are separate and distinct within the development. (2) Median Income. For the purposes of this Agreement, the median income of the area as defined by the U.S. Department of Housing and Urban Development P: \CP W ! n\H isto ry1070529_000113040.07 Dnn� 7 ..f Z7 Packet Page -3134- 9/24/2013 17.B. (HUD) shall be the then current median income for the Naples Metropolitan Statistical Area, established periodically by HUD and published in the Federal Register, as adjusted for family size as shown on the tables attached hereto as Appendix A, Exhibit C, which Exhibit shall be adjusted from time to time in accordance with any adjustments that are authorized by HUD or any successor agency. In the event that HUD ceases to publish an established median income as aforesaid, the Parties hereto shall mutually agree to another reasonable and comparable method of computing adjustments in median income. (3) Eligibility and Qualification of Owner. Family income eligibility is a three- step process: 1) submittal of an application by a prospective Owner; 2) verification of family housing unit provided under the affordable, workforce, and gap housing density bonus program prior to being qualified at the appropriate level of income (very low, low, workforce, or gap income) in accordance with this Section; 3) certification of eligible Owner by the Financial Administration and Housing Department. The Developer shall be responsible for qualifying Owners by accepting applications, verifying income and obtaining income certification for all affordable, workforce, and gap units in the subject development. All applications, forms and other documentation required by this Agreement shall be provided to the Financial Administration and Housing Department. Qualification by the Developer of any persons as an eligible Owner family shall be subject to review and approval in accordance with the monitoring and enforcement program in LDC §§ 2.06.05 and 2.06.06, respectively. (a) Application. A potential owner shall apply to the developer, owner, manager, or agent to qualify as a very low, low, workforce, or gap income family for the purpose of owning and occupying an affordable - workforce housing unit pursuant to the affordable - workforce housing density bonus program. The Preliminary Application for affordable- workforce housing unit shall be provided to Collier County Housing and Grants Section as shown in Appendix B, Exhibit A, attached to this Agreement and P_1CPW inlHistory\070529 _000113040.07 Donn '1 - F 11 Packet Page -3135- AOI*N 9/24/2013 17.B. incorporated by reference herein. (b) Income Verification and Certification. No affordable - workforce housing unit in the development shall be sold whose household income has not been verified and certified in accordance with this Agreement and LDC § 2.06.05. (c) Income Verification. The Developer shall obtain written verification from the potential occupant (including the entire household) to verify all regular sources of income (including the entire household). The most recent year's federal income tax return for the potential occupants (including the entire household) may be used for the purpose of income verification, attached to the affordable- workforce housing applicant Income Verification form, including a statement to release information, occupant verification of the return, and a signature block with the date of application. The verification shall be valid for up to one hundred eighty (180) days prior to occupancy. Upon expiration of the 180 day period, the information may be verbally updated from the original sources for an additional 30 days, provided it has been documented by the person preparing the original verification. After this time, a new verification form must be completed. The affordable- workforce housing Applicant Income Verification form shall be provided to the Housing and Grants Section as shown in Appendix B, Exhibit B, attached to this Agreement and incorporated by reference herein. (d) Income Certification. Upon receipt of the Preliminary Application for an affordable- workforce housing unit and Applicant Income Verification form, the Developer shall require that an income certification form be executed by the potential occupant (including the entire household) prior to occupancy of the affordable - workforce housing unit by the occupant. Income certification shall assure that the potential occupant has an appropriate household income which qualifies the potential occupant as an eligible family to occupy an affordable - workforce housing unit under the affordable - workforce housing density bonus program. The affordable- workforce Housing Applicant Income Certification form shall be provided by the Housing and PACPWin\History1070529_0001 W40.07 Panes 4 of '42 Packet Page -3136- 9/24/2013 17.B. Grants Section as shown in Appendix B, Exhibit C, is attached to this Agreement and is incorporated by reference herein. Random inspection of files containing required documentation to verify occupancy in accordance with this Agreement and LDC § 2.06.00, may be conducted by the Housing and Grants Section upon reasonable notice. (4) Annual Progress and Monitoring Report The Developer shall provide the Housing and Grants Section an annual progress and monitoring report regarding the delivery of affordable- workforce housing units throughout the period of their construction and occupancy. The annual progress and monitoring report shall, at a minimum, provide any information reasonably required to insure compliance with LDC § 2.06.00, or subsequent amendments thereto. The report shall be filed on or before September 30 of each year and the report shall be submitted by the Developer to the Housing and Grants Section. Failure to complete and submit the monitoring report to the Housing and Grants Section within sixty (60) days from the due date shall result in a penalty of up to fifty dollars ($50.00) per day unless a written extension not to exceed thirty (30) days is requested prior to expiration of the sixty (60) day submission deadline. No more than one such extension may be granted in a single year. (5) Occupancy Restrictions. No affordable - workforce unit in any building or structure on the Property shall be occupied by the Developer, any person related to or affiliated with the Developer, or by a resident manager. 3. Density Bonus. The Commission hereby acknowledges that the Developer has met all required conditions to qualify for a density bonus, in addition to the base residential density of 4.0 units per acre, ( 3.97 units per acre is used of the base density of 4.0 units per acre) and is therefore granted a density bonus of 3.0 density bonus units per acre, for a total density (total = density bonus units per acre X gross acreage) of 6.97 units /ac, pursuant to LDC § 2.06.00 The Commission further agrees that the Developer may construct thereon, in the aggregate a maximum number P:\CPWin\History\070529—OD01\3NO.07 Packet Page -3137- 9/24/2013 17.B. of 207 units on the Property provided the Developer is able to secure building permit(s) from Collier County. 4. Commission Agreement. During the term of this Agreement, the Commission acting through the Financial Administration and Housing Department or its successor(s) covenants and agrees to prepare and make available to the Developer any general information that it possesses regarding income limitations and restrictions which are applicable to the affordable, workforce, or gap Unit. 5. Violations and Enforcement a. Violations. It shall be a violation of this Agreement and LDC § 2.06.00 to sell or occupy, or attempt to sell or occupy, an affordable- workforce housing unit provided under the affordable - workforce housing density bonus program except as specifically permitted by the terms of this Agreement; or to knowingly give false or misleading information with respect to any information required or requested by the Housing and Grants Section or by any other persons pursuant to the authority which is delegated to them by LDC § 2.06.00. Collier County or its designee shall have full power to enforce the terms of this Agreement. The method of enforcement for a breach or violation of this Agreement shall be at the option of the Commission by criminal enforcement pursuant to the provisions of Section 125.69, Florida Statutes, or by civil enforcement as allowed by law. b. Notice of Violation for Code Enforcement Board Proceedings. Whenever it is determined that there is a violation of this Agreement or of LDC § 2.06.00, that should be enforced before the Code Enforcement Board, then a Notice of Violation shall be issued and sent by the appropriate department by certified return- receipt requested U.S. Mail, or hand - delivery to the person or developer in violation. The Notice of Violation shall comply with the requirements for such Notices. C. Certificate of Occupancy. In the event that the Developer fails to maintain the affordable- workforce units in accordance with this Agreement or LDC § P:\CPWin\History\070529_0001 \3040.07 0._,.._ a ,.c 111) Packet Page -3138- 9/24/2013 17.B. 2.06.00, as amended, at the option of the Commission, building permits or certificates of occupancy, as applicable, may be withheld for any future planned or otherwise approved unit located or to be located upon the Property until the entire project is in full compliance with this Agreement and with LDC § 2.06.00, as amended. 6. Assignment by Commission. The Commission may assign all or part of its obligations under this Agreement to any other public agency having jurisdiction over the Property provided that it gives the Developer thirty (30) days advance written notice thereof. The Developer may not assign, delegate or otherwise transfer all or part of its duties, obligations, or promises under this Agreement to any successor in interest to the Property without the express written consent of the Commission, which consent may be withheld for any reason whatsoever. Any attempt to assign the duties, obligations, or promises under this Agreement to any successor in interest to the Property without the express written consent of the Commission as required by this Section shall be void ab initio. 7. Severability. If any section, phrase, sentence or portion of this Agreement is for any reason held invalid or unconstitutional by any court of competent jurisdiction, such portion shall be deemed a separate, distinct, and independent provision, and all other provisions shall remain effective and binding on the Parties. 8. Notice. Any notices desired or required to be given under this Agreement shall be in writing and shall either be personally delivered or shall be sent by mail, postage prepaid, to the Parties at the following addresses: To the Commission: Collier County Housing and Grants Section 2800 North Horseshoe Drive Naples, Florida 34104 To the Developer: Alejandro J. Delfino Home Dynamics Naples, LLC 4788 West Commercial Boulevard Tamarac, Florida 33319 P: \CPWin %Historyk07O529_0001 \3040.07 Pone 7 of 17 Packet Page -3139- 9/24/2013 17.B. n With copy to: Richard D. Yovanovich Goodlette, Coleman & Johnson, P.A. 4001 Tamiami Trail North Suite 300 Naples, Florida 34103 Any Party may change the address to which notices are to be sent by notifying the other Party of such new address in the manner set forth above. 9. Authority to Monitor. The Parties hereto acknowledge that the Collier County Financial Administration and Housing Department or its designee, shall have the authority to monitor and enforce the Developer's obligations hereunder. 10. Indemnify. The Developer hereby agrees to protect, defend, indemnify and hold Collier County and its officers, employees, and agents harmless from and against any and all claims, penalties, damages, losses and expenses, professional fees, including, without limitation, reasonable attorney's fees and all costs of litigation and judgments arising out of any claim, willful misconduct or negligent act, error or omission, or liability of any kind made by Developer, its agents or employees, arising out of or incidental to the performance of this Agreement. 11. Covenants. The Developer agrees that all of its obligations hereunder shall constitute covenants, restrictions, and conditions which shall run with the land and shall be binding upon the Property and against every person then having any ownership interest at any time and from time to time until this Agreement is terminated in accordance with Section 14 below. However, the Parties agree that if Developer transfers or conveys the Property to another person or entity, Developer shall have no further obligation hereunder and any person seeking to enforce the terms hereof shall look solely to Developer's successor in interest for the performance of said obligations. 12. Recording. This Agreement shall be recorded at County's expense in the official records of Collier County, Florida. 13. Entire Agreement. The Parties hereto agree that this Agreement P:\CPWin\History\070529-0001\3040.07 D —aMz) Packet Page -3140- 9/24/2013 17.B. constitutes the entire Agreement between the Parties hereto and shall inure to and be binding upon their respective heirs, successors, and assigns. 14. Termination. Each affordable, workforce, or gap housing unit shall be restricted to remain and be maintained as the required affordable, workforce, and gap housing as provided in the LDC §2.06.04. 15. Modification. This Agreement shall be modified or amended only by the written agreement of both Parties. 16. Discrimination. a. The Developer agrees that neither it nor its agents shall discriminate against any owner or potential owner because of said owners race, color, religion, sex, national origin, familial status, or handicap. b. When the Developer advertises, sells or maintains the affordable- workforce housing unit, it must advertise sell, and maintain the same in a non - discriminatory manner and shall make available any relevant information to any person who is interested in purchasing such affordable- workforce housing unit. C. The Developer agrees to be responsible for payment of any real estate commissions and fees for which it is liable in the purchase and sale of affordable- workforce units. e. The affordable- workforce housing units shall be intermixed with, and not segregated from, the market rate dwelling units in the development. f. The square footage, construction and design of the affordable, workforce, and gap housing units shall be the same as market rate dwelling units in the development. All physical amenities in the dwelling units, as described in item number seven (7) of the Developer Application for affordable - workforce housing Density Bonus shall be the same for market rate units and affordable- workforce units. For developments where construction takes place in more than one phase, all physical amenities as described in item number seven (7) of the Developer Application for P:1C P W in 1History1070529_000113040.07 Packet Page -3141- 9/24/2013 17.B. Affordable- Workforce Housing Density Bonus shall be the same in both the market rate units and the affordable- workforce units in each phase. Units in a subsequent phase may contain different amenities than units in a previous phase so long as the amenities for market rate units and affordable, workforce, and gap units are the same within each phase and provided that in no event may a market rate unit or affordable - workforce unit in any phase contain physical amenities less than those described in the Developer Application.. 17. Phasing, The percentage of affordable - workforce housing units to which the Developer has committed for the total development shall be maintained in each phase and shall be constructed as part of each phase of the development on the Property. Developer commits to 20 percent affordable- workforce housing units for this project with 20 percent of the units in each phase built consisting of affordable- workforce units 18. Disclosure. The developer shall not disclose to persons, other than the potential buyer or lender of the particular affordable- workforce housing unit or units, which units in the development are designated as affordable - workforce housing units. 19. Consistency. This Agreement and authorized development shall be consistent with the Growth Management Plan and land development regulations of Collier County that are in effect at the time of development. Subsequently adopted laws and policies shall apply to this Agreement and to the development to the extent that they are not in conflict with the number, type of affordable- workforce housing units and the amount of affordable- workforce housing density bonus approved for the development. 20. Affordable- Workforce Housing Density Bonus Development Agreement. This Agreement is a distinct and separate agreement from "development agreements" as defined by Section 163.3220, Fla. Stat., as amended. 21. Preawlication. Developer has executed and submitted to the P:tCPW inkHistoryl070529_000113040.07 Canc In of 47 Packet Page -3142- 9/24/2013 17.B. Development Services Department the Developer Application for Affordable - Workforce Housing Density Bonus, a copy of which is attached to this Agreement as Appendix C and incorporated by reference herein. 22. Governing Law. This Agreement shall be governed by and construed in accordance with the laws of the State of Florida. 23. Further Assurances. The Parties hereto shall execute and deliver, in recordable form if necessary, any and all documents, certificates, instruments, and agreements which may be reasonably required in order to effectuate the intent of the Agreement. Such documents shall include but not be limited to any document requested by the Developer to exhibit that this Agreement has terminated in accordance with the provisions of paragraph 14 above. IN WITNESS WHEREOF, the Parties hereto have caused this Agreement to be executed as of the., lay and year first above written. ATTEST: DWIGHT E. BROCK, Clerk Rtes s ^ C.1?� Ir ,n Deputy Clerk BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA By: JAMES N. COLETTA, CHAIRMAN Approved as to form and legal sufficiency: Marjori Student- Stirling C Assistant County Attorney P:\CPWin\History\070529-000113040.07 Packet Page -3143- DEVELOPER: STATE OF FLORIDA } COUNTY OF COLLIER } 9/24/2013 17.B. Home Dynamics of Naples . LLC 4788 West C nr- Tamarac, 1-fcr, 34: DAVID S"Ac ec Witness By: Printed Dame - aI�''r'�' Title: Witness By: - %7°v'� • f � Printed Name _IAWot A. ,G . Title: �} ro.e_c3 C,flcsr�n.o � The foregoing Agreement Authorizing Affordable, Workforce, and Gap Housing Density Bonus And Imposing Covenants And Restrictions On Real Property was acknowledged before me by —+v �A 0r_yr as who is personally known to or has produced as identification. WITNESS my hand and official sea! this _ day of 2__LT_ , 200% N Publi otary c My Commission Expires: 02 22 -� Fdruiuy 2Z EXHIBIT A H0dit :L%MS:awjsndrod8ftc:DOCuffwftJ ieroaop User Dafa:sawd Anachnw :ReMED AFFORDABLE HOUSING AGREEMENT 0705"15),CLEAN.doe Page 12 of 31 Packet Page -3144- 9/24/2013 17.B. DEVELOPER: Home Dynamics Naples, LLC 4788 West Commercial Blvd. Tamarac, Florida 33319 Witnesses: Witness By: Printed Name Title: Witness By: Printed Name STATE OF FLORIDA ) Title: COUNTY OF COLLIER ) The foregoing Agreement Authorizing Affordable, Workforce, and Gap Housing Density Bonus And Imposing Covenants And Restrictions On Real Property was acknowledged before me by as who is personally known to me or has produced as identification. WITNESS my hand and official seal this day of , 2007. Notary Public My Commission Expires: P ACPW inlHistory1070529_000113040.07 Packet Page -3145- 9/24/2013 17.B. EXHIBIT A LEGAL DESCRIPTION The subject property being 29.691 acres is located in Section 35, Township 48 South, Range 26 East, and is more fully described as follows: The north '/Z of the south % of the northeast % of the southwest % of Section 35; plus the south V2 of the south % of the northwest '/. of the southwest %, less the west 100 feet and the south '/Z of the south '/2 of the northeast '/4 of the southwest '/4 of Section 35, Township 48 South, Range 26 East, Collier County, Florida. P:1CPW i nlHistory1070529_000113040.07 o--- +-) -4! on Packet Page -3146- 9/24/2013 17.B. APPENDIX A, EXHIBIT B AFFORDABLE - WORKFORCE HOUSING DENSITY BONUS RATING SYSTEM LDC § 2.06.03, provides for calculation of a density bonus for developers pledging to construct affordable- workforce units within their development. Included in this Exhibit B are instructions for and the tables with which to calculate the density bonus for a particular project. Exhibit C contains the current median income and acceptable rents for very low, low, workforce, and gap income households in Collier County. The affordable- workforce housing density bonus rating system shall be used to determine the amount of the affordable- workforce housing density bonuses which may be granted for a development based on household income level and percentage of affordable, workforce, and gap housing units in the development. To use the affordable - workforce housing density bonus rating system, Table A, below, shall be used. Table A shall be reviewed and updated if necessary on an annual basis by the Board of County Commissioners or its designee. First, choose the household income level (very low, low, workforce, or gap) of the affordable - workforce housing unit(s) proposed in the development, as shown in Table A. Next, determine the percent of that type of affordable - workforce housing unit(s) proposed in the development compared to the total number of dwelling units in the development. From this determination, Table A will indicate the maximum number of residential dwelling units per gross acre that may be added to the base density. These additional residential dwelling units per gross acre are the maximum affordable - workforce housing density bonus (AWHDB) available to that development. Developments with percentages of affordable - workforce housing units which fall in between the percentages shown on Table A shall receive an affordable- workforce housing density bonus equal the lower of the two percentages it lies between plus 1 /10th of a residential dwelling unit per gross acre for each additional percentage of affordable - workforce housing rental units in the development. For example, a development which has 24% of its total residential dwelling units as affordable- workforce housing units, and which has an affordable housing density bonus rating of "four" will receive an affordable - workforce housing density bonus (AWHDB) of 4.4 residential dwelling units per gross acre for the development. In no event shall the affordable - workforce housing density bonus exceed eight (8) dwelling units per gross acre. P:1CPW in1 H istory1070529_00010040.07 Packet Page -3147- 9/24/2013 17. B. APPENDIX A. EXHIBIT B AFFORDABLE - WORKFORCE HOUSING DENSITY BONUS RATING SYSTEM Summary Table (1) Base density 3.96 units per acre. (2) Gross acreage 29.69 (3) Density Bonus= 3.0 dwelling units per acre calculated as follows: One density bonus units per acre for 10% of the units being sold to individuals or families earning between 81 % and 150% of the MI and two density bonus units per acre for 10% of the units being sold to individuals or families earning between 61 % and 80% of the MI. (4) The total number of units is 207 of which 21 units will be being sold to individuals or families earning between 81 %and 150% of ^• the MI and 21 units will be sold to individuals or families earning between 61 % and 80% of the Mi. The total number of affordable units for both GAP and Work -force housing is 42 units or 20% of the total number of units. P:\CPWin\History\070529-0001\3040.07 M- .... 4C -,K on Packet Page -3148- 9/24/2013 17.B. APPENDIX A. EXHIBIT B AFFORDABLE - WORKFORCE HOUSING DENSITY BONUS RATING SYSTEM Please calculate your density bonus in the space provided below. Attach additional pages if necessary. TABLE A: AFFORDABLE- WORKFORCE HOUSING DENSITY BONUS RATING MAXIMUM ALLOWABLE DENSITY BONUS BY PERCENT OF DEVELOPMENT DESIGNATED AS AFFORDABLE - WORKFORCE HOUSING Household Product Income N 10% 20% 30% 40% 50% 60% 70% 80% 90% 100% median 81- 150% Gap MI* ** 1 2 3 4 5 6 6 6 6 n/a (Gap) 61 -80% Workforce MI* 2 3 5 8 8 8 8 8 8 8 51 -60% Low MI 3 4 6 8 8 8 8 8 8 8 50% Very Low or less 4 5 7 8 8 8 8 8 8 8 MI Owner- occupied only "May only be used in conjunction with at least 10% at or below 80% MI Total Maximum Allowable Density = Base Density + Affordable- Workforce Housing Density Bonus. In no event shall the maximum gross density allowed exceed 16 units per acre. P: \CPW in\History\070529_0001 \3040.07 Packet Page -3149- 9/24/2013 17.B. ^` APPENDIX A. EXHIBIT C INCOME AND RENT LEVELS FOR THE LOW AND MODERATE INCOME. Pursuant Chapter 74, Section 74-402 (a)(1); Collier County Code of Laws and Ordinances, moderate income is 61 % to 80% of the median income, low income is 51 % to 60% of the median income and very low income is less than 50% of the median income. MEDIAN INCOME 2005 $63,300 Naples, MSA (Collier County) NUMBER OF MEMBERS IN FAMILY RECOMMENDED RENTAL RATES The Florida Housing Finance Corporation (FHFC) calculates rents to use in the State Apartment Incentive Loan (SAIL) and the Low - Income Rental Housing Tax Credit (LIHTC) programs. The rents given below are based on 2001 data from FHFC. Utility costs are provided from the County's Section 8 Rental Assistance Program which is administered by the Collier County Housing Authority. HOUSING COSTS BASED ON 30% FAMILY INCOME 1 2 3 4 5 6 7 8 150% 73,350 83,700 94,200 104,70 113,10 121,50 129,90 138,15 80% 39,100 44,650 50,250 55,850 60,300 64,750 69,250 73,700 60% 29,340 33,480 37,680 41,880 45,240 48,600 51,960 55,260 50% 24,450 27,900 31,400 34,900 37,700 40,500 43,300 46,050 35% 17,115 19,530 21,980 24,430 26,390 28,350 30,310 32,235 25% 12,225 13,950 - 15,700 17,450 18,850 20,250 21,650 23,025 RECOMMENDED RENTAL RATES The Florida Housing Finance Corporation (FHFC) calculates rents to use in the State Apartment Incentive Loan (SAIL) and the Low - Income Rental Housing Tax Credit (LIHTC) programs. The rents given below are based on 2001 data from FHFC. Utility costs are provided from the County's Section 8 Rental Assistance Program which is administered by the Collier County Housing Authority. HOUSING COSTS BASED ON 30% FAMILY INCOME P: \CP W in\N istory\070529_0001 \3040.07 Packet Page -3150- ONE BEDROOM UNIT TWO BEDROOM UNIT THREE BEDROOM UNIT FOUR BEDROOM UNIT 150% $1,961 $2,355 $2,720 $3,034 80% $1,046 $1,256 $1,451 $1,618 60% $785 $942 $1,089 $1,215 50% $654 $785 $907 $1,012 35% $458 $549 $635 $708 25% $327 $392 $453 $506 P: \CP W in\N istory\070529_0001 \3040.07 Packet Page -3150- 9/24/2013 17.B. UTILITY ALLOWANCES P:\CPWinlHistory\070529—OOOlk3M.07 Packet Page -3151- ONE B/R TWO B/R THREE B/R FOUR BIR LOCATION UNIT UNIT UNIT UNIT Naples and Coastal Collier County 71.00 91.00 128.00 156.00 Immokalee and East of Everglades Blvd. 67.00 106.00 148.00 173.00 Golden Gate 96.00 144.00 186.00 211.00 YOU MUST DEDUCT UTILITIES TO CALCULATE NET RENTS. P:\CPWinlHistory\070529—OOOlk3M.07 Packet Page -3151- 9/24/2013 17.B. APPENDIX B, EXHIBIT A PRELIMINARY APPLICATION FOR AFFORDABLE - WORKFORCE HOUSING UNIT Date Occupancy Desired: Your Name: Co- Tenant Name Present Address: Name of Landlord _ Landlord's Address: Date of Application: Amt. Of Sec. Deposit: Race/National Origin: Handicap: Yes _ No _ Race/National Origin: Handicap: Yes _ No _ Street City State Zip Telephone No. How Long at this Address: Street City State Zip Telephone No. If you have resided at your present address less than 3 years, please state previous address: Street City State Zip Telephone No. Name of Previous Landlord Street City APPLICANT: Present Employers Name Address and Telephone No. How Iong with Present Employer: Gross Salary: Hourly $ Weekly $ Social Security Number Previous Employers Name Address and Telephone No. Haw long with Previous Employer CO- TENANT: Present Employers Name Address and Telephone No. How long with Present Employer: P:\CPWin\History\070529—OD01\3040.07 State Zip Job Title Every 2 Weeks $ Birth Date Job Title Job Title M--- . n _r �ft Packet Page -3152- Telephone No. Monthly $ Gross Salary: Hourly $ Social Security Number _ Previous Employers Name Address and Telephone No. Weekly $ Every 2 Weeks $ Birth Date How long with Previous Employer Job Title NAMES OF ALL WHO WILL OCCUPY APARTMENT BIRTH DATE SEX AGE 1. 2. _ 3. PERSONAL REFERENCES (Not Relatives) 1. Name: Address: 3.-2. Name: Known: Address: P: \CPW in\)iistory\070529_0001 \3040.07 Packet Page -3153- 9/24/2013 17.B. Monthly $ SOCIAL SECURITY How Long Known: How Long 9/24/2013 17.B. APPENDIX B. EXHIBIT B AFFORDABLE - WORKFORCE HOUSING APPLICANT INCOME VERIFICATION Date: Applicant's Name: Social Security Number Co- Tenant's Name:: Social Security Number Present Address: Street City State I hereby make application for a single family unit at _ I hereby declare and reveal all of my sources of income. Zip Telephone No. I am aware that to leave out, omit or fail to report my assets or forms of income from pensions, stocks, bonds, real property rent, sale or ownership is a fraudulent act punishable by law. Knowingly falsifying information on this form is cause for refusal of occupancy. I hereby certify that this will be my permanent residence and that I have no other assisted housing. I understand that this information is for the purpose of computing my annual income to �-.. determine my qualification to buy an affordable, workforce, or gap housing unit. I understand that I am not required to surrender my ownership or rights or claimed property, pensions or capital gains, etc. P:\CPWinViistory\070529—OD0113040.07 Packet Page -3154- Applicant Co- Occupant Amount Frequency Amount Frequency Received of Pay Received of Pay Wages/Salary $ $ $ $ Bonuses $ $ $ $ Tips $ $ $ $ Commissions $ $ $ $ Interest Income $ $ $ $ Trust Fund Income $ $ $ $ Unemployment $ $ $ $ Workman's Compensation $ $ $ $ Welfare $ $ $ $ Food Stamps $ $ $ $ Social Security $ $ $ $ Social Security Disability $ $ $ $ Supplemental SSI $ $ $ $ Family Assistance $ $ $ $ Child Support $ $ $ $ Veterans Benefits $ $ $ $ P:\CPWinViistory\070529—OD0113040.07 Packet Page -3154- 9/24/2013 17.B. Widows Benefits $ $ $ $ Union Pension $ $ $ $ Self - Employment Business, Silent Partner, etc. $ $ $ $ Private Insurance Pension $ $ $ $ TOTAL ANNUAL INCOME $ $ THE VERIFICATION HERE REQUESTED MAY TAKE THE FORM OF THE MOST RECENT YEAR'S INCOME TAX RETURN FOR EACH OCCUPANT WHO HAS FILED AND WILL OCCUPY THE AFFORDABLE, WORKFORCE, OR GAP UNIT. THE SAME MUST BE EXECUTED FOR EACH OCCUPANT OF THE HOUSEHOLD WHO CONTRIBUTED TO THE ANNUAL HOUSEHOLD INCOME. FAILURE TO REPORT ALL SOURCES OF HOUSEHOLD INCOME WILL RESULT IN DISQUALIFICATION FOR TENANCY IN AFFORDABLE, WORKFORCE, OR GAP HOUSING UNIT. P:1GPW inftstory1070529_0001 X3040.07 Packet Page -3155- 9/24/2013 17. B. APPENDIX B, EXHIBIT C AFFORDABLE - WORKFORCE HOUSING APPLICANT INCOME CERTIFICATION APPLICANT: Present Employer: Address: Street I, (Applicant) on this certification form. Job Title: City State Zip hereby authorize the release of information requested Signature of Applicant STATE OF FLORIDA ) ) ss COUNTY OF COLLIER) The foregoing was acknowledged before me by Who is personally known to me or has produced identification. Witness my hand and official seal this day of (notary seal) as Notary Public My Commission Expires: P:1C P W in1H islory1070529_0001 13040.07 Packet Page -3156- 2007. EMPLOYER CERTIFICATION Applicant's Gross Annual Income or Rate or Pay: $ Number of Hours Worked (Weekly): . Frequency of Pay: Amount of Bonuses, Tips, or other Compensation Received: $ $ Monthly STATE OF FLORIDA ) ) ss COUNTY OF COLLIER) The foregoing was acknowledged before me by _ Who is personally known to me or has produced identification. Witness my hand and official seal this (notary seal) Supervisor 9/24/2013 17.B. Annually as day of , 2007. - -1 Notary Public My Commission Expires: THE CERTIFICATION HERE REQUESTED MAY TAKE THE FORM OF THE MOST RECENT YEAR'S INCOME TAX RETURN FOR EACH OCCUPANT WHO HAS FILED AND WILL OCCUPY THE AFFORDABLE - WORKFORCE UNIT. P:1CP W i n\History\070529_000113040.07 Do 7A .,f Z7 Packet Page -3157- 9/24/2013 17.B. APPENDIX C DEVELOPER APPLICATION FOR AFFORDABLE- WORKFORCE HOUSING DENSITY BONUS Pursuant to LDC § 2.06.01 please complete this form and submit it with any accompanying documentation to the Community Development & Environmental Services Division, 2800 North Horseshoe Drive, Naples, Florida 34104. A copy must also be provided to the Collier County Housing and Grants Section. All items requested must be provided. 1. Please state what zoning districts are proposed by the applicant, if any, on the property and the acreage of each; PUD 29.69 acres 2. Has an application for rezoning been requested in conjunction with the affordable, workforce and gap housing Density bonus? X Yes No If yes, state date of application Filed initially in 2005 and resubmitted as Affordable 6/2006 and if the request has been approved, state the Ordinance number N /A. 3. Gross density of the proposed development. 6.97 units /acre. Gross acreage of the proposed development. 29.69 acres. 4. Are affordable- workforce housing density bonus units sought in conjunction with an application for a planned unit development (PUD)? X Yes No. If yes, please state name and location of the PUD and any other identifying information. The Boxwood RPUD is located in the northwest half of Section 26 Township 48 South Range 26 East approximately `/z mile east of the intersection of Collier Boulevard (CR -951) and Immokalee Road C( R-846). 5. Name of applicant Home Dynamics Naples, LLC - 1 Name of land developer if not the same as Applicant: Same P:1CP W in1H istory1070529_000113040.07 Packet Page -3158- 9/24/2013 17.B. 6. Please complete the following tables as they apply to the proposed development. P:\CPWin\History\070529-00OIX3D40.07 Packet Page -3159- TABLE I Total Number of Units in Development Type of Owner Unit Rental Occupied Efficiency One Bedroom Two Bedroom Three Bedroom Other Bedroom TOTAL 207 TABLE II Number of Affordable -Wc Total Number of Affordable-Work- force Units in Development Owner Rental Occupied GAP INCOME 81 -150% MI Efficiency I Bedroom 2 Bedroom 3 Bedroom Other TOTAL P:1CPWh\History1070529_0001 \3040.07 rkforce Housing Units Proposed Use for Density Bonus Units Owner Rental Occupied 10% of approved density if base density is exceeded 10% of approved density All (if base density is exceeded) Packet Page -3160- 9/24/2013 17.B. WORKFORCE INCOME 61 -80% MI Efficiency 1 Bedroom 2 Bedroom 3 Bedroom Other TOTAL LOW INCOME 51 -60% MI Efficiency 1 Bedroom 2 Bedroom 3 Bedroom Other TOTAL 10% of approved density All (if base density is exceeded) 10% of approved density All (if base density is exceeded) 0 VERY LOW INCOME 50% OR LESS MI Efficiency 1 Bedroom 2 Bedroom 3 Bedroom Other TOTAL _ 0 P: \CPW InUHistory1070529_000113040.07 Packet Page -3161- A tl 9/24/2013 17.B. n 9/24/2013 17.B. 7. Please provide a physical description of the affordable- workforce units by type of unit (very low income, low income, workforce income, gap income) and by number of bedrooms. Include in your description, for example, the square footage of each type of unit, floor coverings used throughout the unit (carpeting, tile, vinyl flooring); window treatments; appliances provided such as washer /dryer, dishwasher, stove, refrigerator; bathroom amenities, such as ceiling exhaust fans; and any other amenities as applicable. Attach additional pages as Exhibit "D" if needed. All homes in the Boxwood PUD, including the homes reserved for affordable- workforce income purchasers, will share many common features: OUTSIDE Mediterranean S -Style cement tile roof Brick paver driveway, walkway, porch & patio Covered entry Covered patio Professionally landscaped, fully sodded homesite Stucco exterior with skip trowel finish & decorative bands New hurricane code construction Built to new Florida building codes Hurricane shutters on all exterior windows & sliding glass doors Raised panel steel garage door, pre -wired for door opener Coach light at garage White electroplated aluminum window frames with screens Six panel entry door Vented stucco soffits Weatherproof GFI electrical outlets Two hose bibbs P:\CPWin\History\070529-0001\3D40.07 Packet Page -3162- 9/24/2013 17.B. Ten year structural warranty Termite treated foundation Steel reinforced concrete foundation INSIDE 13" X 13" Ceramic tile flooring in kitchen, baths & foyer in choice of colors Upgraded stain - resistant carpeting in choice of colors Upgrade 7/16" 6 lb. density padding High - efficiency central air conditioning & heating system with programmable thermostat Air conditioned laundry area with ceramic flooring & convenient vinyl shelving Full size washer & dryer 40 gallon double element, quick recovery, energy efficient water heater Front door chime Two Panel with inset arch interior doors and upgraded thumb- -latch handle set at entry door. Raised panel bi -fold doors on closets Walk -in closets in all master bedrooms with A/C vents Ventilated shelving in all closets Energy - efficient R -19 ceiling insulation Colonial baseboards throughout Smoke detectors Marble window sills All bedrooms & living room pre-wired for cable All bedroom, living room & kitchen pre -wired for telephone Pre -wired for ceiling fans in all bedrooms & living room Circuit breakers KITCHEN P:NCPWin \History\070529 000113040.07 Dann 1n —f 49 Packet Page -3163- n 18 cubic foot frost free refrigerator equipped with icemaker 30" self - cleaning oven range with four burners Built -in microwave with hood light Multi -cycle dishwasher Choice of white or bisque appliances Stainless steel double basin kitchen sink Food waste disposal European-style upper & lower cabinetry with easy -care mica counter tops Pantry for added storage Breakfast area in selected models 13" x 13" ceramic tile flooring BATH Shower stall with clear glass enclosure in master bath Decorator faucets in all baths Elongated commode in all baths 13" x 13" ceramic tile flooring 6" x 6" ceramic tile on walls in the wet areas Medicine cabinet in master baths 42" high mirrors in all baths Decorator lighting Mica vanity with drop -in porcelain sinks in baths 9/24/2013 17.B. Features may vary depending on home selection. Builder reserves the right to substitute equipment, materials and appliances. Features, specifications, dimensions, designs and .-. prices subject to change without prior notice. P:\CPWin\History\070529-0001\3040.07 Penn 14 of A9 Packet Page -3164- 9/24/2013 17.B. The homes reserved for affordable- workforce housing purchasers will be two and three bedroom, two bath units in multi - family buildings. Each home will be owned by the purchaser. All of the Boxwood homes will have periodic exterior painting provided for by the Boxwood Community Association. The monthly homeowner's fee will also cover the cost of basic cable television service, common areas and a community cabana, bath and pool area, where residents and guests may swim or just relax. The monthly fee has not yet been fmally determined, but is anticipated to be approximately $180 per month. 8. Please supply any other information which would reasonably be needed to address this request for an affordable, workforce, and gap housing density bonus for this development. Attach additional pages if needed. P:\CPWinYlistoryk07D529-0001\.3040.07 Packet Page -3165- STATE OF FLORIDA) COUNTY OF COLLIER) I, DWIGHT E. BROCK, Clerk of Courts in and for the Twentieth Judicial Circuit, Collier County, Florida, do hereby certify that the foregoing is a true and correct copy of: ORDINANCE 2007 -55 9/24/2013 17.B. Which was adopted by the Board of County Commissioners on the 26th day of June, 2007, during Regular Session. WITNESS my hand and the official seal of the Board of County Commissioners of Collier County, Florida, this 29th day of June, 2007. DWIGHT E. BROCK Clerk of Courts and Clerk Ex- officio to Board of County Commissioners Teresa. Polaski;= Z Deputy-Clerk Packet Page -3166- 31rx Ol LON -133x1 <^ U Z O = LU W, Cr CL a — 3MO Srel 92 o 8 U ii 4a OWAMOB Nb OI QWAn noe ny� w O� u 0 0 0 MA aeQQd a •o 0 31rx Ol LON F-F tsi �i a= W Packet Page - 3167 >013 17.B. Q C� z z 0 N a_ C� G z 0 U 0 J M O N J a Q �\ 0 Z O H W -133x1 <^ U Z O = LU W, Cr CL a — 3MO Srel 92 o 8 U F-F tsi �i a= W Packet Page - 3167 >013 17.B. Q C� z z 0 N a_ C� G z 0 U 0 J M O N J a Q �\ 0 Z O H W -133x1 <^ 3MO Srel 8 U ii 4a OWAMOB Nb OI QWAn noe ny� O� F-F tsi �i a= W Packet Page - 3167 >013 17.B. Q C� z z 0 N a_ C� G z 0 U 0 J M O N J a Q �\ 0 Z O H W ll*� N 9/24/2013 17.B. ww IFEk' k'�d� a x oZ m worcm Q w rl- amr J J W,;zzw O om U rw >z I I I ad ° W�z whoa ' o a° � g N Wz? a ' ° z z I Lo Z, > O +I it it it Z Q J y� < � I W W W I JmO rc m� � U B 1 1 I J` \ \\ � U--------- - - - - -_ N N I� wcxi� o: o m e D I boa /'----- - - - -__ -- _ -I U R 1 a C 1 W.w \ \ � — T Il w YW a W y! d' ( 1 _` I I / II w 3o� W K b U re a W to F m� I Sao a o b b wo� I I K I mt i i 1 i I I I F i z o O$$ J F .ol�I - I n �-I F a m = z w X Z J I I Z Q W I I I I I (p%�, m I W W 15'i m 1 1 I I I C<i I I C' uKi n o u n o z ° W n 0= Z V 11 I I O Q' N a 0 1- I � rD � N lV n{ d Q U o gr i III I U Ya� 6 U sI{�I m = I I I I I ~ F- UQ I m W W ¢ W . ¢ W a W dJ I I I N Q I I ¢ m<< ° m iy ; 1 I F- I I 12, n O Q �O i i I i I I I' > o II I I II oLLg w- w�N�� CD tl m m ,�, _ W a tw a $ k' R Z~ W? j:wXXa it ^�LLl� --i / L _ II - - - - - -- d, ae� i -j amine .01 1 II II a�g I a'a'a�4 ° I W W I y ¢I- z m 1 l I 3 1 �o? 1 I F K l I � *Cl ^fR'1 =� 1 I II I i l Lw Lir- Z I I I z O "i I\ wcY q z l I I II a' 0 C (l- Cn iL N F I I I rI� WWC I I m fI ' I II Y C = a 2 = a S WYE W I I I I II OWO U Q Om= U U LU I W C'J J tt I W II r6G ¢� J IA 1 1 I LU 6<OW Zp ga� II W O 2a J rw I f II Z >Q Om -zG�p I 1 � rn3y1N za �J N� cFiZ ¢ I z r �7n ¢ 00 .... _— -------------- __ I I O O F g3 gg O ZO= �0 Z N?O ?J - - - -- - -' (lss •a'o) g g aavna -inos 8311100 Packet Page -3168- w JO Monday, July 1St, 2013 To Whom it may Concern: 9/24/2013 17.B. The Buck's Run Reserve Homeowner's Association Board of Director's has recently reviewed and highly recommends approval of the re- zoning request for Tuscany Pointe, the new proposed community to be located adjacent to our development to the north. We believe that the rezoning proposal is substantially more in alignment with our type of development and would be a much better fit for the area given the infra - structure and amenities available locally. A number of our current residents, along with our board's Secretary /Treasurer, recently participated in a community session that gave a "glimpse" into the prospective development and we are pleased with the intended changes to the development plans. Sincerely, Buck's Run Reserve Homeowner's Association Steve Walden, President Brain Wyss, Vice President Sue Nelson, Secretary /Treasurer Packet Page -3169- 9/24/2013 17. B. GundlachNa From: Sent: Bob Mulhere [BobMulhere @hmeng.com] To: Wednesday, July 03, 2013 12:01 PM Cc: GundlachNancy Andrew Zuckerman; Stephanie Karol Subject: FW: Tuscany Pointe One very minor change in the VCC letter I just sent you - (I would include this email with that letter as attachment to staff report). The buffer along the east boundary with VCC will be a minimum of 20 feet but will not average 25 feet. Bob Where, FAICP Planning Director HOLE MONTES, INC iL From: Kent Friedman [mailto:kfriedman17830earthlink net] Sent: Wednesday, July 03, 2013 11:52 AM To: Bob Mulhere Subject: Tuscany Pointe M ,—Pursuant to our telephone conversation this morning I understand the intention for the buffer on the eastern perimeter is intended to be a minimum of twenty feet. Accordingly, item number 4 of my recent letter to you is deemed amended by the deletion "...and an average of 25 feet." I trust is e-mail will be sufficient confirmation of our understanding of this deletion and confirms the rest and remainder of my letter. Thanks, Kent 1 Packet Page -3170- 9/24/2013 17.B. -XT C CLUB r-. 8250 DANBURY BLVD. NAPLES, FL 34120 July 1, 2013 Bob Mulhere, FAICP Director of Planning Hole Montes 950 Encore Way Naples, Florida 34110 Re: Tuscany Pointe PUD Dear Bob: This letter will serve to confirm our understanding regarding the issues we have been discussing with regard to the Tuscany Pointe PUD in relation to the Vanderbilt Country Club community. On behalf of the Vanderbilt Community Association we understand that on behalf of Zuckerman Development Company the Tuscany Point PUD Amendment will: 1. Reduce the maximum dwelling units from 207 to 120; 2. Eliminate the affordable housing density bonus and terminate the density bonus agreement; 3. Ensure a development of single family homes fully compatible with that in the Vanderbilt Country Club Community; 4. Provide for a setback buffer on the eastern perimeter of Tuscany Pointe of a minimum of 20 feet and an average of 25 feet (the "Eastern Buffer "); 5. The Eastern Buffer will have a 2' berm placed on or adjacent to the Tuscany Pointe property line with a six foot wall erected on the top of the berm; 6. Provide for a setback buffer of 72 feet on the northern perimeter of Tuscany Pointe(the "Northern Buffer ") of consisting of a 20 foot landscape buffer, a 10 foot utility and drainage easement and a 42 foot roadway for the Tuscany Pointe residents, excepting that the setback will be reduced to 30 feet on northwest and northeast lots (respectively lots 29 and 30) of Tuscany Pointe; 7. The Northern Buffer will have a 2' berm placed on or adjacent to the Tuscany Pointe property line with a six foot wall erected on the top of the berm; 8. The walls to be erected on both the north and east perimeters will be constructed using masonry concrete block, prefab wall or pressure treated solid wood fence materials. Based upon the foregoing, the Vanderbilt Community Association is supportive of your PUD Amendment. We also appreciate the time and cooperative spirit in which we both have been able to accommodate our individual concerns to reach this understanding. Sincerely, Vanderbilt Community Association i FCent Friedman, President CLUBHOUSE 239 -348 -2662 - PROSHOP 239- 348 -2663 • FAx 239- 348 -3381 • `vwiv.vanderbiltcountryclub.com Packet Page -3171- 9/24/2013 17.B. TERMINATION AGREEMENT THIS AGREEMENT, as entered into on the day of , 2013, between LYNX ZUCKERMAN AT NAPLES LLC (hereinafter referred to as the "OWNER "), and the COLLIER COUNTY BOARD OF COUNTY COMMISSIONERS (hereinafter referred to as "COUNTY "). WHEREAS, HOME DYNAMICS LLC and the COUNTY entered into an Agreement authorizing Affordable Workforce Housing Density Bonus and Imposing Covenants and Restrictions on Real Property dated June 26, 2007 (hereinafter "Agreement "); and WHEREAS, OWNER, as successor to Home Dynamics LLC, has petitioned the County to reduce the residential density on its property and terminate the Agreement. NOW, THEREFORE, the parties hereto agree as follows: The Agreement is hereby terminated as of the date of this Agreement. IN WITNESS WHEREOF, the parties have caused this Agreement to be duly executed the date and year last written below. ATTEST: BOARD OF COUNTY COMMISSIONERS DWIGHT E. BROCK, CLERK OF COLLIER COUNTY, FLORIDA By: Deputy Clerk GEORGIA A. HILLER, ESQ., Chairwoman LYNX ZUCKERMAN A S LLC WITNESSES: (1) JbeV cG , � By. Signature ign ure Printed/Typed Name rinte /Typed Name (2) �1��Q�1 Printed/Typed Title �Signature, Printed/Typed Name 1 of 2 Packet Page -3172- Approved as to form and legality Heidi Ashton -Cicko Managing Assistant County Atto 13- CPS - 01214 \18 2 of 2 Packet Page -3173- COLLIER COUNTY GOVERNMENT GROWTH MANAGEMENT DIVISION/ PLANNING AND REGULATION 9/24/2013 17.B. poi e-r County 2800 NORTH HORSESHOE DRIVE NAPLES, FLORIDA 34104 (239) 252 -2400 FAX (239) 252 -5358 www.colliergov.net APPLICATION FOR PUBLIC HEARING FOR: FEI AMENDMeNT TO PUD (PUDA) ❑ PUD t EZONE (PUDZ) ❑ PUD TO PUD REZONE (PUDZ -A) PETITION NO PROJECT NAME To be completed by staff DATE PROCESSED APPLICANT INFORMATION NAME OF APPLICANT(S) Lynx Zuckerman at Naples, LLC /Andrew Zuckerman, Member ADDRESS 6131 Lyons Road, Suite 200 CITY Coconut Creek STATE FL ZIP 33073 TELEPHONE # 954- 481 -3700 CELL # N/A FAX # 954 -481 -3444 E -MAIL ADDRESS: andy @zuckermanhomes.com NAME OF AGENT Robert J. Mulhere, FAICP /Hole Montes, Inc. ADDRESS 950 Encore Way TELEPHONE # 239- 254 -2000 CELL # N/A E -MAIL ADDRESS: bobmulhere @hmeng.com CITY Naples STATE FL ZIP 34110 FAX # 239- 254 -2099 BE AWP%RE THAT COLLIER COUNTY HAS LOBBYIST REGULATIONS. GUIDE YOURSELF ACCORDINGLY AI4D ENSURE THAT YOU ARE IN COMPLIANCE WITH THESE REGULATIONS. Packet Page -3174- COLLIER COUNTY GOVERNMENT GROWTH MANAGEMENT DIVISION/ PLANNING AND REGULATION - C'eT C014nty ASSOCIATIONS 9/24/2013 17.B. 2800 NORTH HORSESHOE DRIVE NAPLES, FLORIDA 34104 (239) 252 -2400 FAX (239) 252 -6358 www.collier.ov.net Complete the following for all registered Association(s) that could be affected by this Petition. Provide additional sheets if necessary. Information can be found on the Board of County Commissioner's website at i tto: / /wvaw colliergov net /index.nspx ?page =774 NAME OF HOMEOWNER ASSOCIATION: East Naples ,CivicAssociation,Inc. MAILING ADDRESS 4784 Inverness Drive CITY Naples STATE FL NAME OF HOMEOWNER ASSOCIATION: MAILING ADDRESS NAME OF HOMEOWNER ASSOCIATION: MAILING ADDRESS NAME OF HOMEOWNER ASSOCIATION: MAILING ADDRESS NAME OF HOMEOWNER ASSOCIATION: MAILING ADDRESS ZIP 3411/ CITY STATE ZIP CITY STATE ZIP CITY STATE ZIP CITY STATE ZIP Packet Page -3175- 9/24/2013 17.B. c0'ie-r C10 -unty COLLIER COUNTY GOVERNMENT 2800 NORTH HORSESHOE DRIVE GROWTH MANAGEMENT DIVISION/ NAPLES, FLORIDA 34104 PLANNING AND REGULATION (239) 252 -2400 FAX (239) 252 -6358 www.colliergov.net Disclosure of Interest Information a. If the property is owned fee simple by an INDIVIDUAL, tenancy by the entirety, tenancy in common, or joint tenancy, list all parties with an ownership interest as well as the percentage of such interest. (Use additional sheets if necessary). Name and Address % of Ownership b. If the property is owned by a CORPORATION, list the officers and stockholders and the percentage of stock owned by each. C. Name and Address % of Ownership Lynx Zuckerman at Naples, LLC 100% 6131 Lyons Road, Suite 200 Coconut Creek, FL 33073 If the property is in the name of a TRUSTEE, list the beneficiaries of the trust with the percentage of interest. Name and Address % of Ownership Packet Page -3176- 9/24/2013 17.B. CoL'er County COLLIER COUNTY GOVERNMENT 2800 NORTH HORSESHOE DRIVE GROWTH MANAGEMENT DIVISION/ NAPLES, FLORIDA 34104 PLANNING AND REGULATION (239) 252 -2400 FAX (239) 252 -6358 www.colliergov.net d. If the property is in the name of a GENERAL or LIMITED PARTNERSHIP, list the name of the general and /or limited partners. Name and Address % of Ownership e. If there is a CONTRACT FOR PURCHASE, with an individual or individuals, a Corporation, Trustee, or a Partnership, list the names of the contract purchasers below, including the officers, stockholders, beneficiaries, or partners. Name and Address I % of Ownership I Date of Contract: f. If any contingency clause or contract terms involve additional parties, list all individuals or officers, if a corporation, partnership, or trust. Name and Address ' Packet Page -3177- 9/24/2013 17.B. cdttr County COLLIER COUNTY GOVERNMENT 2800 NORTH HORSESHOE DRIVE GROWTH MANAGEMENT DIVISION/ NAPLES, FLORIDA 34104 PLANNING AND REGULATION (239) 252 -2400 FAX (239) 252 -6358 www.colliergov.net g. Date subject property acquired ® 12/2012 leased ❑ Term of lease yrs. /mos. If, Petitioner has option to buy, indicate the following: Date of option: Date option terminates: , or Anticipated closing date h. Should any changes of ownership or changes in contracts for purchase occur subsequent to the date of application, but prior to the date of the final public hearing, it is the responsibility of the applicant, or agent on his behalf, to submit a supplemental disclosure of interest form. V ROPE,R'T ' LOCATION Detailed legal description of the property covered by the application: (If space is inadequate, attach on separate page.) If request involves change to more than one zoning district, include separate legal description for property involved in each district. Applicant shall submit four (4) copies of a recent survey (completed within the last six months, maximum 1" to 400' scale) if required to do so at the pre - application meeting. NOTE: The applicant is responsible for supplying the correct legal description. If questions arise concerning the legal description, an engineer's certification or sealed survey may be required. Section /Township /Range 35 1148S 1126E Lot: N/A Block: N/A Subdivision: N/A Plat Book: N/A Page #• N/A Property I.D. #• 00206560001, 00206800004, 00205960000 Metes & Bounds Description: See Legal Description Size of property: ft. X ft. = Total Sq. Ft. 1,306,800 Acres 30.46 + / -ac Address/,general location of subject property: East of Collier Boulevard /North of Vanderbilt Beach Rd. PUD District (LDC 2.03.06): 0 Residential ❑ Community Facilities ❑ Commercial ❑ Industrial Packet Page -3178- COLLIER COUNTY GOVERNMENT GROWTH MANAGEMENT DIVISION/ PLANNING AND REGULATION 9/24/2013 17.B. co`i - r County 2800 NORTH HORSESHOE DRIVE NAPLES, FLORIDA 34104 (239) 252 -2400 FAX (239) 252 -6358 www.collieroov.net ADJACENT ZONING AND LAND USE Does the owner of the subject property own property contiguous to the subject property? If so, give complete legal description of entire contiguous property. (If space is inadequate, attach on separate page). N/A Section /Township /Range -/-/ Lot: Block: Subdivision: Plat Book Page #: Property I.D. #: Metes & Bounds Description: REZONE REQUEST This application is requesting a rezone from the RPUD zoning district(s) to the RPUD zoning district(s). Present Use of the Property: Residential PUD (undeveloped with 207 D.U.'s) Proposed Use (or range of uses) of the property: Residential PUD (with 120 D.U.'s) Original PUD Name: Boxwood RPUD Ordinance No.: 07 -55 Packet Page -3179- Zoning Land Use N A, PUD (Vanderbilt Country Club) Undeveloped /Developed Residential S MPUD (Buck's Run) Church /Residential E PUD (Vanderbilt Country Club) Developed Residential Developed W Collier Boulevard (C.R. 951) arterial ROW Does the owner of the subject property own property contiguous to the subject property? If so, give complete legal description of entire contiguous property. (If space is inadequate, attach on separate page). N/A Section /Township /Range -/-/ Lot: Block: Subdivision: Plat Book Page #: Property I.D. #: Metes & Bounds Description: REZONE REQUEST This application is requesting a rezone from the RPUD zoning district(s) to the RPUD zoning district(s). Present Use of the Property: Residential PUD (undeveloped with 207 D.U.'s) Proposed Use (or range of uses) of the property: Residential PUD (with 120 D.U.'s) Original PUD Name: Boxwood RPUD Ordinance No.: 07 -55 Packet Page -3179- 9/24/2013 17.B. County COLLIER COUNTY GOVERNMENT 2800 NORTH HORSESHOE DRIVE GROWTH MANAGEMENT DIVISION/ NAPLES, FLORIDA 34104 PLANNING AND REGULATION (239) 252 -2400 FAX (239) 252 -6358 www.coliiergov.net EVALUATION CRITERIA Pursuant to Section 10.02.13 of the Collier County Land Development Code, staff's analysis and recommendation to the Planning Commission, and the Planning Commission's recommendation to the Board of County Commissioners shall be based upon consideration of the applicable criteria noted below. Provide a narrative statement describing the rezone request with specific reference to the criteria noted below. Include any backup materials and documentation in support of the request. PUD Rezone Considerations (LDC Section 10.02.13.8) 1. The suitability of the area for the type and pattern of development proposed in relation to physical characteristics of the land, surrounding areas, traffic and access, drainage, sewer, water, and other utilities. See attached Evaluation Criteria. 2. Adequacy of evidence of unified control and suitability of any proposed agreements, contract, or other instruments, or for amendments in those proposed, particularly as they may relate to arrangements or provisions to be made for the continuing operation and maintenance of such areas and facilities that are not to be provided or maintained at public expense. Findings and recommendations of this type shall be made only after consultation with the county attorney. See attached Evaluation Criteria. 3. Conformity of the proposed PUD with the goals, objectives and policies of the growth management plan. (This is to include identifying what Sub - district, policy or other provision allows the requested uses /density, and fully explaining /addressing all criteria or conditions of that Sub- district, policy or other provision.) See attached Evaluation Criteria. 4. The internal and external compatibility of proposed uses, which conditions may include restrictions on location of improvements, restrictions on design, and buffering and screening requirements. See attached Evaluation Criteria. 5. The adequacy of usable open space areas in existence and as proposed to serve the development. See attached Evaluation Criteria. 6. The timing or sequence of development for the purpose of assuring the adequacy of available improvements and facilities, both public and private. See attached Evaluation Criteria. T. The ability of the subject property and of surrounding areas to accommodate expansion. See attached Evaluation Criteria. �. Conformity with PUD regulations, or as to desirable modifications of such regulations in the particular case, based on determination that such modifications of justified as meeting public purposes to a degree at least equivalent to literal application of such regulations. See attached Evaluation Criteria. Packet Page -3180- COLLIER COUNTY GOVERNMENT GROWTH MANAGEMENT DIVISION/ PLANNING AND REGULATION 9/24/2013 17.B. oL'ier County 2800 NORTH HORSESHOE DRIVE NAPLES, FLORIDA 34104 (239) 252 -2400 FAX (239) 252 -6358 www.colliergov.net Deed Restrictions: The County is legally precluded from enforcing deed restrictions, however, many communities have adopted such restrictions. You may wish to contact the civic or property owners association in the area for which this use is being requested in order to ascertain whether or not the request is affected by existing deed restrictions. Previous land use petitions on the subiect property: To your knowledge, has a public hearing been held on this property within the last year? ❑ Yes Q No If so, what was the nature of that hearing? Official Interpretations or Zoning Verifications: To your knowledge, has there been an official interpretation or zoning verification rendered on this property within the last year? ❑ Yes ❑i No If so, please provide copies. NOTICE: 'f his application will be considered "open" when the determination of "sufficiency" has been made and the application is assigned a petition processing number. The application will be considered "closed" when the petitioner withdraws the application through writien notice or c5ases to supply necessary information to continue processing or otherwise actively pursue the Lgz ninci for a period of six (6) months. An application deemed "closed" will not receive furiher processing and an application "closed" through inactivity shall be deemed withdraWn. An application deemed "closed" may be re- opened by submitting a new application, repayment of oil application Fees and graining of a determination of "sufficiency ". Further review of the project will be subject to the then current code. (LDC Section 10.03.05.Q.; Packet Page -3181- 9/24/2013 17.B. w coi[Ter County COLLIER COUNTY GOVERNMENT 2800 NORTH HORSESHOE DRIVE GROWTH MANAGEMENT DIVISION/ NAPLES, FLORIDA 34104 PLANNING AND REGULATION (239) 252 -2400 FAX (239) 252 -6358 www.colliergov.net STATEMENT OF UTILITY PROVISIONS FOR AUD REZONE REQUEST APPLICANT INFORMATION NAME OF APPLICANT(S) Lynx Zuckerman at Naples, LLC /Andrew Zuckerman, Member oconu ree ADDRESS 6131 Lyons Road, Suite 200 CITY STATE FL ZIP 33073 TELEPHONE # 954- 481 -3700 CELL # E -MAIL ADDRESS: andy @zuckermanhomes.com ADDRESS OF SUBJECT PROPERTY (IF AVAILABLE): N/A FAX # Collier Boulevard LEGAL DESCRIPTION Section /Township /Range 35 / 48S /__261H Lot: N/A Block: N/A Subdivision: N/A Plat Book N/A Page #: N/A Property I.D. #: 00206560001, 00206800004, 00205960000 Metes & Bounds Description: See Legal Description TYPE OF SEWAGE DISPOSAL TO BE PROVIDED (Check applicable system): COUNTY UTILITY SYSTEM County System a. CITY UTILITY SYSTEM ❑ b. FRANCHISED UTILITY SYSTEM ❑ PROVIDE NAME c. PACKAGE TREATMENT PLANT ❑ (GPD capacity) d. SEPTIC SYSTEM ❑ TYPE OF WATER SEPVICE TO BE PROVIDED a. COUNTY UTILITY SYSTEM 0 b. CITY UTILITY SYSTEM ❑ c. FRANCHISED UTILITY SYSTEM ❑ PROVIDE NAME d. PRIVATE SYSTEM (WELL) ❑ Packet Page -3182- �. Go` be',Y County COLLIER COUNTY GOVERNMENT GROWTH MANAGEMENT DIVISION/ PLANNING AND REGULATION TOTAL POPULATION TO BE SERVED: 300+1- 9/24/2013 17.B. 2800 NORTH HORSESHOE DRIVE NAPLES, FLORIDA 34104 (239) 252 -2400 FAX (239) 252 -6358 www.colliergov.net PEAK AND AVERAGE DAILY DEMANDS: A. WATER -PEAK 150,000 GPD AVERAGE DAILY 38,000 GPD B. SEWER -PEAK 150,000 GPD AVERAGE DAILY 38,000 GPD IF PROPOSING TO BE CONNECTED TO COLLIER COUNTY REGIONAL WATER SYSTEM, PLEASE PROVIDE THE DATE SERVICE IS EXPECTED TO BE REQUIRED october201.3 NARRATIVE STATEMENT: Provide a brief and concise narrative statement and schematic drawing of sewage treatment process to be used as well as a specific statement regarding the method of affluent and sludge disposal. If percolation ponds are to be used, then percolation data and soil involved shall be provided from tests prepared and certified by a professional engineer. See attached Exhibit. COLLIER COUNTY UTILITY DEDICATION STATEMENT: If the project is located within the services boundaries of Collier County's utility service system, written notarized statement shall be provided agreeing to dedicate to Collier County Utilities the water distribution and sewage collection facilities within the project area upon completion of the construction of these facilities in accordance with all applicable County ordinances in effect at the at time. This statement shall also include an agreement that the applicable system development charges and connection fees will be paid to the County Utilities Division prior to the issuance of building permits by the County. If applicable, the statement shall contain shall contain an agreement to dedicate the appropriate utility easements for serving the water and sewer systems. STATEMENT OF AVAILABILITY CAPACITY FROM OTHER PROVIDERS: Unless waived or otherwise provided for at the pre - application meeting, if the project is to receive sewer or potable water services from any provider other than the County, a statement from that provider indicating that there is adequate capacity to serve the project shall be provided. Packet Page -3183- I I m U V N W E�.. �i Ld In O I .M �I �I �I �I �I �I I N------------- - - - - -- - xid�,t l�rtt- -� - -- i_- - -- NMx�via tieHds� - ---- - - - -t- 7:5 ® \® d�23 r8l ^t3 U A o I OvL U� Cfl 0 D o 0- 9/24/2013 17.13. cs N N O o U Z _ n /I�/ < V/ 2 z D' 0 U 1D m >I �I �I WI ® _° _ ® _ ®...... �i— - ._ ._L £.t - -Id 01,1V "Ti n o o "d3 r i p - d3o ------—------- 1'S "t1 ,4Z 'Y3 Packet Page -3184- ` D a d _ O LL w O Co rp � j N O, d CN G Q m o o ti n �,�rN U M U O O J LL to ._ Z C N C o N 4 0 c°n aNVCo n °'zoo0 o LL L Q I d t7 O N t� Pp o N W z� 0 w 2 1 v D _ cn � O ®� N 0 0 of W - Ih M M �� W H � O a < < o / D D D x N d O O C-4 D K o a COLLIER COUNTY GOVERNMENT GROWTH MANAGEMENT DIVISION/ PLANNING AND REGULATION Co ' eT County AFFIDAVIT 9/24/2013 17.B. 2800 NORTH HORSESHOE DRIVE NAPLES, FLORIDA 34104 (239) 252 -2400 FAX (239) 252 -6358 www.collieraov.net We /I, Lynx Zuckerman at Naples, LLC being first duly sworn, depose and say that we/l am/are the owners of the property described herein and which is the subject matter of the proposed hearing; that all the answers to the questions in this application, including the disclosure of interest information, all sketches, data, and other supplementary matter attached to and made a part of this application, are honest and true to the best of our knowledge and belief. We /I understand that the information requested on this application must be complete and accurate and that the content of this form, whether computer generated or County printed shall not be altered. Public hearings will not be advertised until this application is deemed complete, and all required information has been submitted. As property owner We/l further authorize Robert J. Mulhere, FAICP to act as our /my representative in any matters regarding this Petition. ignature of Property Owner Signature of Property Owner Michael McCarty, Managing Member Typed or Printed Name of Owner Typed or Printed Name of Owner The foregoing instrument was acknowledged before me this 1 - - day of P'-1 cuC. N 20 13 by f -ti hCtPj H0.UkcW who is� ersonally known to me or has produced as identification. ' V/ State of lliwf of Notary Public — State ofd') > County of CUI�m (Print, Type, or Stamp Commissioned JO -ANN PERILLO Name of Notary Public) Commission # 2418603 Notary Public, State of New Jersey My Commission Expires March 19, 2017 Packet Page -3185- 9/24/2013 17.B. Co" h COLLIER COUNTY GOVERNMENT 2800 NORTH HORSESHOE DRIVE GROWTH MANAGEMENT DIVISION/ NAPLES, FLORIDA 34104 PLANNING AND REGULATION (239) 252 -2400 FAX (239) 252 -6358 www.collierg yMq COVENANT OF UNIFIEID CONTROL The undersigned do hereby swear or affirm that we are the fee simple titleholders and owners of record of property commonly known as Lynx Zuckerman at Naples, LLc 6131 Lyons Road, Suite 200, Coconut Creek, FL 33073 (Street address and City, State and Zip Code) and legally described in Exhibit A attached hereto. The property described herein is the subject of an application for Resldenlial planned unit development ( R PUD) zoning. We hereby designate Robert J. Muthere, FAICP legal representative thereof, as the legal representatives of the property and as such, these individuals are authorized to legally bind all owners of the property in the course of seeking the necessary approvals to develop. This authority includes, but is not limited to, the hiring and authorization of agents to assist in the preparation of applications, plans, surveys, and studies necessary to obtain zoning approval on the site. These representatives will remain the only entity to authorize development activity on the property until such time as a new or amended covenant of unified control is delivered to Collier County. The undersigned recognize the following and will be guided accordingly in the pursuit of development of the project: I , The property will be developed and used in conformity with the approved master plan including all conditions placed on the development and all commitments agreed to by the applicant in connection with the planned unit development rezoning. 2. The legal representative identified herein is responsible for compliance with all terms, conditions, safeguards, and stipulations made at the time of approval of the master plan, even if the property is subsequently sold in whole or in part, unless and until a new or amended covenant of unified control is delivered to and recorded by Collier County. 3. A departure from the provisions of the approved plans or a failure to comply with any requirements, conditions, or safeguards provided for in the planned unit development process will constitute a violation of the Land Development Code. 4. All terms and conditions of the planned unit development approval will be incorporated into covenants and restrictions which run with the land so as to provide notice to subsequent owners that all development activity within the planned unit development must be consistent with those terms and conditions. 5. So long as this covenant is in force, Collier County can, upon the discovery of noncompliance with the terms, safeguards, and conditions of the planned unit development, seek equitable relief as necessary to compel compliance. The County will not issue permits, certificates, or licenses to occupy or use any part of the planned unit development and the County may stop ongoing construction activity until the project is brought into compliance with all terns, conditions and safeguards of the planned unit development. Owner Owner Michael McCarty, Managing Member Printed Name Printed Name STATE OF mayd x N e LJ COUNTY OF QQx Mvnts�r �'� n) 2013 ; Sworn to (or affirmed ) and subscribed before me this 1 r day of 6-Ja 200- by- k"(AA(!'t'A k (� (c_01-ii, who is,p ']mown to meor has produced as identifieatton. ! 1 Notary Public ANN PERILLO (Name typed, printed or stamped) JO - Commission # 24} ej Notary Public, State of Newe arsey My Commission Exp March 19, 2017 Packet Page -3186- TUSCANY POINTE RPUD EXHIBIT A Leeal Description: 9/24/2013 17.B. The subject property being 30.46 ± acres is located in Section 35, Township 48 South, Range 26 East, and is more fully described as follows: Parcel l: The South one -half (S ' /z) of the South one -half (S ' /2) of the Northwest one - quarter (NW '/4) of the Southwest one - quarter (SW '/4) of Section 35, Township 48 South, Range 26 East, Collier County, Florida. Parcel 2: The South one -half (S %2) of the South one -half (S %2) of the Northeast one - quarter (NE '/4) of the Southwest one - quarter (SW '/4) of Section 35, Township 48 South, Range 26 East, Collier County, Florida. Parcel 3: The North one -half (N %2) of the South one -half (S ' /z) of the Northeast one - quarter (NE '/4) of the Southwest one - quarter (SW '/4) of Section 35, Township 48 South, Range 26 East, Collier County, Florida. ,0-11, Packet Page -3187- 9/24/2013 1 7. B. Co -i1 r County COLLIER COUNTY GOVERNMENT 2800 NORTH HORSESHOE DRIVE GROWTH MANAGEMENT DIVISION/ NAPLES, FLORIDA 34104 PLANNING AND REGULATION (239) 252 -2400 FAX (239) 252 -6358 www.collierciov.net PUD AMENDMENT (PUDA) - PUD REZONE (PUDZ) - PUD to PUD REZONE (PUDZ -A) APPLICATION SUBMITTAL CHECKLIST THIS COMPLETED CHECKLIST IS TO BE SUBMITTED WITH APPLICATION PACKET IN THE EXACT ORDER LISTED BELOW .•,mr r ATTA J-uen Tn CAru [GPTIAAI Alnrc. imrnMpiFTF SUMBITTALS WILL NOT BE ACCEPTED. VV Vvvert arlrr 10 hl Ie�a.n G✓ Iv a. r. �... ..rv.. v... ..�._. ...- -.-• - --- - —- - -- - REQUIREMENTS # OF NOT COPIES REQUIRED REQUIRE STANDARD REQUIREMENTS: 1 Additional set if located in the Bayshore /Gateway Triangle Redevelopment Area) X Copies of detailed description of why amendment is necessary 190 X Completed Application with list of Permitted Uses; Development Standards Table; List of 14 ❑ proposed deviations from the LDC (if any); List of Developer Commitments and Statement of ❑ Compliance narrative (download application from web for current form) PUD Conceptual Master Site Plan 24" x 36" and One 8 1/2" x 1 1" cop "and 1/2" 140 ❑ N 11 Revised Conceptual Master Site Plan 24" x 36 One 8 x 11" copy 19❑ Z ❑ Original PUD dot ord and Master Plan 24" x 36" — ONLY IF AMENDING THE PUD 140 Revised PUD application with changes crossed thru & underlined 140 ❑ z ❑ ❑ z Revised PUD application w amended Title page w ord #'s, LDC 10.02.13.A.2 Justification /Rationale for the Deviations (must be on a separate sheet within the application 14Z ❑ ❑ material; please DO NOT include it in the PUD documents) Copies of the following:;' Deeds /Legal's & Survey (if boundary of original PUD is amended) 3 ❑ List identifying Owner & all parties of corporation 2 ❑ Owner /Affidavit signed & notarized 2 0 ❑ Covenant of Unified Control 2 0 ❑ Completed Addressing checklist 2 ❑ Environmental Impact Statement (EIS) and digital /electronic copy of EIS or exemption ❑ ❑ justification 4 4 El Historical Survey or waiver request Utility Provisions Statement w/sketches 4 0 ❑ Architectural rendering of proposed structures 4 ❑ Survey, signed & sealed 4 0 ❑ Traffic Impact Statement (TIS) with applicable fees. For TIS guidelines & procedures refer to 7 ❑ ❑ littr)://wkNRv.collici-gov.net/Jnde,,c.asDx?page=566 See letter to John Podczerwinsky Recent Aerial Photograph (with habitat areas defined) min scaled 1 " =400' 5 0 ❑ Electronic copy of all documents in Word format and plans (CDRom or Diskette) 2 ® ❑ Copy of Official Interpretation and /or Zoning Verification 1 ❑ School Impact Analysis Application — residential projects only 2 Q ❑ (download the School Impact Analysis Application from website) If located in RFMU (Rural Fringe Mixed Used Receiving Land Are-as- Applicant must contact Mr. Gerry J. Locavera, State of Florida Division of Forestry @ 239 -690 -3500 for information regarding "Wildfire Mitigation & Prevention Plan ", LDC Section 2.03.08.A.2.o.(b)i.c. Packet Page -3188- COLLIER COUNTY GOVERNMENT GROWTH MANAGEMENT DIVISION/ PLANNING AND REGULATION See RPUD document. GoIK r County EXHIBIT C MASTER PLAN Packet Page -3189- 9/24/2013 17.B. 2800 NORTH HORSESHOE DRIVE NAPLES, FLORIDA 34104 (239) 252 -2400 FAX (239) 252 -6358 www.colliergov.net COLLIER COUNTY GOVERNMENT GROWTH MANAGEMENT DIVISION/ PLANNING AND REGULATION 9/24/2013 17.B. Co --r County 2800 NORTH HORSESHOE DRIVE NAPLES, FLORIDA 34104 (239) 252 -2400 FAX (239) 252 -6358 www.collieraov.net EXHIBIT D LEGAL DESCRIPTION (if legal description is too long, add as an attachment) See RPUD document. Packet Page -3190- COLLIER COUNTY GOVERNMENT GROWTH MANAGEMENT DIVISION/ PLANNING AND REGULATION 9/24/2013 17.B. Cofer County �. 2800 NORTH HORSESHOE DRIVE NAPLES, FLORIDA 34104 (239) 252 -2400 FAX (239) 252 -6358 www.colliergov.net EXHIBIT E LIST OF REQUESTED DEVIATIONS FPOM LDC See RPUD document. Packet Page -3191- 9/24/2013 17.B. Go -r County COLLIER COUNTY GOVERNMENT 2800 NORTH HORSESHOE DRIVE GROWTH MANAGEMENT DIVISION/ NAPLES, FLORIDA 34104 PLANNING AND REGULATION (239) 252-2400 FAX (239) 252-6358 www.collieraov.net EXHIBIT F LIST OF DEVELOPER COMMITMENTS See RPLID document, revised Exhibit F. Packet Page -3192- -� 9/24/2013 17.B. oRr county COLLIER COUNTY GOVERNMENT 2800 NOR T H HORSESHOE DRIVE GROWTH MANAGEMENT DIVISION/ NAPLES, FLORIDA 34104 PLANNING AND REGULATION (239) 252 -2400 FAX (239) 252 -6358 www.colliergov.net Date: `'J time: PRE - APPLICATION MEETING NOTES ❑ PUD Rezone (PUDZ) ❑ PUD to PUD Rezone (PUDZ -A) (�] PUD Amendment (PUDA) PL# t; � C/ �1 � Project (dame: Applicant frame: ' r i I '� � Phone: ��— o / 1 b Owner Name: t > -z( J V rqu Phone: qS 4- g i -1 � 0o (' 4 t LLf .7 f I� ,0 14 City loco v+ 0,1tate J� ZIP �3O 3 Owner Address: • , Existing PUD Name and Number 1i- VVOUA I VkJo Assigned Planner Meeting Attendees: (attach Sign -in sheet) Meeting Notes Packet Page -3193- t 9/24/2013 17.B. oat 0 1..�c �v _nQ �m m -v I, P I it it -- II • �I I I I ' Packet Page -3194- 9/24/2013 17.B. per County COLLIER COUNTY GOVERNMENT 2805 NORTH HORSESHOE DRIVE GROWTH MANAGEMENT DIVISION/ NAPLES, FLORIDA 34104 PLANNING AND REGULATION (239) 252 -2400 FAX (239) 252 -6358 www.colliergov.net SCHOOL CONCURRENCY - For information regarding the school concurrency application process, please contact the School District of Collier Countv - Students, Staff Projections, Allocations and Reporting Department at 239- 377 -0254. THIS COMPLETED CHECKLIST IS TO BE SUBMITTED WITH APPLICATION PACKET IN THE EXACT ORDER LISTED BELOW W /COVER SHEETS ATTACHED TO EACH SECTION. NOTE: INCOMPLETE SUMBITTALS WILL NOT BE ACCEPTED. REQUIREMENTS ---W -OF REQUIRED NOT COPIES REQ STANDARD REQUIREMENTS: 1 Additional set if located in the Bayshore /Gateway Triangle Redevelopment Area Copies of detailed description of why amendment is necessary Completed Application (download from website for .current form) PUD Document & Conceptual Site Plan 24" x 36" and One 8 1/2" x ❑ 11" copy Revised Conceptual Site Plan 24" x 36 "and One 8 1/2" x 11" copy Original PUD document and Master Plan 24" x 36" El ONLY IF AAIENDING THE PUD A Revised PUD document with changes crossed thru & underlined Revised PUD document w /amended Title page w /ord #'s, LDC 10.02.13.A.2 Deeds/Legal's & Survey (if boundary of original PUD is amended) 3 List. identifying Owner & all parties of corporation 2 Owner/Affidavit signed & notarized ffi 2 V Covenant of Unified Control 2 Completed Addressing checklist 2 Environmental Impact Statement (EIS) T or exemption justification 2 Digital/electronic copy of EIS (copy for Planner & Environmental) 2 Historical Survey or waiver request 4 r` 1 Utility Provisions S j atenient w /sketches 4 Architectural rendering of proposed structures 4 Survey, signed & sealed 4 Traffic Impact Statement (TIS) or waiver (vdth applicable fees) 7 Copy of Traffic Impact Statement (TIS) on CDROM 3 Aerial photographs (taken within the previous 12 months min. scaled 1 "= 200'), showing FLUCCS Codes, Legend, and pro'ect boundary 5 n ikir nne .f Packet Page -3195- COLLIER COUNTY GOVERNMENT GROWTH MANAGEMENT DIVISION/ PLANNING AND REGULATION CA�r County 9/24/2013 17.B. 2800 NORTH HORSESHOE DRIVE NAPLES, FLORIDA 34104 (239) 252 -2400 FAX (239) 252 -6358 � f www.cofliegov.net u. * mow Electronic copy of all documents in Word format and plans (CDRom sm or Diskette) ❑ Just ification/R:ationale for the Deviations (must be on a separate in the PUD sheet within the application material; DO NOT include it documents) - - Copies of Official Interpretations and/or Zoning Verifications 1 School Impact Analysis Application residential components) 2 ❑1 1 set for School District (residential components)_ Affordable Housing or Economic Development Council Projects: EDC "Fast Track" must submit approved copy of official application `Expedited" Certificateu 2 []Affordable Housing must submit copy of signed of Agreement. *If project includes an Affordable Housing component, you are required to - - schedule a meeting before the Affordable Housing Advisory Committee by contacting the Collier County Housing and Human Services Department at 39- 252 -2273. ❑ Check here if there are any Settlement Agreements associated with this property. Indicate type of agreement and agreement number. Agreement # ❑ Deltona ❑ Lely Barefoot Beach ❑ Port of the Islands Interlocal Route package to: The Conservancy, Attn: Nichole Ryan 1450 Merrihue Dr., Naples, FL 34102 ❑ If located in RFMU (Rural Fringe Mixed Use) Receiving Land Areas Applicant must contact Mr. Geiry J. Lacavera, State of Florida Division of Forestry @ 239 - 690 -3500 for information regarding "Wildfire Mitigation & Prevention Plan", LDC Section 2.03.03.A.2.a.(b)i.c. ❑ If located within %2 mile of City of Naples send copy of submittal package to: Robin Singer, Planning Director City of Naples, 295 Riverside Circle, Naples, FL 34102 {I IAIr •1n4 4 Packet Page -3196- COLLIER COUNTY GOVERNMENT GROWTH MANAGEMENT DIVISION! PLANNING AND REGULATION 9/24/2013 17.B. .r County 2800 NORTH HORSESHOE DRIVE MAPLES, FLORIDA 34104 (239) 252 -2400 FAX (239) 252 -6358 wtimw.colliergov. net PLANNER, CHECK MARK BELOW FOR ADDITIONAL REVIEWS: / SCHOOL DISTRICT (residential t ; ARKS ar REC - VICKY AHMAD V components) Amy Taylor SUPERVISOR OF ELECTIONS IMMOKALEE WATER/SEWER DISTRICT DRIEM1- EMER. MGMT - Dan te UTILITIES ENGINEERING: PAULO Summers V1 MARTINS CITY OF NAPLES, Robin Singer, BAYSHOREIGATEWAY TRIANGLE Planning Director a REDEVELOPMENT Executive Director V j FIRE REVIEW: RICCO LONGO CONSERVANCY, Nichole Ryan EMS - ARTIE BAY ENGINEERING: JACK MCKENNA TRANS. PATHWAYS: ALISON COMP PLANNING: (SEE SIGN -IN BRADFORD SHEET FROM PRE -APP MEETING) ENVIRONMENTAL: SEE SIGN -IN SHEET FROM PRE -APP MEETING K- Fees Application Fee: ❑ $10,000 (PUD Rezone) + $25 per acre (or fraction of thereof) 11—N ❑ $8,000 (PUD to PUD) + $25 per acre (or fraction thereof) `] $6,000 (PUD Amendment) + $25 per acre (or fract' fang FA Fire Code Review- New PUD Rezone $150 PUD to PUD Rezone $1 5, PUD Amendment $125J ® $2,250.00 Comprehensive Planning Consistency Review"`_ ® $500.00 Pre - application fee (Applications submitted 9 months or more after the date of the last pre -app meetin r shall not be credited towards application fees and a new pre - application meeting will be required. ® $925.00 Legal Advertising Fee for CCPC meeting ® $500.00 Legal Advertising Fee for BCC meeting (advertising costs are to be reconciled upon receipt of Invoice from Naples Daily News). P�O1)z12 $2500.00 Environmental Impact Statement review fee 9/,A -� f $1000.00 Listed or Protected Species survey review fee (when au EIS is not required) Property Owner Notification fees. Property Owner Notifications $1.50 Non -cert f ed, $3.00 Certified return receipt mail (to be paid after receipt of invoice from Dept. of Zoning of Development Review) Attach a Separate Check for Transportation Fees, (Refer to Exhibit A): ❑ Methodolo _ !1 IAti- 'Ina 4 Packet Page -3197- Fee Total $ 9/24/2013 17. B. ^ 90.02. 13 A.2. s. Development commitments for all infrastructure and related matters Please add the following to the commitments section of the PUD document: One entity (hereinafter the Managing Entity) shall be responsible for PUD monitoring until close -out of the PUD, and this entity shall also be responsible for satisfying all PUD commitments until close -out of the PUD. At the time of this PUD approval, the Managing Entity is . Should the Managing Entity desire to transfer the monitoring and commitments to a successor entity, then it must provide a copy of a legally binding document that needs to be approved for legal sufficiency by the County Attorney. After such approval, the Managing Entity will be released of its obligations upon written approval of the transfer by County staff and the successor entity shall become the Managing Entity. As Owner and Developer sell off tracts, the Managing Entity shall provide written notice to County that includes an acknowledgement of the commitments required by the PUD by the new owner and the new owner's agreement to comply with the Commitments through the Managing Entity, but the Managing Entity shall not be relieved of its responsibility under this Section. When the PUD is closed -out, then the Managing Entity is no longer responsible for the monitoring and fulfillment of PUD commitments. Packet Page -3198- g 9/24/2013 17.B. Co -, County COLLIER COUNTY GOVERNMENT 2800 NORTH HORSESHOE DRIVE GROWTH MANAGEMENT DIVISION/ NAPLES, FLORIDA 34104 PLANNING ARID REGULATION (239) 252 -2400 FAX (239) 252 -6358 www.colllerclov. net € UBLIC PARTICIPATION REQUIREMENTS LDC 10.03.05 F. Applicant must conduct at least one Neighborhood Informational Meeting (NIM) after initial staff review and comment on the application and before the Public Hearing is scheduled with the Planning Commission. Written notice of the meeting shall be sent to all property owners who are required to receive legal notification from the County pursuant to Section 10.03.05.8.8. Notification shall also be sent to property owners, condominium and civic associations whose members are impacted by the proposed land use change and who have formally requested the County to be notified. A copy of the list of all parties noticed, and the date, time, and location of the meeting, must be furnished to the Land Development Services Department and the Office of the Board of County Commissioners no less than ten (10) days prior to the scheduled date of the NIM. The applicant must make arrangements for the location of the meeting. The location must be reasonably convenient to those property owners who are required to receive notice and the facilities must be of sufficient size to accommodate expected attendance. The applicant must place an advertisement of the meeting in that portion of the newspaper where legal notices and classified advertisements appear stating the purpose, location, time of the meeting and legible site location map of the property for which the zoning change is being requested. The display advertisement must be one - fourth page, in type no smaller than 12 point and must be placed within a newspaper of general circulation in the County at least seven (7) days prior to, but no sooner than five (5) days before, the NIM. The Collier County staff planner assigned to the project must attend the NIM and shall serve as the facilitator of the meeting; however, the applicant is expected to make a presentation of how it intends to develop the subject property. The applicant is required to audio or video tape the proceedings of the meeting and provide a copy to the Land Development Services Department. As a result of mandated meetings with the public, any commitments made by the applicant shall be reduced to writing and made a part of the record of the proceedings provided to the Land Development Services Department. These written commitments will be made ❑ part of the staff report of the County's review and approval bodies and made a part of the consideration for inclusion in the conditions of approval. € E-CORDING OF DEVELOPER COMMITMENTS Within 30 days of adoption of the Ordinance, the owner or developer (specify name) at its expense shall record in the Public Records of Collier County a Memorandum of Understanding of Developer Commitments or Notice of Developer Commitments that contains the legal description of the property that is the subject of the land use petition and contains each and every commitment of the owner or developer specified in the Ordinance. The Memorandum or Notice shall be in form acceptable to the County and shall comply with the recording requirements of Chapter 695, FS. A recorded copy of the Memorandum or Notice shall be provided to the Collier County Planned Unit Development Monitoring staff within 15 days of recording of said Memorandum or Notice. I a1,1 — nr1A A Packet Page -3199- C d L U l 0 CL r O CO! 9/24/2013 17.B. I i V 1 N f.[. O W O O LC) Lo Co 1` d' (` f` O r O CO O 00 � \ 00 M N CO O d CS) N U') CO U-) CA N Cif 0) Cry �f N 00 r- M LO It M M CO M CO M M d ` N N CO CO U)NLONNLr)NLn(N LO04CDCO W •�� N CVNNNNNNNNI`NNNNN z +" LO LO LO LO LO LC) U-) Lo LO LO 00 LO U') LO LO LO N NNNNNNNNNCONNNNN i a N t Co t \ N O O c ry IL > n' O 0),- > G to C) CS) -Lp J W_ Q)•La)�Q)��a).LCQo2 0) a) a) _ LL a) (A 'O () O O U to F= c 0 D.. 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U) M C: 0) u) o aJ Q U o O Q z C � 4? - CU6 .O " U C N O -E Cz_'J C � W WWD�D :Dui m< L.L Wf —JW< Q Q n\A Z ry O p_ W >, r i U r v < \? a LU O cB fA � U C� C) IL 0- v z ® ®DDDDDDD ®D �- Packet Page -3200- 9/24/2013 17-B- Packet Page -3201- 0 N LO O O a� U O ��1 N r O N Co 6 0 V) aC C W W U) z U (6 C 7 i C 3 U U .O m C .0 C U) W U All 71 n Cn Cn -� W rl w CoQ7 tp U W Z 0 lv , CL yV r 0 z J N r, 1 uj ul \^ w jt s CL J � J _ UJ C Packet Page -3201- 0 N LO O O a� U O ��1 N r O N Co 6 0 V) aC C W W U) z U (6 C 7 i C 3 U U .O m C .0 C U) W U All ,t.-V ILL J4ULI'ZWOU H hi LAND DEVELOP14EM• 9/24/2013 -. ,, W.B. e r Minty COLLIER GOLI tTY GOVERNMENT 2800 NORTH HORSUHOk DRIVE CROWTIi MAN AGEM -tNT DIVI$10W MAPLES, I LORIDA 34104 PLANNING AND REGULATION (230) 252 -2400 FAX (239) 2526724 VVWVtf,C0LLtRR0MV,NET ADDRESSING CHERCKLIST Please con7ptate the following and fax to the Operations Department at 239- 252.5724 or &ubmit In person to the Mdre;,sing Department at the above address, Fotm. mutt be sionetl by Addressing personnet prior f�re� i?piicsltion meeting piessc� aticw 3 days €or processing, Not all items will apply to every project. Items In bold type are required. FOLIO NUMBERS MUST BE PROVIOF-D. Pones older than 6 months will require additional review and approval by the Addressing beparlMent. OETITION TYPV (lndicalo Type Wow, compfefo n srparsie Addressing Checklist for onc:h PaeNlon typo) SL (Blas6ng Permit) [] SDI: (Site Dowwopment Plan) END (Boat Dock Extension) SDPA (SOF Amendment) ( ,) Carnival /Circus Permit U SDFI (Insubstantial Change to SI)P) Q CU (Conditiurial Use) Q SIP (Site Improvement Plan) �) EXP (Excav @tlon Peonit) iw� SIP[ (Jn6ubstantla) Change to SIP) (�_ 1"P (£'lnal Plat r-1 SNR (Street Name Change) ] LLA (L,at Line Ad)ustment) ( SWO (Street Name, Change , Unplatted) U PNC (Project Name Change) L7 TOR ('T'ransfer of Development Rights) n PPL (Plans &flat Revielnr) C1 VA (Voriance) PSP (Preliminary SvWivlslon Plat) II VRP (vegetation Removal Permit) (] PLID Rezone 0 VRSI --P (Vegwation removal & Sito Fill Permit) L J RZ (Stnodard Rezone) U OTHER P1,117 AIAENRMGNT nT'�OnA aAlAl�i 71A�EIY 1 ,T u __ _ LEGAL. DESCRIPTION of subject property.or properties (copy of fong1hy description may bi� alfachr Q Becton 35, Township 48S, Range 26E. Aac c-t—1 Z�� Z t-OUO (Propot°ty ID) NUMBER(s) of above (,yltach to, or ossoolato with, lepZl dvgcripVor) if More thrin ona) OD20F5560001, 00200 800004, 00205960000 8TRF-ET ADDRESS or AMRESSES (r); applicable, ff iffoady assigned) Collier Boulevard * I!OCATIONd MAP must be attached $bowing exact location of pro)ectNlto in relation to nearest publio road right- of-way Y . SUF;VEV (copy - needed only for unplatted properties) PROPOSED PROJECT NAME (it appl(c�la(e) PROPOSED STREET NAMES (if applicat -lei) SjTE Dr=VELOPMENT PLAN NUMBER (for existing proJoats/sltc�� only) SDP' - or AR or FL 9 Packet Page -3202- ult2W2013 14;59 TEL 925542099 A M LAND DEULOPMENT 9/24/2013 17.B. r' �S n er Cmnty 1n�tw�M "' 4il+�"alrw'WCnHM'rmvrwMkn.�wn Q OLLIER GOUNTY GOVEIRNMENT GROWTH MANAGEMENT DIVISIONI PLANNING ANQ REGULATION 2800 NORTH HdKSPSHOE DRIVE NAPLES, FLORIDA 341Q4 (239) 252 -240-0 FAN (239) 252 -5724 WWW.COLLJERG0V.NJ;T Project or daveloprnent names proposed for, or already appearing In, cohdomInlum documents (if application; indicate whether proposeG orexisting) rllease Check Ore. rW Checklist is to be Faxed back EJ Personally Picked Up APPLICANT NAME: HOLE MONTES, WC, /BOB MULHERE, FAIMSTEPHAN1F KAROL PHONE 239 254 -201$ PAX 239- 254 -2099 Signature on addressing Checklist does not constitute Project and /or Street Name approval and is subject to further review by the Operations Department, FOR STArP USE ONLy FLN Numtmr (Primary} , U (:!N -Z-CD d o o Folio Number —. C7 C7 7, C5 Ca Co b oc� 1 Folio Number _ Cam« C' Folio Number Approved by, Zut . ��6 r• , Data:,- l-21 Updated by � ii..tOrR THAN i M O1' T IS, F09M MU,,:-,T 137 UPDATED O -R ME_k1V FO R'6fl SUBMiTTED Packet Page -3203- ' 1 x°. I, hjy yloVp Yy� agx a�x h�A N�4iSae 5 F C =Fb EOati 5 v5 b� yBT sk g �y� 63y . . I f I I 1 I I I I i7p v�:,g a 4 p tl� C 9/24/2013 1 7. B. [LION „� .. _ '.FG�Y(S•� M.[Z1LI0 N -. M,pLL•lat _. _ .. . 196 -Y odoN UNnoo Packet Page -3204- i ��N�� R b � 4 o ...� r,aoAnoF YW -- wULOLIIIF ro«,v -ildu may .x � § y �j;!p .arrow �j)�p' r___ I rota U € In $ �b� :3 d iI bl a6,y�yFF F� i , [LION „� .. _ '.FG�Y(S•� M.[Z1LI0 N -. M,pLL•lat _. _ .. . 196 -Y odoN UNnoo Packet Page -3204- i ��N�� R b � 4 ...� r,aoAnoF YW -- wULOLIIIF ro«,v -ildu may .x � § y �j;!p .arrow �j)�p' r___ I rota U a6,y�yFF F� i , erg•g er® ` $G €Y ix o t� I a I f 5y F aj p g C E afe ! A §p I ' 1 � aEa y QY Y pd & A �3 : PS C3 ." {P2�3� �� p6O� (iggii 5 y�y yy 6x1 ��Ilg3 "— x E@ g! 4l g€ F t � e d 5 °...rggpppg PS s srt FR`. i xY ktl$F x9€ ggl1 . I 9 i gS i i � ndi � �Q� gdFgFy�'aer r II I I I q � Ea yy p y 9 I j. t ((55 pkpyy 6FF E3E3 ¢k¢eyk@@ yqe$p g�g egy �E1� EA�T 6� @l BF�`eF65.��i CYi♦i� fi F:i I I I g1}iyAI� ♦♦ee ! `Iax Wd CSFC Oe5aE 46 �.�.843zni 8: ear I � 1 _ I I �1 1 Tl={Y ' Irl P I a s p� HpI5pMF tt pS` g X Ffl9$ES � gds h fill g y 9114 Tim [LION „� .. _ '.FG�Y(S•� M.[Z1LI0 N -. M,pLL•lat _. _ .. . 196 -Y odoN UNnoo Packet Page -3204- INSTR 4781010 OR 4870 PG 1915 RECORDED 12/28/2012 2 :50 PM PAGES 3 DWIGHT E. BROCK, CLERK OF THE CIRCUIT COURT, COLLIER COUNTY FLORIDA DOC @.70 $17,500.00 REC $27.00 CONS $2,500,000.00 This instrument prepared by and should be returned to: Stephen E. Cook, Esq. Shutts & Bowen LLP 300 South Orange Ave., Suite 1000 Orlando, FL 32801 SPECIAL WARRANTY DEED 9/24/2013 17.B. THIS SPECIAL WARRANTY DEED made this i ci day of December, 20I2, by REDUS FLORIDA LAND, LLC, a Dela rr—limitzd liability company, whose address is 800 North Magnolia Avenue, Suite 7..1tio��'`32803, (the "Grantor "), to LYNX ZUCKERMAN AT NAPLES L a hmi %3' company, whose address is 6131 Lyons Road, Suite 200, Coconi� FL 33073(the "G �. ('Whenever used herein legal representatives and assigns all'tlee patties to this instrument and the heirs, NV1TNESSETH: at e Gra t jor. c LS er do of the sum of $10.00 and other valuable considerate e' h b y w d, hereby grants, bargains, sells, aliens, remises, rele conveys and confirTs un o t antee, all that certain land situate in Collier County, Fl m more particularly 'b d ows: See Exhibi ched hereto and i a ated herein. TOGETHER, with all of tCii0i't C. in and to all licenses, approvals, tenements, hereditaments and appurtenances be— onging or in anywise appertaining to the Property. TO HAVE AND TO HOLD, the same in fee simple forever. AND the Grantor does hereby covenant that the Grantor is lawfully seized of the Property in fee simple; that the Grantor has good right and lawful authority to sell and convey the Property; the Grantor does hereby fully warrant the title to the Property and will defend the same against the lawful claims of all persons by and through the Grantor; and that the Property is free and clear of all encumbrances made by Grantor except for matters of record; provided, however, reference thereto shall not serve to reimpose the same. ORLDOCS 12737351 1 Packet Page -3205- OR 4870 PG 1916 9/24/2013 17.B. IN WITNESS WHEREOF, the said Grantor has hereunto set his hand and seal the day and year first above written. Signed, sealed and delivered in our presence: REDUS FLORIDA LAND, LLC, a Delaware limited liability company T2... DRTIT TC T)- .,..4- T - ORLDOCS 12737351 1 2 Packet Page -3206- * ** OR 4870 PG 1917 * ** EXHIBIT "A" 9/24/2013 17.B. Parcel I The South one -half (S '/2) of the South one -half (S ' /z) of the Northwest one - quarter (NW ` /a) of the Southwest one - quarter (SW ''/4) of Section 35, Township 48 South, Range 26 East, Collier County, Florida. AND Parcel 2 The South one -half (S ' /z) of the South one -half (S ' /z) of the Northeast one - quart er (NE ' /4) of the Southwest one - quarter (SW ' /4) of Section 35, Township 48 South, Range 26 East, Collier County, Florida, LESS the East 30 feet for road right -of -way. Co AND �A�� Parcel _3 The North '/z of the South 1/7. 26 East, Collier County, Flo, Folio #00206560001 of seen , Township 48 South, Range \for roEL4 n6 t -of -way. 0 �Q��6800004/0020'514 i ORLDOCS 12737351 1 3 Packet Page -3207- 9/24/2013 17.B. EVALUATION CRITERIA TUSCANY POINTE F /K/A BOXWOOD RPUD PUD Rezone Considerations (LDC Section 10.02.1331 1. The suitability of the area for the type and pattern of development proposed in relation to physical characteristics of the land, surrounding areas, traffic access, drainage, sewer, water and other utilities. This is a PUD amendment. The 'type of approved land use is not changing and will remain residential although the density s being reduced by nearly 50% and multi- family residential is being eliminated from the PUD as a permitted use. Thus, the previously made finding that the area is suitable for the type and pattern of development proposed in relation to physical characteristics of the land, surrounding areas, traffic access, drainage, sewer, water and other utilities, remains valid. 2. Adequacy of evidence of unified control and suitability of any proposed agreements, contract, or other instruments, or for amendments in those proposed, particularly as they may relate to arrangements or provisions to be made for the continuing operation and maintenance of such areas and facilities that are not to be provided or maintained at public expense. Findings and recommendations of this type shall be made only after consultation with the County Attorney. The property is under the ownership of a single entity as evidenced by the ownership documents provided with this PUDA application and the continuing operation and maintenance of areas and facilities that are private (not to be provided or maintained at public expense) shall be maintained through a homeowners association established for that purpose. 3. Conformity of the proposed PUD with the goals, objectives and policies of the growth management plan. (This is to include identifying what Sub - district, policy or other provision allows the requested uses /density, and fully explaining /addressing all criteria or conditions of that Sub - district, policy or other provision.) I. Office and In -fill Subdistrict. Not applicable. IL Compliance with Additional GMP Provisions. Objective 7 — In an effort to support the Dover, Kohl & Partners publication, Toward Better Places: The Community Character Plan for Collier County, Florida, to promote smart growth policies, and adhere to the existing development character of 1 H:\2004\2004112 \wP \PUDA \Submittal \Evaluation Cr Packet Page -3208- 9/24/2013 17.B. Collier County, the following policies shall. be implemented for new development and redevelopment projects, where applicable. Policy 7.1 The County shall encourage developers and property owners to connect their properties to fronting collector and arterial roads, except where no such connection can be made without violating intersection spacing requirements of the Land Development Code. The master plan achieves this objective. Policy 7.2 The County shall encourage internal accesses or loop roads in an effort to help reduce vehicle congestion on nearby collector and arterial roads and minimize the need for traffic signals. The master plan achieves this objective. Policy 7.3 All new and existing developments shall be encouraged to connect their local streets and their intercormection points with adjoining neighborhoods or other developments regardless of land use type. The master achieves this objective to the extent possible and feasible. Policy 7.4 The County shall encourage new developments to provide wallcable communities with a blend of densities, common open spaces, civic facilities and a range of housing prices and types. This is a relatively small single -use (residential PUD). While it is designed to be walkable, there is no provision for civic facilities and a relative small size and scope will likely reduce a significant range of housing prices and types. Housing Opes and prices will reflect current market conditions and will be similar in nature to those that exist on the adjacent residential projects. Policy 7.5 The County shall encourage mixed -use development within the same buildings by allowing residential dwelling units over and /or abutting commercial development. This policy shall be implemented through provisions in specific subdistricts in this Growth Management Plan. Not applicable. 2 H: \2004\2004112 \WP\PUDA\Submittal \Evaluation Ci Packet Page -3209- 9/24/2013 17.B. Policy 7.6 The County shall explore the creation of an urban "greenway" network along existing major canal banks and powerline easements. Not applicable. Policy 7.7 The Community Development and Environmental Services Division will continue to research smart growth practices in an effort to improve the future of Collier County by specifically addressing land use and transportation planning techniques for inclusion in future land development regulations. Not applicable. Policy 1.3 of the economic element of the growth inanagement notes that Collier County will support a health care system that addresses the needs of both business and the work force. Not applicable. Policy 5.1 of the Transportation Element notes that all rezoning applications shall consider the impacts on the overall system and shall not approve any such request that n significantly impacts a roadway segment already operating and/or projected to operate at an unacceptable level of service within the five year planning period, unless specific mitigating stipulations are approved. This PUDA will reduce allowable density from 207 units to 120 units. There is no significant impact associated with a roadway segment already operating and/or projected to operate at an unacceptable level of service within the five year planning period Policy 9.3 of the Transportation Element shall require, wherever feasible, the intercomnection of local streets between developments to facilitate convenient movement throughout the road network. There is limited opportunity for interconnection as most properties abutting this PUD are already developed. There is an existing easement that provides access to the Agricultural zoned parcel located immediately to the north of the PUD. 4. The internal and external compatibility of proposed uses, which conditions may include restrictions on location of improvements, restrictions on design, and buffering and screening requirements. The PUD is proposed for residential use, which is compatible with the primarily residential uses on adjacent and nearby lands. 3 H:\2004\ 2004112 \WP \PUDA \Submittal \Evaluation Packet Page -3210- 9/24/2013 17.B. 5. The adequacy of usable open space areas in existence and as proposed to serve the development. There are adequate areas with usable open space proximate to and nearby this development. 6. The timing or sequence of development for the purpose of assuring the adequacy of available improvements and facilities, both public and private. All necessary inzproventents public and private inzprovenzents and facilities are already in place to serve this development. 7. The ability of the subject property and of surrounding areas to accommodate expansion. There are no issues that would limit the ability of the subject property or the surrounding areas to accommodate this project Again, the PUDA proposes a reduction fi -onz 207 to 120 dwelling units. 8. Conformity With PUD regulations, or as to desirable modifications of such of regulations in the particular case, based to on aedeg that such equivale�tl tol literal justified as meeting public purposes application of such regulations. ^ The PUD colzforms to the LDC PUD provisions and includes one approved deviation. No additional deviations are requested. 4 H: \2004\2004112 \WP \PUDA\Submittal \Evaluation (Packet Page -3211- 9/24/2013 17.B. REZONING CRITERIA COMPLIANT WITH LDC SECTION 10.03.05 I. TUSCAN' POINTE RPUD F /K/A BOXWOOD RPUD 10.03.05 I. Nature of requirements of planning commission report. When pertaining to the rezoning of land, the report and recommendations of the planning conunission to the board of county conunissioners required in 10.02.12 D. shall show that the planning commission has studied and considered the proposed change in relation to the following, when applicable: 1. Whether the proposed change will be consistent with the goals, objectives, and policies and future land use snap and the elements of the growth management plan. The proposed PUDA is consistent with all applicable goals, objectives, and policies of the growth management plait. The residential use, at four (4) dwelling units per gross acre, is consistent with the density rating system and locational criteria set forth in the Facture Land Use Element (FLUE) and Future Land Use Map (FLUM). 2. The existing land use pattern. The proposed use is a subset of the already approved uses within the PUD and these (residential primary uses an associated accessory uses) have already been found to be compatible with the existing land use pattern and perhaps inore importantly, consistent with the allowable land uses set forth in the FULE and on the FLUM. 3. The possible creation of an isolated district unrelated to adjacent and nearby districts. Not applicable. 4. Whether existing district 'boundaries are illogically drawn in relation to existing conditions on the property proposed for change. Not applicable. 5. Whether changed or changing conditions make the passage of the proposed amendment necessary. The requested PUDA is being requested because of changing market conditions. 6. Whether the proposed change will adversely influence living conditions in the neighborhood. The change will not adversely influence living conditions in the neighborhood. H:\ 2004\ 2004112 \WP\PUDA\Subnvttalaezoning cr;.Packet Page -3212- 9/24/2013 17.B. 7. Whether the proposed change will create or excessively increase traffic congestion or create types of traffic deemed incompatible with surrounding land uses, because of peal{ volumes or projected types of vehicular traffic, including activity during construction phases of the development, or otherwise affect public safety. The change will not create or excessively increase traffic congestion or create types of traffic deemed incompatible with surrounding land uses. 8. Whether the proposed change will create a drainage problem. The proposed change will not create a drainage problem as it will be designed in accordance with applicable SFWMD and Collier County requirements developed and applied to prevent such a condition from occurring. 9. Whether the proposed change will seriously reduce light and air to adjacent areas. The proposed development will not reduce light and air to adjacent areas. The development standards such as height limitations, setbacks, open space, and landscaping provisions ensure adequate light and open space and the movement of air to adjacent areas. 10. Whether the proposed change will adversely affect property values in the adjacent area. The proposed change will not adversely affect property values. 11. Whether the proposed change will be a deterrent to the improvement or development of adjacent property in accordance with existing regulations. Not applicable, as adjacent area is predominantly already developed. 12. Whether the proposed change will constitute a grant of special privilege to an individual owner as contrasted with the public welfare. No grant of special privilege will be conferred. 13. Whether there are substantial reasons why the property cannot be used in accordance with existing zoning. The property can be used in accordance with existing zoning but the requested changes are beneficial. 14. Whether the change suggested is out of scale with the needs of the neighborhood or the county. Change is not out of scale with needs of neighborhood or Coun07- H:\2004\2004112 \WP \PUDA \Submittal \RezoningCT_ Racket Page -3213- 9/24/2013 17.B. 15. Whether it is impossible to find other adequate sites in the county for the proposed use in districts already permitting such use. This is not applicable given that this is an amendment to an existing PUD, wherein the request does not seek to change the permitted principal use, that of residential development. 16. The physical characteristics of the property and the degree of site alteration which would be required to make the property usable for any of the range of potential uses under the proposed zoning classification. The site was previously cleared for agricultural use and is therefore in a prime condition for conversion to residential. 17. The impact of development on the availability of adequate public facilities and services consistent with the levels of service adopted in the Collier County growth management plan and as defined and implemented through the Collier County Adequate Public Facilities Ordinance [Code ch. 106, art. Il], as amended. There are no impacts on the availability of adequate public facilities and services at this tune and none are expected to occur during the development period. n, 18. Such other factors, standards, or criteria that the board of county commissioners shall deem important in the protection of the public health, safety, and welfare. No response from applicant required H:\ 2004\ 2004112 \WP\PUDA \Submittal\Rezonin.0 acket Page -3214- 9/24/2013 17.B. JUSTIFICATION FOR DEVIATION PROPOSED IN TUSCANY POINTE RPUD Deviation 2 seeks relief from LDC Section 6.01.02.B.2, Drainage Easements, which requires that an easement shall be no less than 15 feet in width to allow for an easement that is no less than 10 feet in width for storm drainage pipes less than 24" in diameter and with an invert no more than 6 feet from finished grade. All installations will follow OSHA and ACPA Standards. Justification: The justification for this deviation is that piping of smaller diameter and shallow burial depth can be adequately maintained within a 10- foot -wide easement provided all installations follow OSHA and ACPA Standards. We have confirmed that there is no objection from Engineering, and this deviation has been previously granted. 1- 1:\2004\2004112 \WP\PUDA\2nd kesubmittaNustificatioil for Deviation.docx Packet Page -3215- 9/24/2013 17. B. HOLE lV ON i ES ENGINEERS • PLA14NERS • SURVEYORS 950 Encore Way • Naples, Florida 34110 • Phone 239.254.2000 . Fax: 239.254.2099 May 8, 2013 Re: Tuscany Pointe PUDA -PL- 2013 -141 HM File No.: 2004.112 Dear Property Owner: Please be advised that Robert J. Mulhere, FAICP, of Hole Montes, Inc., on behalf of the property owner, Lynx Zuckerman at Naples, LLC, has made a formal application to Collier County to amend the Boxwood Residential Planned Unit Development (RPUD), consisting of 30f acres and located east of Collier Boulevard (CR 95 1) and north of Vanderbilt Beach Road in Section 35, Township 48 South, Range 26 East, Collier County, Florida, to: change the name from Boxwood RPUD to Tuscany Pointe RPUD; reduce the maximum allowable number of dwelling units from 207 to 120; eliminate the affordable housing component and its affordable housing density bonus thereto and delete /terminate the density bonus agreement; delete Exhibit C, the existing Master Plan, and approve a new Master Plan; revise Developer Commitments; delete Exhibit C -1, ROW Cross Section and approve a new Exhibit C -1; approve a New Exhibit C -2, Typical Lot Layouts; and, delete existing Exhibit G, Topographical Cross - Sections for Recreated Preserve Area, and approve a new Exhibit G. In compliance with the Land Development Code requirements, a Neighborhood Information Meetin6 will. be held to provide you an opportunity to ask questions. The Neighborhood Information Meeting will be held on Thursdav, May. 23, 2013 at 5:30p .m. at St Agnes Catholic Church, Seminar Room, 7775 Vanderbilt Beach Road, Naples, FL 34120. Should you have questions prior to the meeting, please feel free to contact me. Very truly yours, HOLE MONTES, INC. Robert J. Mulhere, FAICP Director of Planning RJM/sek H :\ 2004' ?004112 \WP \PUDA \NIM\Property Owner Letter 5 -8 -2013 (final).docx Packet Page -3216 - Napes - tort Myers 9/24/2013 17.B. AFFIDAVIT OF COMPLIANCE I hereby certify that pursuant to Ordinance 2004 -41, the Collier County Land Development Code, as amended, I did cause the attached newspaper advertisement to appear and I did give notice by mail to the following property owners and/or condominium and civic associations whose members may be affected by the proposed land use changes of an application request for a rezoning, PUD amendment, or conditional use, at least 15 days prior to the scheduled Neighborhood Information Meeting. For the purposes of this requirement, the names and addresses of property owners shall be deemed those appearing on the latest tax rolls of Collier County and any other persons or entities who have made a formal request of the County to be notified. The said notice contained the laymen's description of the site property of proposed change and the date, time, and place of a Neighborhood Information Meeting. Per the attached letters, property owner's list, and copy of newspaper advertisement which are hereby made a part of this Affidavit of Compliance. gnature of Applicant) ROBERT J. MULHERE FAICP (Printed name of Applicant) State of Florida County of Collier The foregoing Affidavit of compliance was acknowledged before me this 13th day of May, 2013 by ROBERT J MULHERE, FAICP, who is ally known to me or who has produced as identification. (Signature of Notary Public) Printed Name of Notary Packet Page -3217 - H:\ 2004 \2004112 \WP\PUDA \NIM1Affidavit of Compliance - NIM 0D- 13- 2013.doe �, r -,i !A�NI E KAROL CGvmi`9r% EE iM4 I EXPIRES: March 9 2016 Bonded ?hrujao.m ,PublcUndenie;s';z& c _I n .z (Notary Seal) NAPLES DAILY NEWS Published Daily Naples, FL 34110 9/24/2013 17.B. NEIGHBORHOOD -- INFORMA TION MEETING ;The public is invited to attend a neighborhood meeting held by Robert J. Mulhere, FAICP of Hole Mantes, Inc. on behalf of the property owner at the following time and location: - Affidavit of Publicatio State of Florida Counties of Collier and'Lee Before the undersigned they serve as the appeared Airy Davidson, who on oath sa Inside Sales Supervisor of the Naples Dai newspaper published at Naples, in Coll distributed in Collier and Lee counties of attached copy of the advertising, being; PUBLIC NOTICE in the natter of PUBLIC NOTICE was published in said newspaper 1 time on May 18, 2013. Affiant further says that the said Naple, published at Naples, in said Collier Coun newspaper has heretofore been continuou County, Florida; distributed in Collier an each day and has been entered as second office in Naples, in said Collier County, I year next preceding the first publication advertisement; and affiant further says th, Thursday, May 23, 2013 at 5:30 p.m. St. Agnes Catholic Church Seminar Room 7775 Vanderbilt Beach Road Naples, FL 34120 Subject Property; Consists of 30± acres, currently zoned RPUD, and located east of Collier Boulevard (CR 951) and north of Vanderbilt Beach Road in Section 35, Town - ship 48 South, Range 26 East, Collier County, Florida. The property owner is requesting to amend the Boxwood RPUD, Ordinance Number 2007 -55, by changing the name of the Residential Planned Unit Development from .Boxwood RPUD to Tuscany Pointe RPUD; reducing the maximum allowable number of dwelling units from 207 to 120; eliminating the affordable housing component and its affordable housing density bonus thereto and deleting /terminating the density bonus agreement; deleting Exhibit C, the existing Master Plan, and approving a new Master Plan; revising Developer Commitments; deleting Exhibit C -1, ROW Cross Section and approving a new Exhibit C -1; approving a New Exhibit C -2, Typical Lot Layouts; and, deleting existing Exhibit G, Topographical Cross - Sections for Recre- ated Preserve Area, and approving a new Exhibit G. promised any person, firm or corpora o WE VALUE YOUR INPUT commission or refund for the purpose of publication in the said T1,ewspaper. Business and property owners, residents and visitors are welcome to attend the pre- ? I (� sentation and discuss the project with the owner and Collier County staff. If you are � � j �� unable to attend this meeting, but have questions or comments, they can be directed (Si naturelof affiant) by mail, phone, or e -mail to: Nancy Gundlach, AICP, RLA, Principal Planner R I tion Swgrn to and subsgiibed before me Th4' )??rd dnv of -Mav X013. (Signature of notary public) Growth Management Division — Planning & egu a - Planning & Zoning Department 2800 N. Horseshoe Drive, Naples, Florida 34104 Phone: (239) 252 -2484 nancygundlach@colliergov.net May 16 2013 No. 31226732 �r— '.._..iy r�rr, rJt'.�itl!^ 1''VI•.ISi�'iZe'. rwYCO��,vtisslor „= � ?i�iES: P.0ve ller 8, 201 e� a' Packet Page -3218 - D R HORTON INC 1245 SOUTH MILITARY TRAIL STE 100 DEERFIELDBEACH,FL 33442 -0000 AAS, ARNE H =& KARI SOLSTADLIA 16 HVALSTAD NORWAY, 1395 -0000 ANDERSON ET AL, WILLIAM G 30690 IVY GLEN CT BINGHAM FARMS,MI 48025- --4622 ANTONACCI, JOHN P =& SANDRA M 7875 BUCKS RUN DRIVE NAPLES,FL 34120 - -0000 BAILEY, PHILIP J =& MONICA A 101 RIVER MIST WAY BRIELLE,NJ 08730 -- -1472 BANSAL, NARENDRA K =& ROSALIND 1522 PUTTERS LN LIMA,OH 45805 -- -3876 BAXTER ET AL, ALAN JOHN MARION BROOKS HOUSE WARFORD HILL DRIVE ALDERLEY EDGE UK, SK9 7 -- -0000 BELLO, STEPHEN J ESTELLA F BELLO -12 IRONWOOD LN - MILLIS,MA 02054 -- -1307 i BENZA, RAYMOND P =& MARY ANNE 8342 DANBURY BLVD NAPLES,FL 34120 - -1633 BIRCH, EDWARD L JANICE M BROWN 1028 ESSEX CIR KALAMAZOO, M I 49008 -- -2349 0 °t8(D9 9� fUaAV pane alglledwoo ww I9 ,X Luul 9Z Irmo} ep al?anb1i3 091.53109 f.5o hzany y }ins aigl�Edwoo „gJ9. Z X „! azls 1age� 9/24/2013 17.B. ---- 3 N LEASING INC I ! 7- ELEVEN INC 2831 S 3RD ST j %TAX DEPT.'# 34888 TERRE HAUTE,IN 47802 - -3705 P 0 BOX 711 DALLAS,TX 75221- -0711 i I I AKKERMANTSERV, AKIM =& OXANA ALGER, WILLIAM H =& SHARON A 1 7762 BUCKS RUN DR I 8247 PARKSTONE PL APT 307 NAPLES,FL 34120- -0000 ' : NAPLES,FL 34120 -0634 I.� ANDERSON, KATHLEEN DIANE I ANDERSON, ROBERT A =& LILLIAN L 8253 PARKSTONE PL APT 104 8570 DANBURY BLVD APT 104 I NAPLES,FL 3410 -- -0644 I I NAPLES,FL 34120 -0606 ' ARIAS, JUAN A =& SADA EUFEMIA ARMSTRONG, L THOMAS =& JANICE S 7843 BUCKS RUN DR 6543 GRANTS WALK LANE NAPLES,FL 34120 -0000 DAYTON,OH 45459- -0000 I BAKER, DENNIS =& RUTH I ' I: BANELLI, DAVID A =& JOYCE E 2416 OVERLOOK DR I j 22466 E RIDGE TRAIL DR SHELBYVILLE,IN 46176- -9769 :I I' it I. 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' BLANCO, TEOFILO A =& MARIA L C BLOUIN, RENALD =& SYLVIA J STEPHANIE M BLANCO I 4327 SITTELE iMELANIE N BLANCO CAP - ROUGE, QC 8255 DANBURY BLVD APT 201 i CANADA, G1Y 2--0000 j NAPLES,FL 34120 -- -1677 BOHN JR, VINCENT A =& HELEN D 121 DARTMOUTH STREET i ROCKVILLE CENTRE,NY 11570 -0000 I.� SONFORTE JR, JOHN M =& KATIE L 208 SPARTA MT RD OAK RIDGE,NJ 07438 -9505 I ,l BORGIONE TR, JAMES V TERESA M BORGIONE TR J & T BORGIONE JOINT TRUST UTD 316/0637874 GLENGROVE DR FARMINGTON HILLS,MI 48331- -5947 I i BOYLAN, DICK PO BOX 262 FRISCO,CO 80443 - -0000 BRIENZI, MARK A =& KIMBERLY I j I 106 WATERFORD WAY FAIRPORT,NY 14450- -9606 BUCKS RUN RESERVE HOMEOWNERS' ASSOCIATION INC 11691 GATEWAY BLVD STE 203 FORTMYERS,FL 33913 -- -0000 II, I. 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HOMEOWNERS' ASSOCIATION INC 11691 GATEWAY BLVD STE 203 j FORTMYERS,FL 33913 -- -0000 ' I BUCKS RUN RESERVE i HOMEOWNERS' ASSOCIATION INC _':1591 GATEWAY BLVD STE 203 1 i FORTMYERS,FL 33913 -- -0000 'I BUCKS RUN RESERVE HOMEOWNERS' ASSOCIATION INC 11691 GATEWAY BLVD STE 203 FORTMYERS,FL 33913 -0000 i 1 I BURNETTTR, RICHARD ELLERLY R E BURNETT REV TRUST UTD 12/1/89 8245 DANBURY BLVD APT 204 NAPLES,FL 34120-1667 Packet Page -3220- label size 1" x25/8" compatible With Avery ' 5160 /3'(60 Etiauette de format 25 mm x67 mm compatible avec Aver j05160/81160 _ 09 M0919©fuoAV oane aigliedwoo ww L9 X uIw 9Z iew.lo; op aiienbi13 9/24/2013 17.B. 09 q /09 G9g AJaAb q;!m algpdwoo „8/9 Z x „L ozis lagel BURRI TRS, ERNESTA =& PILAR CAPPIELLO, JOAN CASEY, DANIEL R =& LINDA M BURR[- CURREYA TRUST AGRE 8346 DANBURY BLVD 22 CLARENDON ST 8253 PARKSTONE PL APT 303 1 NAPLES,FL 34120 - -0000 MELROSE,MA 02176- -5516 NAPLES,FL 34120 -0648 i CAZIN, JOCELYNE CCB III LLC I I CHACHERE, KATHERINE =& JASON 1 1499 CHEMIN DU LAC RENE i 11628 OLD BALLAS RD #200 9111 CHULA VISTA ST APT 11604 i QUEBEC, QC CREVE COEUR,MO 63141 -- -0354 NAPLES,FL 34113 - -3272 CANADA, JDR 1- - -0000 CHIRICOTTI TR, JOHN H ! ! CHYLINSKI, NICHOLAS PAUL ' I CIANCIO, FRANK =& KATHLEEN j AUDRAEL M CHIRICOTTI TR ! 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Nand crane algljedwoo ww ig x. ww 9Z lewim ap ananilr 3 9/24/2013 17.B. 09 Lg /09 Lg ®fIaAV tj!m alglj2dwoo ;,g /5 Z x „L azls bagel DOROTHY J BICKFORD REV TRUST I:l I DR HORTON INC DRAZBA TR, JOHN W 5511 DURRETT DRIVE 1245 SOUTH MILITARY TRAIL ITF JOHN W DRAZBA TR DUNWOODY,GA 30338 - -0000 : i SUITE 100 UTD 1213/92 DEERFIELD BEACH,FL 33442 -0000 i 1105 N PRINCETON AVE I i I ARLINGTON HTS,IL 60004 - --4541 I EATON, RICHARD L =& SHARON M , I ECKBURG, JEFFREY R =& KELLY A I I ' I CAROL ANN 5440 ARYSHIRE DR MYRON= & ESTHER HOFMEISTER RATCLIFFE HOUSE RATC DUBLIN,OH 43017- -9426 i l 1814 ROTHSCHILD LANE BARN ST ROCKFORD,IL 61107- -6103 ST MARY HOOKENT ENGLAND, ME3 8 - -0000 ENTRUST MIDWEST LLC I ENTRUST MIDWEST LLCTR ERICKSON, RICHARD 12800 INDUSTRIAL PARK BLVD #20 I .. IRAACCOUNT I 510 W SWEETBRIAR PL PLYMOUTH,MN 55441 -- -0000 i I 12800 INDUSTRIAL PRK BLVD #220 i I SIOUX FALLS,SD 57108- -2842 l PLYMOUTH,MN 55441 -3929 1 i I EVANS, JEFFREY =& ANN 7 EVANS, LORETTA = &JOHN R ! 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MUDARRI TR, JOSEPH G MULLANE, RICHARD P % THOMSON TAX & ACCOUNTING - JOSEPH G MUDAP,RI TRUST 6366 DANBURY BLVD 1735 MARKET ST STE A -400 I DATED 09/25/00 i NAPLES,FL 34120 -1633 PHILADELPHIA,PA 19103 -7501 25 BLUEBILL AVE A301 NAPLES,FL 34108 - -1748 i NAPLES ENERGY LLC NEIDORF, JEFFREY M =& LINDA B I NEIL ARENA TRUST 6790 SANDALWOOD LN 819 S RIVER RD DIANE BONIESKIE NAPLES,FL 34109 - -0510 i NAPERVILLEJL 60540- -6384 I 20726 ADAMS MILL PLACE i ASHBURN,VA 20147- -0000 ' I Packet Page -3227- label size 1' 2 5/8" compatible vMm every :"�'S1GO/2160 EiOloLua de format 5 mm X 6 7 mm camatiblc Avery c 51 6 3160 W�LSON, SUSAN LYNN 4 BUCKS RUN DRIVE ,PLES,FL 34120 -0000 NIEMINSKI TRS, GERALD J JEAN C NIEMINSKI TR NIEMINSKI LIV TRUST I8265 DANBURY BLVD APT 101 NAPLES,FL 34120- -1692 OSHEA,ANNETTE 120 ONDERDONK AVE MANHASSET,NY 11030- -2338 PALMER, THOMAS S =& JANE F 807 WARRENVILLE RD WHEATONJL 60189 - -6370 I PAVLUS, NEAL P =& DIANE E B239 PARKSTONE PL APT 205 NAPLES,FL 34120 - -0610 PERRY, ANTHONY M =& EMILY S 1104 TENNYSON CLOSE MOOSIC,PA 18507- -2210 PHILLIPS, JERRY =& PRISCILLA 8555 DANBURY BLVD #101 NAPLES,FL 34120 -- -0000 POOLE III, THOMAS WILLIAM 7869 BUCKS RUN DR NIAPLES,FL 34120 -- -0000 I PROHM,GRETCHENIRENE BENJAMIN D PROHM 1520 BIRDIE DR i NAPLES,FL 34120 - -0000 RAFTERY, PAUL F =& JANICE M 4 BAYBERRY LN BAR RINGTON, RI 02806 --4112 09f 9 /09t•9 ®,aaAV oane opledwoo ww Z9 x ww 9Z lew1ol ap 9i,49n413 0918 /09�Se) &IOAV Ljj!M algpdwoo ,.8 /q Z x „I, az?s bagel NELTNER, RICHARD W 55 ORCHARD HILL RD 1 i FORTTHOMAS,KY 41075 -1063 O'D0NNELL, JOHN =& LYNNE 8560 DANBURY BLVD APT 202 NAPLES,FL 34120 -0605 1. !i I O'SHEA, JEREMIAH =& ANNETTE 120 ONDERDONK AVE I • I MANHASSET,NY 11030 -2338 PANZA, ANTHONY 31 TURTLE POND RD SOUTHAMPTON,NY 11968--1639 I I I i I I PELLETIER, JEAN G =& PATRICIA E ' 8275 DANBURY BLVD APT 202 NAPLES,FL 34120 - -1691 li PESKE, RICHARD A =& MARY CAROL 1342 GREEN TRAILS DR NAPERVILLE,IL 60540 -7031 I i t I.I PICKARD, GEOFFREY L =& SURJEET 320 OENOKE RDG NEW CANAAN,CT 06840- --4113 PORTAR, VICTOR 7839 BUCKS RUN DRIVE NAPLES,,:!: 9/24/2013 17.B. i I NIEMIEC, MARY =& JEFFREY KENNELLY, EDWARD =& SUZETTE 9720 MASSASOIT AVE OAK LAWN,IL 60453 -3651 41 1 ' I I OLSON, DWIGHT A I KAREN E HARRIS B776 HIDEAWAY HARBOR COURT NAPLES,FL 34120 -- -0000 OVERBY, E CECIL =& DORISALINA 8575 DANBURY BLVD APT 101 NAPLES,FL 34120 -0602 PATEL, NIMESH =& KATHLEEN I 270 FARMCLIFF DRIVE GLASTONBURY,CT 06033 -0000 i �I PELTIER, JOSEPH R =& JOAN P 8326 DANBURY BLVD + NAPLES,FL 34120 - -1633 ' PHILLIPS, JERRY J ' PRISCILLA B PHILLIPS 6555 DANBURY BLVD #101 NAPLES,FL 34120 -- -0000 POIRIER, BERNARD A =& DERYL A 31 MOUNT HYGEIA RD A FOSTER,RI 02825- -1434 ,l I I I POWELL, MICHAEL G =& JOYCE M 8275 DANBURY BLVD APT 104 ! i NAPLES,FL 3412D- - -1691 PRUITT, WILLIAM R =& JOAN R QUATTROCCHI, JANIS A 105D4 E 106TH ST STEPHEN AQUA I II ROCCHI FISHERS,IN 46037 -6289 17 LAWNDALE RD STONEHAM,MA 02180- -0000 i I RANDO, ANTHONY =& CAMILI RATHMANN, JERRY =& CAREN 263 OAKWOOD DR 613 WHISPERING PINES AVENUE I FAIRFIELD,CT 06824 -4151 TIPP CITY,OH 45371- -0000 Packet Page -3228- label size 1° x 2 5/8" compatible ;vith Avery x'51601'8160 C.iin —fft do rnrmO 9,' mm Y R7 mm rnlnmatihla avar. 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RAUCH FAMILY JT TRUST I I REAGAN, RONALD REESE, BRIAN A =& AMY K 8570 DANBURY BLVD APT 102 7874 BUCKS RUN i 1 3109 HENRICH FARM LANE NAPLES,FL 34120 -- -0000 ALLISON PARK,PA 15101 -- -0000 tJAPLES,FL 34120 -0606 I i REFERENCE ONLY REFERENCE ONLY REFERENCE ONLY WATERFORD AT VANDERBILT I I WATERFORD AT VANDERBILT I WEDGEWOOD AT VANDERBILT CONDOMINIUM NO.2 A CONDOMINIUM l i CONDOMINIUM NO.3 A CONDOMINIUM j CONDOMINIUM NO.1 A CONDOMINIUM -- -0000 I i -- -0000 -- -0000 / I REILLY, DANIEL J =& EILEEN O I REITZ, DAVID A =& CINDY K j RENZETTI TR, JOSEPH L I i 656 SILVER LAKE ° JOSEPH RENZETTI REV TRUST 35 TRAVIS DR FRAMINGHAM,MA 01702 - -6149 i EVANSVILLE,IN 47712 - -0000 9111 RIDGE LN I• I I.� VIENNA,VA 22182 -2140 ROBERTO, JOHN M =& HELEN M ROBICHAUD, VALMONT I I ROHR TR, GORDON W =& SUSAN C RENALD BLOUIN j ROHR,THE JOINT REV TR 11193/ 9 WILLARD LN 1 GUY OLIVIER I 1404 N BRIDGEPORT DR LYNNFIELD,MA 01 94 0 -1 735 1423 JAMES- BOWENSQUEBEC, QC MOUNT PROSPECT,IL 60056 -1002 r I CANADA, G1Y 2- - -000D l i ROMINES TR, SUE R l I RUNDORFF, WILLIAM J=& ANN R ; RYAN JR, EUGENE W =& KATHERINE ROBERT B ROMINES TR 693 WEST PLEASANT COLONY DR SW PO BOX 280 8245 DANBURY BLVD APT 102 AIKEN,SC 29803 -- -0000 DELMAR,NY 12054 -- -0280 NAPLES,FL 34120 -1667 j 1 ;I SAGER, RICHARD G =& MARY JEAN SANDARAM FMLY HOLDINGS LLC I I SAUNDERS, JUDY 8241 PARKSTONE PL APT 203 i 3904 ALEXIS BLVD 64 TRACY LN NAPLES,FL 34120- -0615 i _ ; CEDAR FALLS,IA 50613 -0000 I BREWSTER,MA 02631 -- -2468 I' SCANLAN JR, EDWARD 6 =& LINDA K I SCANLAN JR, EDWARD B =& LINDA K SCHAAF, DAVID M =& ROSEANN C 14 APPLETON DR I i 14 APPLETON DR 822 HIDDEN FOREST DR HAMILTON,NJ 08610 -- -2502 HAMILTON,NJ 06610 --- 25 02 i , COLLEGEVILLE,PA 19426 - -1243 SCHNETZER- LAMONGE, KAREN M j SCOLLIN, JOHN T =& MARY LOUIS i SCOTTY B PATRICK REV TRUST 7816 BUCKS RUN DR 1437 OLYMPIA DR 6575 DANBURY BLVD APT 204 NAPLES,FL 34119 -- -0000 ROCHESTER HILL�;C' li.::iSjJ O= SIT— ?' " '2 �l r., !j ! NAPLES,FL 34120 - -0602 SEBELA JAN ( SEELEY, PAUL =& DIANE SENSALE, JAMES J =& ALICE E 7831 BUCKS RUN DRIVE 15431 24TH AVE 8318 DANBURY BLVD NAPLES,FL 34120 -- -0000 I, WHITESTONE,NY 11357 -3726 I NAPLES,FL 34120- -1633 I SERNYAK, RICHARD S ,I I I1j I SERULNECK, LESTER =& JUDITH SHAEFFER, ANNE M PATRICIA M SERNYAK I 14 ROWENA LN, ' j JOSEPH P WAHL 6565 DANBURY BLVD APT 201 EAST NORTHPORT,NY 1'1731- -2613 5205 EWING AVE S ! ' MINNEAPOLIS,MN 55410 -- -2010 NAPLES,FL 34120 -0603 I�. Packet Page -3229- label size 1' 2 5/8" ComPaiible With A.vety 05160/8160 ,1 ! Ftimjptta ria ?nrmat iii mm " 67 mm comoatible avec Avery 5160/8160 I 091-9/091,95 AJOAV 09AB elgpdwoo ww L9 x ww 9Z 1PI111 . ep 2119nbli3 09 �2 /091-go fjaAV Lg!m algljedwoo „ 3/q Z x „l. azis lags{ 9/24/2013 17.B. / �QRK INTERNATIONAL LTD I I ; i SHIELDS, JOHN E =& DENISE B SIMPSON, MARILYN VALENCIA I I BUCKS RUN DR & FREDERICK ST NORTH I 8253 PARKSTONE PL APT 301 7804 I : i NAPLES,FL 34120 -0646 ( I NAPLES,FL 34120 - -000 0 nHSSAU BAHAMAS, -- -0000 I ' I . I SKILL, CAROL =& DAVID H SLEATH, DENNIS WILLIAM SIMPSON, ROBERT J CHRISTI M SKILL MARILYN ANNE SLEATH 1333 RYMAL RD E I 44 SHAW FARM RD OAKFIELD HOUSE HAMILTON, ON . I CANTON,MA 02021 -3440 2 TURNERS FARM CLOSENORTHANTS CANADA, LBW 3- -0000 1 I ENGLAND, NN6 9 —D000 i I SMITH, LEIGH M =& MARY E FOSTER 1 SMITH, PETER EDWARD =& SUSAN SMITH, RONALD R =& DONNA J 8247 PARKSTONE PL APT 3D4 53 PANT -Y -DWR 275 N STATE ROUTE 130 ARCOLA,IL. 61910- -3538 I NAPLES,FL 34120- -0634 THREE CROSSES , SWANSEAWEST GLAMORGAN UK, SA4 3 - -0000 : I � SNYDER, MARY FLORENCE SONNENBERG, EARL--& DAWN C I I,I I I STANFIELD, WALTER =& LENORA JEFFREY ALLAN SNYDER 1281 BRINDLESTONE DR 30235 OAICVIEW WAY BINGHAM FARMS,MI 48025 -4627 7766 BUCKS RUN DR I, VANDALIA,OH 45377 - -3155 NAPLES,FL 34120 -- -0000 STEPHENS TR, MARY RUSH I STEVENSON 7R ROBERT C , ' ! STIENER, NANCY L 8267 PARKSTONE PL #104 TAD 12 -5 -97 TAD 7 -28 -98 ITF R C STEVENSON TRUST I i NAPLES,FL 34120 -0000 ITF M R STEPHENS TRUST j 55 DANBURY BLVD APT 104 8565 DANBURY BLVD APT 104 �PLES,FL 34120 - -1677 NAPLES,FL 34120 - -0603 SWAILES, ALAN C =& ZELMA J I TASHENBERG, FREDERICK C TAYLOR, RANDY R =& SUSAN L ALISON K TASHENBERG 3017 KINGSRIDGE MANOR DR 8241 PARKSTONE PL APT 107 P ,i 8241 P I SAINT LOUIS,MO 63129 -- -3060 '• NAPLES,FL. 34120 ---0613 1660 RIVER RD I MAUMEE,OH 43537 - -0000 I:I I TERAIKIAN, GREGORY H I , I THN, JEFFREY I I THOMSON, CRAIG E I I ROBERTA A MOLTZEN I DEBRA A TERAIKIAN CHARLOTTE A THOMPSON : I 9300 ENFIELD DR 4258 QUAKER HILL DR 8259 PARKSTONE PL APT 107 I JOHNSTON,IA 50131 -- -2894 FORT GRATIOT,MI 48059 -- -4040 NAPLES,FL 34120 -- -0652 i : I TIMMERMAN TR, GEORGANNE G i TINKLENBER, GARY L =& KAREN J I TOPEL, FRANK W =& SHEILA A JAMES P TIMMERMAN TR 3539 OAK MEADOW LN ' I 49331 9560 - I 1105 BUTTONWOOD DR WESTMONT,IL 60559 - 2869' 8259 PARKSTONE PL #307 l LOWELL,M - - I I NAPLES,FL 34120 - -0653 i I ' I U S BANK N A TR VANDERBILT CMMTY ASSOC INC i TEMBLAY, SYLVAIN P I C/O JOHNSON & FREEDMAN LLC 8250 DANBURY BLVD JOHANNE LEBLOND 400 NORTHRIDGE RD #1100 I NAPLES,FL 34120 - -1531 125 DES VIRELAIS I QUEBEC, QC M/S 27 j CANADA, G1C 6 - -0000 �1 . I SANDY SPRINGS,GA 30350 - -0000 VANDERBILT CMMTY ASSOC INC VANDERBILT CMMTY ASSOC INC I VANDERBILT CMMTY ASSOC INC 8250 DANBURY BLVD I 8250 DANBURY BLVD I 8250 DANBURY BLVD ' NAPLES,FL 34120 -1631 NAPLES,FL 34120-16-J1 NAPLES,FL 34120 -- -1631 Packet Page -3230- ! label size i" x, 2 5 /8' compatible L1 +ith klerj 55160/8160 ` 09)_8/09 �1 tianV pane ag1edwoo ww i9 Y ww 9Z iewiol ap 2laanblr; 09 t9 /09 �qo f-9AV gji.m alggdwoo ;,2/9 Z X J azls lapel 9/24/2013 17.B. VANDERBILT CMMTY ASSOC ING I ' I VCC GOLF LLC t VEZINA, GERALD J =& KATHLEEN A 8250 DANBURY BLVD 17895 CLIFFSIDE DR 8255 DANBURY BLVD APT 103 I NAPLES,FL 34120 -- -1631 I STRONGSVILLE,OH 44136 -4231 j NAPLES,FL 34120- -1677 11 LLC VOILA 11 LLC VOILA ii LLC I.IVO1LA 404 CITATION PT 404 CITATION PT 404 CITATION PT NAPLES,FL 34104 - -3535 i NAPLES,FL 34104- -3535 NAPLES,FL 34104 - -3535 UTD 10/18102 NAPLES,FL 34120= -0000 I j SEPTEMBER C WITTERS W F & E BERKLICH REV TRUST I j WALICKI TR, ROBERT J I � ; WALKER, NICHOLAS J =& WANDA L I EST 6TH ST 1305 ST 1 1305 E A 1 JEANETTE L WALICKI TR I 8555 DANBURY BLVD APT 205 55746 -- -1331 8245 DANBURY BLVD APT 103 NAPLES, FL 34120 - -0604 WYSS, BRIAN ALLEN =& AMITY ANN NAPLES,FL 34120- -1667 i 7808 BUCKS RUN DR WALKER, TERRILYNNE K I j WALSH, MICHAEL J =& BEVERLY WALKER, PAULA 6458 GLENEAGLE WAY l 1 JERMYN DR WILLIAM J RAY NAPLES,FL 34120 -0000 : I CLARKS SUMMIT,PA 18411- -1034 7795 BUCKS RUN DR NAPLES,FL 34120 -- -0000 WARCHOL JR, HENRY J =& SALLY C I j . I WARNER, STEPHEN D =& NANCY P j WEINGARTNER JR, ROBERT F j 952 HELDERBERG TRL 8338 DANBURY BLVD KATHLEEN M WEINGARTNER EAST BERNE,NY 12059 -2116 ! NAPLES,FL 34120 -1633 146 CLARE DR CASTLE PINES,CO 80108 -8876 I WELLEKENS, JOHN S =& DIANE I WENGER, WILLIAM =& DANA � WHALEN, NEIL =& MARTHA J 8362 DANBURY BLVD PO BOX 163 8265 DANBURY BLVD APT 203 NAPLES,FL 34120 -1633 i MULLETT LAKE,MI 49761 -0163 I �I NAPLES,FL 34120 - -1692 I WHITAKER, CLARE WIGHTMAN, RICHARD ROY WILLARD, MICHAEL =& ANNE MARIE I 85 CORDOVA ST HEATHER RENEE WIGHTMAN 5 SPRING LAKE DRIVE WINNIPEG, MB 7838 BUCKS RUN I FARR HILLS,NJ 07931 - -0000 j CANADA, R3N 0- - -0000 NAPLES,FL 34120 - -0000 WILLIAMS TR, ROBERT M .1 WILSON, KATHLEEN FAYE I WITTERS, MARY H ROBERT M WILLIAMS 2002 TRUST ! 7827 BUCKS RUN DR WILLIAM STANLEY WITTERS JR UTD 10/18102 NAPLES,FL 34120= -0000 I j SEPTEMBER C WITTERS ' 6275 DANBURY BLVD APT 102 6294 DANBURY BLVD I NAPLES,FL 34120- -1691 NAPLES,FL 34120- -1662 N J WYSS, BRIAN ALLEN =& AMITY ANN YOUNG, LLOYD D =& BARBARA C I ZIMMER, WILLIAM A =& NORA ANN 7808 BUCKS RUN DR 8406 CREEK DR 8306 DANBURY BLVD i NAPLES,FL 34120 - -0000 I ANNANDALE,VA 22003 - -0000 I' NAPLES,FL 34120- -1633 I 1 East Naples Civic Assoc., Inc. 1 4781 Inverness Drive Naples, FL 34112 Packet Page -3231- �z lab °I Size 9" x 2 5/8" compatible with iweiy X5100/3160 � 34� =_)4�`� is E,�..,,,.r+o.,;�,�r,r,t ,K mm •: F7 mm rrnnnaiihi6 aver AveN 0160/8160 Dim AOLE MONTES ERS PLANNERS -SURVEYORS J 9/24/2013 17.B. TUSCANY POINTS NEIGHBORHOOD INFORMATION MEETING MAY 23,2013 NAME ADDRESS TEL. NO. 13 ell (Ct, IV el v v 6 V_ gq7 3�k 22Y -9 3LN I- It �Y' i'a Su�� _ �,� (gsz Go `7sm _ D�Lk I 9-f t2 R-2 50 SE�Sn So HA2004\2004112\WP\PUDA\NIM\N1M Sign-In Sheet.doc Packet Page -3232- 2- 3 HA2004\2004112\WP\PUDA\NIM\N1M Sign-In Sheet.doc Packet Page -3232- mw%mm HOLE ti>rEONTES ENGINEERS • PLANNERS • SURVEYORS 1 LISCANY POINTS NEIGHBORHOOD INFORMATION MEETING MAY 23, 2013 9/24/2013 17.B. NAME ADDRESS TEL. NO. 0 T-3 Q -' H :\2004\2004112\ \uP\PUDA \NIM \NIM Sign -In Sh"t.doc Packet Page -3233- 9/24/2013 17.B. 1H]" '-'�kOLE MONT ES !EERS PLANNERS SURVEYORS Tuscany Pointe PUDA -PL- 2013 -141 Summary for Neighborhood Information Meeting Date: Thursday, May 23, 2013 Time: 5:30p.m Location: St. Agnes Catholic Church, Seminar Room 7775 Vanderbilt Beach Road, Naples, FL 34120 •■ rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr� Agent: Robert J. Mulhere, FAICP, of Hole Montes, Inc. Applicant: Lynx Zuckerman at Naples, LLC, Request: To amend the Boxwood Residential Planned Unit Development (RPUD), consisting of 30t acres and located east of Collier Boulevard (CR 951) and north of Vanderbilt Beach Road in Section 35, Township 48 South, Range 26 East, Collier County, Florida, to: • Change the name from Boxwood RPUD to Tuscany Pointe RPUD; • Reduce the maximum allowable number of dwelling units from 207 to 120; • Eliminate the affordable housing component and its affordable housing density bonus thereto and delete /terminate the density bonus agreement; • Approve a new Master Plan; and, • Revise Developer Commitments and amend various exhibits to reflect new development plan. Packet Page -3234- =846 V�1A.f AO r' SITE ,a •. LOCATION , VAbOEMLT WACH ROAD .,. 951 _I La ' Pre 12 ' ROAD 9 K G.c *t G w GATE PARK WAY . e VICINITY MAP Packet Page -3234- 9/24/2013 17. B. Summary of Neighborhood Information Meeting for Tuscany Pointe (FKA Boxwood PUD) PUDA Petition: PUDA- PL20130000141 Date: Thursday May 23, 2013 Time: Commenced at 5:30 PM. Concluded at 6:25 PM Location: St Agnes Roman Catholic Church, 7775 Vanderbilt Beach Rd, Naples, FL Attendance: The meeting was conducted by Bob Mulhere, FAICP, of Hole Montes, on Behalf of the applicant Zuckerman Homes, Inc. Andy Zuckerman, Steve Zuckerman and Ryan Zuckerman were in attendance as well. Nancy Gundlach, AICP, RLA, was in attendance from Collier County staff. 35 members of the public attended representing both Vanderbilt Country Club PUD (north and east of the subject PUD) and Bucks Run PUD (south of the subject PUD). Summary: Mr. Mulhere summarized the PUD Amendment process, with particular emphasis on possible hearing dates for this petition, followed by a summary of the project utilizing an aerial photo with the proposed master plan overlaid on the aerial. Mr. Mulhere listed the major proposed elements of the PUD amendment, including: . • Reducing density from 207 to 120 units; • Eliminating the affordable housing density bonus and affordable housing agreement; • Revisions to the proposed master plan, including development standards, Iandscape buffer widths, planting and wall commitments, setbacks, and potential off -site mitigation for native preservation. A brief presentation was made by Mr. Andy Zuckerman, providing a history of Zuckerman Homes and a sununary of their experience, and listing of projects of a similar nature. Questions were then taken from the audience with responses from either Mr. Mulhere or Mr. Zuckerman. After all audience questions were taken, the meeting concluded. There were no statements of opposition to the project. Several attendees made statements of support for the proj ect. Prepared by Robert J. Mulhere, FAICP on May 29, 2013 H:12004\20041I2 \WP \PUDA \NIM \NIM Summary 05-- Packet Page -3235- 9/24/2013 17. B. SIGN POSTING INSTRUCTIONS (Section 10.03.00, COLLIER COUNTY LAND DEVELOPMENT CODE (LDC) A zoning sign(s) must be posted by the petitioner or the petitioner's agent on the parcel for a minimum of fifteen (15) calendar days in advance of the first public hearing and said sign(s) must be maintained by the petitioner or the petitioner's agent through the Board of County Commissioners Hearing. Below are general guidelines for signs, however these guidelines should not be construed to supercede any requirement of the LDC. For specific sign requirements, please refer to Section 10.03.00 of the LDC. 1. The sign(s) must be erected in full view of the public, not more than five (5) feet from the nearest street right -of -way or easement. 2. The sign(s) must be securely affixed by nails, staples, or other means to a wood frame or to a wood panel and then fastened securely to a post, or other structure. The sign may not be affixed to a tree or other foliage. 3. The petitioner or the petitioner's agent must maintain the sign(s) in place, and readable condition until the requested action has been heard and a final decision rendered. If the sign(s) is destroyed, lost, or rendered unreadable, the petitioner or the petitioner's agent must replace the sign(s NOTE: AFTER THE SIGN HAS BEEN POSTED, THIS AFFIDAVIT OF POSTING NOTICE SHOULD BE RETURNED NO LATER THAN TEN (10) WORKING DAYS BEFORE THE FIRST HEARING DATE TO THE ASSIGNED PLANNER. AFFIDAVIT OF POSTING NOTICE STATE OF FLORIDA COUNTY OF COLLIER BEFORE THE UNDERSIGNED AUTHORITY, PERSONALLY APPEARED ROBERT J. MULHERE, FAICP WHO ON OATH SAYS THAT HE/SHE HAS POSTED PROPER NOTICE AS REQUIRED BY SECTION 10.03.00 OF THE COLLIER COUNTY LAND DEVELOPMENT CODE ON THE PARCEL COVERED IN PETITION NUMBER PUDA -PL- 2013 -0141 SIGNATURE OF APPLICANT OR AGENT ROBERT J. MULHERE, FAICP NAME (TYPED OR PRINTED) #1 STATE OF FLORIDA COUNTY OF COLLIER HOLE MONTES, INC. STREET OR P.O. BOX 950 ENCORE WAY, NAPLES, FL 34110 CITY, STATE ZIP The foregoing instrument was sworn to and subscribed before me this 3RD day of JULY , 20013 , by ROBERT J. MULHERE , personally known to me or who produced as identification and who did/did not take an oath. rt ... -i Ai Signa ure of Notary Public "• STEPHANIE KAROL SIX COMMISSION # EE 163504 EXPIRES: Marc h9,2018 Stephanie Karol '%%Pftto BondeiThruNotyyPubticlJndgnrtikrs Printed Name of Notary Public �\ My Commission Expires: (Stamp with serial number) F: \Website\AFFIDAVIT AND SIGN POSTING INSTRUCTIONS 5- 2- 05.doc Packet Page -3236- . ;i. Packet Page -3237- 9/24/2013 17.B. n TUSCANY POIN E Collier County, Florida MARCH 2013 Prepared By: Collier Environmental Consultants, Inc. 3880 Estey Avenue Naples, Florida 34104 (239) 263 - 2687 Packet Page -3238- 9/24/2013 17.B. 9/24/2013 17. B. I Introduction / Purpose This report is an account of a Listed Species Surrey, recently performed on a 30 acre tract. Tlie parcel is knovvn as Boxwood (Tuscany Point) located in Collier County, Florida. Its purpose is to identify and describe key habitats and report any listed species using the site that would be at risk due to possible future development actions on the site. This survey and report are based on fieldwork performed during March 2013. Enviroiunental Services Inc. conducted a prior study on January 2005. II Site Description The site consists of approximately 30 acres and is located approximately Yz of a mile north of Vanderbilt Reach Road and east of Collier BIvd. (CR951) in Section 35 Township 48 South Range 26 East in Collier County, Florida. Collier Blvd. (CR951) borders the parcel along the western property line, vacant property to the north and a single family subdivision to the east and south. This subdivision along the southern boundary is known as Bucks Run. See Exhibit 9 I - Location Map The subject parcel itself was previously a nursery and was entirely cleared of native ve- etation. The vegetation on site primarily consists of secondary herbaceous. growth. In addition to secondary herbaceous growth some remnant nursery stock are still present on site. The subject parcel lacks good functional habitat. In addition, the parcel is surrounded by development. In total the site consists of approximately 30 acres. The following is how the acreage fiaures breakdown. FLUCCS CODE 30 acres Disturbed Upland 740 See Exhibit 92 - FLUCCS Map III Listed Species Survey The required survey for a Listed Species Survey calls for a survey covering 100 % of the site, at prescribed transect distances per site acreage. Such a survey was conducted in March 2013. Established transects were oriented north - south and east - west and r*N Packet Page -3239- 9/24/2013 17. B. superimposed on an aerial map of the site. These transects were ground - located and walked by compass bearing. Early morning (0730 -1000 ), mid -day (1100 - 1500) and late -day (1500 - 1800) time periods were chosen to survey these transects. This survey was conducted daily for approximately 20 hours. All possible species of plants and animals listed by state and federal agencies were noted. IV Results & Discussions Listed Flora A list of all plants encountered. has been included. A fe «r different Tilland-Via spp. were found. None are considered rare. They are listed by the state of Florida primarily due to their commercial value Refer to Exhibit # 3 - Cumulative Plant List Listed Fauna A list of all vertebrates encountered has been included. None would be considered threatened or rare. Refer to Exhibit # 4 - Wildlife Species Observed Kev Species Discussion: Gopher Tortoise This site does offer some suitable habitat (open and cleared) for Gopher tortoise. Specific attention vvas given to looking at any spoil material encountered. However, no signs or burrows were identified on the subject parcel. Rig Cypress Fox Squirrels Big Cypress Fox Squirrels are known to use similar habitat as that found on the neighboring property to the north. (Offsite) Observations were keyed to searching for signs or calls of these animals, such as leaf nests in canopy trees or the distinctive chatterine of territorial squirrels. No individuals were observed during; this study. Florida Black Bear No individuals were obseii ed during this survey even though Black bears are known to inhabit the general area. Special attention -vvas given for signs such as scraps, tracks and scat. This mammal also has a large home range and is known to inhabit Golden Gate Estates and the surrounding areas. Packet Page -3240- 9/24/2013 17.B. Conclusions Our survey found no listed vertebrate species on this site. In fact, veiy little wildlife was noted during the survey conducted over several days. Transects were walked on straight M. compass bearings along a and spaced at approximately 40 yards apart for the entire parcel. The site was historically used as a nursery. The parcel was entirely cleared and had several structures including a single family home. Since the parcel was cleared it has little to no native habitat and /or vegetation. The parcel does have some scattered Slash pines and cabbage palms dotting the property. There is some remnant landscape stock scattered. throughout the parcel. However. the site is primarily vegetated with pioneer and secondary growth grasses. The site does not have enough recognizable character to support any foraging and /or utilization by large mammals. This is also compounded by the impact that surrounding development has on natural aniinal movement. Any wildlife utilization of the site is limited to small common mammals and birds. Several species of songbirds were seen passing through the transect areas during this survey. During this sun7ey no listed vertebrate species were observed and/or identified. Our survey found a few Tillandsia's on site A prior study conducted by another firm dated 2005 found no listed species on site. Threatened, Endangered and Species of Special Concern Sr ecies Present Absent Black bear x Florida panther x Everglades mink x Big Cypress Fox squirrel x Indigo snake x American alligator Gopher tortoise x Gopher Frog x Southeastern American kestrel x Red - Cockaded woodpecker x Florida Scrub Jav_ x Wood stork x Snail kite x Packet Page -3241- Bald eagle x Limpldn x Osprey x White ibis x Tricolored heron x Snowy egret a Reddish egret x Little blue heron x Packet Page -3242- 9/24/2013 17.B. 9/24/2013 17.B. ITEM # I Packet Page -3243- ' 1 2 I I' 3- 9/24/2013 17.B. 1 W77' Packet Page -3244- !Z4 W77' Packet Page -3244- FLUCCS CODE AND VEGETATION INVENTORY FLUCCS CODE (Description) Common Name 740 Disturbed Scientific Name Indicator Status 9/24/2013 17.B. This parcel has almost been entirely cleared of all native vegetation. The parcel was previously used as a nursery. The property also has a single family residence and evidence of other structures present. The vegetation primarily consists of herbaceous grasses with an occasional scattered tree. There is also the occasional remnant landscape nursery (exotic) tree. The following are plant species identified on site with no one species dominating. Common Name Scientific Name Indictor Status Dominance/Stratum Slash pine Pinus elliotti FACW Cp,O Cabbage palm Sabal palmetto FAC M.O palmetto Serorza repens FACU G.O Brazilian pepper Schinus terebinthi folius Exotic M,C Guineagrass Paniczrzn maximum FAC- G,O Cypress Taxodium spp. OBL M,O Wax myrtle j1dyrcia cerifera FAC+ M,O Morning glory Lponzoea indica FAC G.O Castor bean Ricinzzs communis Exotic MC Buckthorn Bumelia reclinata FAC M.O Bahia grass Paspalum notatum UPL G,C Lantana Lantana canzara FACU G,O White top sedge Diclwomena colorata OBL G,C Sandspur Cenchrus echin atus FAC G,C Beggers ticks Bidens alba FACW G.O salt bush Baccharis gloinerulifolia FAC M,O Laurel oak Ouercus latarifolia FACW Cp,O Chocolate -,veed Melochia corchorifolia FAC G.O Ear leaf acacia Acacia auriculifornzis Exotic C.O Canary Date palm Phoeniix canariensis Exotic M,O Caesar weed Urezza lobata FACU G,O Foxtail Setaria geniculata FAC G,O Tabebuia Tabebuia carai.ba Exotic M,O ,viregrass Aristida stricta FAC- G,O yellow -eyed grass Xyris difformis OBL G,O Marsh Pink Sabatia grandiflora FACW G,O Broom sedge Andropogon virginicus FAC- G,C Whitehead broom Spernzacoce iYerticillata FAC G.O flat sedge Cyperus ligularis FACW G,O ITEM # 3 Packet Page -3245- 9/24/2013 17.B. Dog fennel Eupatoriwn capillifoliuzn FACW G,O pineland heliotrope Heliotropium polvphyllum FAC G,O Grape vine TWis rotundifolia FAC G,O Virginia creeper Ampelopsis quinquefolia FAC G.O Cat -briar Snzilaa; spp. FAC G;C Wild Pines Stiff - leaved Tillandsla faviculata FDA/C Recurved T. balbisiana FDA/T wired- leaved 7. setacea FDA/T Spanish moss T. usneoides ABREVIATIONS — Canopy (Cp), Midstory (M), Ground Cover (G) Dominant (D), Common (C), Occasional (0) INDICA'T'OR STATUS - Obligate (ORL), Facultative wet plants (FACW), Facultative plants (FAC), Upland (UPL) Packet Page -3246- 9/24/2013 17.B. WILDLIFE SPECIES OBSERVED Common Name Species Status Birds Dove - mourning Zenaida macroura Bluejay Cvanocitta cristata Grav catbird Dumetella carolinensis Noi them mockin-abird Mimus 1201VQlottos Robin Turdus miaratorius Cardinal Riclmiondena cardinalis Killdeer Charadrius vociferus Packet Page -3247- 9/24/2013 17.B. View Of Subject Parcel Looking South West From North East End Rl�� Clump of Slash Pines On Subject Parcel Packet Page -3248- 9/24/2013 17.B. Single Family Home On Subject Parcel .Mw Clump of Castor Bean Packet Page -3249- AO—N, FLU CCS Packet Page -3250- 9/24/2013 17.B. FLUCCS CODE AND VEGETATION INVENTORY FLUCCS CODE (Description) Common Name 740 Disturbed Scientific Name Indicator Status 9/24/2013 17.B. This parcel has almost been entirely cleared of all native vegetation. The parcel was previously used as a nursery. The property also has a single family residence and evidence of other strictures present. The vegetation primarily consists of herbaceous grasses with an occasional scattered tree. There is also the occasional remnant landscape nursery (exotic) tree. The following are plant species identified on site with no one species dominating. Common Name Scientific Name Indictor Status Dominance /Stratum Slash pine Pirrus elliotti FACW Cp,O Cabbage palm Sabal palmetto FAC M,O palmetto Ser•ona repens FACU G,O Brazilian pepper Schinus terebinthifolius Exotic M,C Guineagrass Panicum maximum FAC- G,O Cypress Ta odium spp. OBL M,O Wax myrtle Adyrcia ceri fera FAC+ M,O Morning glory Ipomoea indica FAC G.0 Castor bean RICir11lS c0171lrrirrlis Exotic M,C Buckthorn Bumelia reclinata FAC M,O Bahia grass Paspolunz notatinrr UAL G,C Lantana Lantana canzara G,O White top sedge Dichr•ornena color•ata BL OBL O G,C Sandspur Cenelrl•uS echinatus FAC G,C Be-ggers ticks Bidens alba FACW G.0 salt bush Baccharis glvnzerzrlifolia FAC M,O Laurel oak Ouer•cus laurifvlia FACW Cp,O Chocolate weed Ifelochia corchorifolia FAC G,O Ear leaf acacia Acacia auriculifornzis Exotic C.0 Canary Date palm Piweniix canariensis Exotic M,O Caesar weed Urena lobata FACU G,O Foxtail Setaria geni.culato FAC G,O Tabebuia Tabebuia caraiba Exotic M,O wiregrass ,4ri.stida str•icta FAC- G,O yellovv -eyed grass Kin•is diffvrrrxis OBL G,O Marsh Sabatia •and {flora FACW G,O .Pink Broom sedge Andropogon virginicus° FAC- G.0 N &'hitehead. broom Sperrnacoce verticillata FAC G,O flat sedge C }perus ligular•is FACW G,O Packet Page -3251- 9/24/2013 17.B. Dog fennel Eupatorium capillifolium FACW G,O pineland heliotrope Heliotropium polyphy1him FAC G.O Grape vine Pitis rotundifolia FAC G.O Virginia creeper Am elopsis quinquefolia FAC G.O Cat -briar Smilax spp. FAC G,C Wild Pines Stiff - leaved Tillandsiafasiculata FDA/C Recui ved T. balbisiana FDA/T wired - leaved T. setacea FDA /T Spanish moss T usneoides ABREN IATIONS — Canopy (Cp), MidstoryT (M), Ground Cover (G) Dominant (D), Common (C), Occasional (0) 11\ STATUS - Obligate (OBL), Facultative wet plants (FACW), Facultative plants (FAC), Upland (UPL) Packet Page -3252- - 9/24/201317.6.' Packet Page -3253- ex" Ai ".SWA! wa4lYi` i : ' Mai ..l .Tai .';i •4 �W 7 ... `. IL J LL Packet Page -3253- 7 ... `. IL J LL Packet Page -3253- 9/24/2013 17. B. 99 [ . . l January 2005 (Revised July 2006) For Home Dynamics, Corp. 4788 West Commercial Blvd. Tamarac, FL 33319 . ENVIRONMENTAL SERVICES, INC. 1410 Park Lane South, Suite 1 Jupiter, Florida 334580 561 - 743 -5141 EP04141 Packet Page -3254- TABLE OF CONTENTS I. INTRODUCTION ...................... ............................... H. METHODS ................................. ............................... III. RESULTS ................................... ............................... A S '1 9/24/2013 17.B. ................. ..............................1 ................. ..............................1 ................ ............................... 3 U r s ....................................................................................... ..............................3 B. Vegetative Communities ....................................................... ..............................5 C. Listed Species ....................................................................... ..............................5 D. Wetlands ............................................................................... ..............................7 E. Soils and Ground Water Testing .......................................... ..............................7 F. Cultural Resources ................................................................ ..............................7 IV. RECOMMENDATIONS .................................................................. ..............................8 A. Vegetative Communities ....................................................... ..............................8 B. Listed Species ....................................................................... ..............................8 C. Wetlands ............................................................................. .............................12 D. Soil and Ground Water Testing ........................................... .............................12 REFERENCES............................................................................................ .............................13 LIST OF FIGURES Figure 1 ... ............................... Site Location Map ......................... ............................... .....2 Figure2 Soil Map ................................................................................ ..............................4 Attaclunent 3 Figure 3 Vegetative Communities Map .............................................. ..............................6 Photographs Figure4 1993 Aerial ............................................................................ ..............................9 Attachment 6 Figure5 1996 Aerial ........................................................................... .............................10 Figure6 2002 Aerial ........................................................................... .............................11 LIST OF ATTACHMENTS Attachment 1 Professional Credentials Attachment 2 Agency Correspondence Attaclunent 3 Phase II Enviromnental Site Assessment Attachment 4 Photographs Attaclunent 5 Water Management Report Attachment 6 Preserve Area Cross Section Packet Page -3255- 9/24/2013 17. B. ENVIRONMENTAL IMPACT STATEMENT COLLIER BOULEVARD PARCEL COLLIER COUNTY, )FLORIDA I. INTRODUCTION Environmental Services, Inc., (ESI) conducted an environmental assessment of the 30 -acre parcel on 17 September 2004 (See Attachment 1 for Professional Credentials). The parcel is comprised of low density residential and tree nurseries, and is located in Section 35, Township 48 South, Range 26 East, Collier County, Florida (Figure 1). The parcel is bound on the north by residential apartment buildings and undeveloped land, on the south by undeveloped land, on the east by residential apartment buildings, and on the west by Collier Boulevard. II. METHODS Prior to the site visit, the U.S. Geological Survey 7.5- minute Topographic Map, Belle Meade Quadrangle (Photorevised 1983) and the Soil Survey of Collier County Area, Florida, (U.S. Department of Agriculture 1998) were reviewed to determine topographic features and site soil mapping units. The 2002 Collier County 1" = 200' scale aerial photograph of the parcel were obtained and reviewed to determine locations of potential environmental features. A pedestrian survey of the parcel was conducted to map approximate locations and boundaries of significant environmental resources, vegetative communities, exotic vegetation, wetland areas, surface waters, presence of listed plant or animal species, and vegetative communities which would require protection or identification under local rules and regulations. The Guide to the Natural Communities of Florida (Florida Natural Areas Inventory 1990) provides classification of natural communities of Florida and was used in this investigation. Approximate location of vegetative community cover type boundaries and other features of the site were mapped on 1999 Florida Department of Environmental Protection (DEP) true -color aerial photographs for enhanced viewing. Vegetative communities were identified in accordance with Florida Land Use Cover and Forms Classifications Systems Handbook (Florida Department of Transportation 1999) (FLUCFCS). Wetland protection is mandated under both federal and state regulations. The U.S. Arnny Corps of Engineers (CE) regulates activities in Waters of the United States pursuant to the Clean Water Act (PL92 -500 Section 404) as further defined in the CE regulatory program (33 CFR 320 -330). DEP has established wetland identification and permitting processes at Chapter 62 -330, 62 -340, and 62 -312 of the Florida Administrative Code (FAC). Current federal and state wetland definitions are derived from the original definition found in 33 CFR 328.3, identifying wetlands as "those areas that are inundated, or saturated by surface or ground water at a frequency and duration sufficient to support, a prevalence of vegetation typically adapted to life in saturated soil conditions ". Packet Page -3256- 905, F. 9/24/2013 17.B. .4 sm -7 =PFOperty Location • 2 3 et _1P If 0 1000 000 Feet aet li 0 0.25 0.50 Km Source: USGS 1:24,000 Belle Meade NW (19133) Quadrangle. li ti Section 35, Township 48 South, Range 26 East 71- Location/Topographic Map Figure: Collieu Bouilievard Narcel Project: EP04141 ENVIRONMENTAL SERVICES, 1NC. rnilimr rtrmni-Ni Florida Date: October 200• Packet Page -3257- A6 _41 V sm -7 =PFOperty Location • 2 3 et _1P If 0 1000 000 Feet aet li 0 0.25 0.50 Km Source: USGS 1:24,000 Belle Meade NW (19133) Quadrangle. li ti Section 35, Township 48 South, Range 26 East 71- Location/Topographic Map Figure: Collieu Bouilievard Narcel Project: EP04141 ENVIRONMENTAL SERVICES, 1NC. rnilimr rtrmni-Ni Florida Date: October 200• Packet Page -3257- A6 sm -7 =PFOperty Location • 2 3 et _1P If 0 1000 000 Feet aet li 0 0.25 0.50 Km Source: USGS 1:24,000 Belle Meade NW (19133) Quadrangle. li ti Section 35, Township 48 South, Range 26 East 71- Location/Topographic Map Figure: Collieu Bouilievard Narcel Project: EP04141 ENVIRONMENTAL SERVICES, 1NC. rnilimr rtrmni-Ni Florida Date: October 200• Packet Page -3257- 9/24/2013 17.B. Delineation of federally regulated jurisdictional wetlands is determined by the Corps of Engineers Wetlands Delineation Manual (USAE Waterways Experiment Station Environmental Laboratory 1987). Delineation of wetlands regulated by DEP and South Florida Water Management District (SFWMD) is done according to Chapter 62 -340 FAC, Delineation of the Landward Extent of Wetlands and Surface Waters. The Florida Wetlands Delineation Manual (Gilbert et al. 1995) serves as a guide to Chapter 62 -340. Both manuals, which emphasize the identification of hydric soils, hydrophytic vegetation, and wetland hydrologic conditions in making wetland determinations, were used in this investigation. Listed species of plants and wildlife are found in Florida's Endangered Species, Threatened Species and Species of Special Concern, Official Lists (Florida Fish and Wildlife Conservation Commission 2004) and Preservation of Native Flora of Florida, Chapter 5B- 40.0055 (Florida Department of Agriculture and Consumer Services, Division of Plant Industry, April 2004. Any occurrences of listed species were recorded. A series of pedestrian transects were conducted across the property to determine the presence of any listed species. Ill. RESULTS A. Soils Soils within the parcel are mapped as Holopaw fine sand, limestone substratum; Oldsmar fine sand, limestone substratum; and Pineda fine sand, limestone substratum (Figure 2). The natural soils have been considerably altered because the entire site has been cleared and used for residential and agricultural purposes. 1. Holopaw fine sand, limestone substratum (2). Holopaw fine sand, limestone substratum, is a nearly level, poorly drained soil found in sloughs and poorly defined drainageways. Under natural conditions, the seasonal high water table is within a depth of 12 inches for three to six months during most years. During the other months, the water table is below a depth of 12 inches and it recedes to a depth of more than 40 inches during extended dry periods. Typical natural vegetation for this soil is slash pine (Pinus elliottii), wax myrtle (Myrica cerifera), chalky bluestem (Andropogon virginicus), maidencane (Panicurri hernitonion), and gulf muhly (Muhlenbergia sp.). 2. Oldsmar fine sand, limestone substratum (10). Oldsmar fine sand, limestone substratum, is a nearly level, poorly drained soil found on flatwoods. Under natural conditions, the seasonal high water table is between a depth of six to 18 inches for one to six months during most years. During the other months, the water table is below a depth of 18 inches and it recedes to a depth of more than 40 inches during extended dry periods. Typical natural vegetation for this soil is slash pine, wax myrtle, saw palmetto (Serenoa repens), and chalky bluestem. Packet Page -3258- 500 1000 Feet D 0.125 0.25 Km Source: Soil Survey of Collier County, Florida, 1990. Section 35, Township 48 South, Range 26 East 2 9/24/2013 17. B. N Property V-- -,may Location 1 .41 17 Soils 2 = Holopaw fine sand, I Limestone Substratum � w say r Substratum -nar fine sand, 10 Oldsi S Limestone Substratum sa 14 Pineda fine sand, I Su sj Tat �j , .Ijm Limestone Subsitaturn Soils Map Fgure: 21 Boutevard F-amsE projc EP04141 CoMisi ENVIRONMENTAL SERVICES, INC. Packet Page -3259- - lorida Date: Octobc-r 2004. 9/24/2013 17. B. 3. Pineda fine sand limestone substratum (14). Pineda fine sand, limestone substratum, is a nearly level, poorly drained soil found in sloughs and poorly defined drainageways. Under natural conditions, the seasonal high water table is within a depth of 12 inches for three to six months during most years. During the other months, the water table is below a depth of 12 inches and it recedes to a depth of more than 40 inches during extended dry periods. Typical natural vegetation for this soil is slash pine, wax myrtle, chalky bluestem, maidencane, and gulf muhly. B. Vegetative Communities Vegetative communities within the parcel were mapped using FLUCFCS (Figure 3). The vegetative communities comprise a mixture of non -native exotic hardwoods and herbaceous species. The vegetative communities are described as follows: 1. Residential Low Density (FLUCFCS 11Q). The residential, low density area occupies 10.0 acres of the site. There is one single - family home on the area. This area occurs on the northern section of the property and contains slash pine, laurel oak (Quercus laurifolia), beggar ticks (Bidens sp.), Caesar weed (Urena lobata), cabbage palm (Sabal Pahnetto), and Brazilian pepper (Schinus terebinthifolius). There is no native vegetative community left intact with canopy, subcanopy and ground cover. 2. Tree Nurseries (FLUCFCS 241). The tree nurseries cover type occupies 20.0 acres of the site. This cover type occurs on the southern portion of the property. Native vegetation is sparsely scattered throughout and includes slash pine, cabbage palm, and bald cypress (Taxodium distichum). There is no native vegetative community left intact with canopy, subcanopy and ground cover. C. Listed Species No animals listed as protected by federal., state, or local environmental regulatory agencies, nor any signs of such animals, were observed within the parcel. Field review of the parcel identified two species of non - listed wildlife, the Northern mockingbird (Mifnus polyglottos) and gray squirrel (Sciurus carolinensis). No plant species regulated by Florida Department of Agriculture and Consumer Services (FDACS) as Threatened or Endangered were observed within the project boundary. A list of listed species known to occur in Collier County is included as Attachment 2. FFWCC and the U.S. Fish and Wildlife Service (USFWS) were contacted regarding records of potential listed species occurrence in the area of the project site. According to FFWCC, the project area is located within a Florida panther strategic habitat conservation S Packet Page -3260- #� TTI 9/24/2013 17.B. All—%N area. A response has not yet been received from USFWS. See Attachment 2 for FFWCC correspondence. /". D. Wetlands No jurisdictional wetlands were identified on the property. E. Soil and Ground Water Testing Because the property has been used for agricultural purposes, Collier County requires that soil and groundwater testing be done to assure there is no contamination onsite. A Phase H Environmental Site Assessment of the soils and groundwater was conducted by Dynatech Engineering Corporation in November of 2004. The results of the Phase II Environmental Site Assessment are summarized below and are included in Attachment 3. One soil boring was performed down to an average depth of six feet below the existing ground surface. All soil borings were performed according to ASTM D -1586. Soil samples were collected during the soil borings operations, split and placed in 16 -ounce glass jars, half full and covered with aluminum foil. The head space in the jars was allowed to be stabilized between 20 C and 32 C and readings were obtained five minutes thereafter using an organic vapor analyzer O.V.A./F.I.D. O.V.S. Test results were found in compliance with state and county standards. One temporary monitoring well was installed. Development of the well was performed until clear ground water was evident. Ground water samples were secured pursuant to purging the well a minimum of five volumes. The well was then sampled for Environmental Protection Agency (EPA) method 602, 610, 608 and the Resource Conservation and Recovery Act (RCRA) metals, as well as temperature, ph, and conductivity. Secured groundwater samples were packed on ice and transported to STL Environmental Laboratories for analysis. All test results were found below the natural attenuation Default source 10 ug/l, therefore, no mediation is required. F. Cultural Resources The Florida Department of State Division of Historical Resources (SHPO) was contacted regarding the potential of any historical or cultural resources occuring in the project vicinity. SHPO was also contacted to request a determination of the need for a cultural resource assessment. According to SHPO, no cultural resources are lulow to exist in the area of potential effect, therefore no cultural resources will be affected by this project. See Attachment 2 for SHPO correspondence. 7 Packet Page -3262- 9/24/2013 17. B. IV. RECOMMENDATIONS A. Vegetative Communities The site currently has very little existing native vegetation due to past disturbances. According to 3.9.5.4(C) of the Collier County Land Development Code, for sites cleared prior to January 2003, Collier County requires documentation that the parcel is in compliance with the 10 year rezone limitation previously identified in the Growth Management Plan and Land Development Code. Aerials show that the site had been cleared and used as agriculture since at least 1993 (Figures 4 through 6). Environmental Services reviewed the county land alteration permits that were previously issued for Doria's Landscaping. In November 1987, an agricultural clearing permit was issued for the two southern parcels. However, as shown on the agricultural permit site plan, three preserve areas were to remain in place. These preserve areas have been cleared without a permit in the recent past. Collier County will require 100 percent of the impacted preserve areas to be re- created on the property. Based on the site plan for Doria's Landscaping, this amounts to approximately 3.3 acres. In addition, the northern parcel was also cleared without a permit. We have tabulated the acreage of native habitat on place in the 1975 aerials to calculate the required preserve requirements. The acreage amounts to approximately 3.2 acres. Collier County will require that at least 25 percent (approximately 0.85 acre) of this area be re- created as a n preserve area. In summary, a total of approximately 4.15 acres of preserve is required to be recreated. A total of 4.15 acres of native habitat will be recreated and will be connected with the Bucks Run preserve area, located on the parcel to the south. Vegetation used for the native habitat recreation will vary depending on habitat type created. Within the upland recreation areas, typical vegetation may include slash pine (Pious elliottii), cabbage palm (Sabal palmetto), saw palmetto (Sererzoa repens), beauty berry (Callicarpa americana), and wild coffee (Psychotria nervosa). Within the forested wetland recreation areas, typical vegetation may include bald cypress (Taxodiuni distichum), sweet bay (Magnolia virginiana), pond apple (Arznona glabra), leather fern (Acrostichum spp.), and royal fern (Osnm7ida regalis). l�. Listed Species No listed plant species regulated by FDACS as Threatened or Endangered were observed on the property. No listed aniinal species were identified on the property. A letter from FFWCC stated that the project area is located within a Florida panther strategic habitat conservation area. Because of the development surrounding the project site and the condition of the habitat located on the project site, it is not likely that this species utilizes the site or will be affected by the proposed project. 8 Packet Page -3263- A 9/24/2013 17.B. 9/24/2013 17.B. -- 1896 Aerial Map Figure. 5 T~ Collier Boulevard Parcel Project: EP04141 '=U SERVICES. INC. � L Collier County, Florida Date: June 200 Packet Page -3265- • - _. •ter —• Rew' -'� �. �ttYwlwl _ WA R r _ T _ ar Q`P _ I i } 9/24/2013 17.B. C. Wetlands No wetlands considered jurisdictional by SFWMD or CE were observed on the property. D. Soil and Ground Water ')testing Based on the physical site assessment and analytical laboratory results, soil test results were found in compliance with state and county standards. In addition, all test results for ground water contamination were found below the natural attenuation default source 10 ug/l, therefore, no mediation is required. 12 Packet Page -3267- Ao-*N 9/24/2013 17.B. REFERENCES Florida Department of Agriculture and Consumer Services, Division of Plant Industry. April 2004. Preservation of Native Flora of Florida, Chapter 5B- 40.0055, Florida Administrative Code. Florida Department of Transportation. 1999. Florida Land Use, Cover and Forms Classification Systems Handbook. Tallahassee, Florida. 91 p. Florida Fish and Wildlife Conservation Commission. 2004. Florida's Endangered Species, Threatened Species and Species of Special Concern, Official Lists. Tallahassee, Florida. Florida Natural Areas Inventory and Florida Department of Natural Resources. 1990. Guide to the Natural Communities of Florida. 11 1p. Gilbert K., J. Tobe, R. Cantrell, M. Sweeley and J. Cooper. 1995. The Florida Wetlands Delineation Manual. The Florida Department of Environmental Protection, South Florida Water Management District, St. Johns River Water Management District, Suwannee River Water Management District, and Northwest Florida Water Management District. 197 p. U. S. Department of Agriculture, Soil Conservation Service. 1998. Soil Survey of Collier County Area, Florida. 152 p. + maps. USAF Waterways Experiment Station Environmental Laboratory. 1987. Corps of Engineers Wetlands Delineation Manual, Technical Report Y -87 -1, US Army Corps of Engineers Waterways Experiment Station, Vicksburg, Miss. 1 Packet Page -3268- 9/24/2013 17.B. ATTACHMENT 1 Professional Credentials Packet Page -3269- 9/24/2013 17.B. Mr. Mimnaugh's background is in wildlife biology. He is experienced in environmental assessments, wetland delineations, environmental permitting, and threatened /endangered species surveys. ACADEMIC BACKGROUND B. S. Wildlife Resources and Conservation. University of Florida. 2000. RESPONSIBILITIES WITH ENVIRONMENTAL SERVICES, INC. As an environmental professional, Mr. Mimnaugh has been involved in a wide variety of projects including endangered and threatened species surveys, sea turtle monitoring, gopher tortoise relocations, seagrass surveys, wetland determinations, environmental assessments, mitigation monitoring, and environmental permitting and planning. Mr. Mimnaugh's education, training, and background coupled with his experience in the environmental, biological, and regulatory fields bring a qualified consultant to any project team. PRIOR EXPERIENCE 2003 —PRESENT: Environmental Services, Inc., Project Scientist III 2001 -2003: EMS Scientists, Engineers, Planners, Inc., Environmental Specialist 2000 -2001: Pine Jog Environmental Education Center, Instructional Intern 1996 -2000: Palm Beach County Department of Environmental Resources Management, Environmental Intern PROFESSIONAL AFFILIATIONS AND ACTIVITIES: NAUI Open Water SCUBA Certified Florida Association of Environmental Professionals TYPES OF PROJECTS Residential, Commercial, Institutional, Industrial, Medical, Municipal, and Recreational SIZE OF PROJECTS Dollar Values: to $585,000 Acreage: to 3,992 acres REPRESENTATIVE PROJECT EXPERIENCE: Ritz Carlton Golf Club - Bald Eagle Monitoring, Palm Beach County, FL State Road 60 Widening - Caracara Monitoring, Indian River County, FL. Packet Page -3270- 9/24/2013 17.B. St. Lucie County Mine Expansion - Caracara Monitoring, St. Lucie County, FL. State Road 60 Widening - Endangered Species Biological Assessment, Indian River County, FL Southern Boulevard (SR 80) Widening - Endangered Species Biological Assessment, Palm Beach County, FL Griffin Road - Endangered Species Biological Assessment, tree inventory, Broward County, FL. Lake Okeechobee Scenic Trail - Endangered Species Biological Assessment, Palm Beach and Martin Counties, FL Jupiter River Walk — Seagrass survey and wetland delineation, Palm Beach County, FL. Ernest Lyons Bridge - Seagrass survey and wetland delineation, Markin County, FL Palm Beach International Airport - Rookery Monitoring, Palm Beach County, FL State Road 5 (US 1) — Scrub jay survey, gopher tortoise survey, relocation and permitting processes, Martin County, FL. PGA Boulevard Overpass - Gopher tortoise survey, relocation and permitting processes, Palm Beach County, FL. SWA Lantana - Gopher tortoise survey, relocation and permitting processes, Palm Beach County, FL. Ten -Mile Creek Water Preserve Area, Gopher tortoise survey, relocation and permitting processes, migratory bird survey, St. Lucie County, FL. West Lake Park — Wetland mitigation monitoring, Broward County, FL. Easterlin Park — Wetland mitigation monitoring, Broward County, FL. WPTV tower — Wetland mitigation monitoring, Palm Beach County, FL. Packet Page -3271- 9/24/2013 17.B. ATTACHMENT 2 Agency Correspondence Packet Page -3272- Viii L11 zuuo 117: lb 41UZ11L LJl FLORIDA DEPARTNENT OF STATE Glenda E. Hood Secretary of State MVISION OF HSTORICAL RESOURCES Mr. Brent M. Handley Environmental Services, Inc. 1410 Paris Lane South, Suite 1 Jupiter, Florida 33458 M. DHR Project File Number: 2004 -12414 Additional information Received by DID. December 7, 2004 Collier Boulevard Parcel Collier County Dear Mr. Handley: 9/24/2013 17.B. January 4, 2005 In accordance vdth the procedures contained in the applicable local ordinance or land development code, `ve reviewed the r:ferenced project for possible impact to cu)tunl resources (any prehistoric or historic district, site, building, structure, or object) listed, or eligible. for listing, in the National Register of Historic Places, or othenvise of historical, archaeological, or architectural value. We have revieVI ed the Florida Master Site File and our records and no cultural resources are known to exist in tlic area of potential elect. Therefore, based on the information provided, it is the opinion of the office that no cultural resources will be affected by this undertaking. If you have any questions concerning our connments, please contact Scott Edwards, Historic Preservationist, by electronic mail sedwards @dos.s1a1e.J7.us, or at 850- 245 -5333 or 800-847-7278, Sincerely, .''�a' -�--� 5 5ra� vr° Frederick Gaske, Director, and Stato Histozic P7w rvation Officer 500 S. Rksonough S&eet - Ttsllahmee, VL 32399 -0250 o llttp;1 /wWw.Alllcrltage.eom ® Directors O&kice 0 Azclmeological Rmeare.h E2 Histont i're'scwation 0 Historical Museum 'S50) 24S -53M • FAX: 245x6936 (M 243 -S - FAX. 245-5436 (950) 245 -6333 -FAX. 2-55 -6 ..37 (850) 2455 -6400 - FAX: 245-64S3 0 5ovttremd Regional office 0 Naztiteast Regional 0:9ke M Cealtzza Flvdda Regional Dfficv (954) 467-4Mo - FAX: 467 -4396 (904.); Packet Page -3273- (533) 2723M *'FAX 272 -Zi4o 9/24/2013 17.B. FLORIDA FISH AND ATILDLIFE COIISERNI -k 7I0 IlOI53� Y BARRETO SAI�'D;s'`A T. KAUP� H. A. "HERi -r �I J-FF ;L DANID H. TMEERAN NrEami Palm Beach Enterpri� St. PeterEburg i'` c; i � . �ilCTriA�iD A. CoRBFTT BaRiAN S. YABLCINSY1 `�"% KATHY B_ARCO Tallahassee r e, Jacksonville Itr.NNETH A I-IADDAD, Executive Director VICTOR J. HEUER, Assistant Executive Director November 1, 2004 FIShT p ND WILDLIFE RESEARCH INSTITUTE i850 }488.666] ^!DD(850)488.9542 FAX (850)922.5679 Iiti-. Todd Minv]augh Environmental Services, Inc. 14.10 Park Lai?e South, Suite 1 Jupiter, FL 33458 Dear TvIr. VEI- Maugh: This Letter is in response to your request for listed S13ecies occurrence records and critical habitats for your project (Collier Blvd. Parcel) located ill Collier County, Florida. Tito records from the Florida Fish aced wildlife. Conservation Corrgrri]ssion- database were located within the project area. however, a Florida panther strategic habitat conservation area 13as beers s]ted over a large poi?ion of the area. enclosed are 8.5 x 11 snaps shoveling biodiversity hotspots, strategic habitat conservators areas, pnonty wetlands for 3]Sted species; and land cover for the area. Please note that our database does iiot necessarily co]rtain records of all listed species that may OCCUT in a given area. Our data is hrrited to sjMs that, we surveyed or sites that others have surveyed and provided IS kith thei? data. Also, data on certain species, Stich as gopher tortoises, are not entered into our database on a site- specific basis. Therefore, one sbould not assume that an absenfe Of occurrences an our dafl_abase indicates that Splecies of signiieance do not or-cer tit '&B area. The Florida Natural Areas Inventory (CAI) rnaintains a separate database of listed plant and tiV'idlife species, please contact FNAI directly for Specific infoi�ratioin on the location of elernent occurrences within the project area. Because- FNAI is -funded to pro!icle infornnation to Public agencies only, you nay be required to pay a fee for this infon— nation. t^CLi�ity-`��irie h"St. °d � °G:FS I,;:FJi�3?' iD71 ! a 7 be iocated at their website (1-ittp: / /www.fr,ai.org). Please credit the Florida Fish and Wildlife Conservation t,orr�r?isSion in any publication or presentation of these data. if you have any questions or further requests, please contact Tie at (850) 488 -6661 or TE itca.laittman Wwc.state.Rus. Since-rely, f { /( "::; EYika S. PittrP_an Records Technician eSp INV v -'7/8 2004.1465 Enclosures Packet Page -3274- 2: cs aer. � e�,n._�sse= > 1 %i51i F'll�(:*{ti•�.-CSI 1� Collier Bb d.. Parcel Collier County, FL 9/24/2013 17.B. Strategic.claUluu ..ua4sw v �U� r cab 100� 0 Packet Page -3275- jiovember 1, 2ON' project Ica. pulific Lauds K,-Icxs Collier Bb d.. Parcel Collier County, FL 9/24/2013 17.B. Strategic.claUluu ..ua4sw v �U� r cab 100� 0 Packet Page -3275- jiovember 1, 2ON' 11—N, 9/24/2013 17.B. CoRhur Blhvd. Paru-,A F"norily Wo-LIands I 7—%7t-i CnIlier Courfcv. n., F�a 1 -3 Upland Species 4-6 Upland Species 1 -3 Wetland Species 4-6 Wetland Spwi--ts 7-9 Wefian4,Sp.-cies ?'0 -11 Weiland spir6 --s 0 !vmC- Packet Page -3276- Pam I C G rl -1 C r C(0- -L �07y, L-17 Its Ell VERT, Lag do 9/24/2013 17.B. -Siodkversity Hot Spots I 1 LM R Legend pit 3-4. species 0.5 0 0.5 5-6 species A f-�, 7+ six saes Packet Page -3277- Novmmbo- 1, 2VO4 -IrDI'llier Blvd. Parcel Collier Coon ti, FL PE. 9/24/2013 17.8 Land Corer To 0 CE ki • m w w 1 pl, l' r .4 z1% 10 4w. IN: os! so! im 2mmffl�- L 1. 951 1 f6n ei Y FJ oorto P 0. 6 vA� xj I lip oil a, mc VOL. J7 K%: • t of -1, L of r ge, L L IT I fat r Lcuelnd X'_,ric Oat Smb Sand Pin= Sonb sandhill SO) Namb Dry PreMe T,6,1 FmIL =Pcbm.tjYa Oz): Hsr,�=X TrcoDai Hardwood HE znd Pam szklicieweml W4 Freshwater N:g M= Ws wy. wZ15 pawm Sawaraao wlamh callau Marsh Packet Page -3278- Novembel: 1, 2094 shrl4b SWER, . , i -, 0 x & - - 4 BISY sylamp w S Mft mmt s fizz Cwr= Swamp F—I Lkm_n 9/24/2013 17.B. ILL'sted Species %i, (updated sine 2000) Species Federal Habitat status E High pine, Tropical hardwood hammock, Scrub: Maritinne hammock, Florida panther Mesic temperate hammock, Pine rockland, Scrubby flatwoods, Pur77C? (= zrelis) CoF7COlo1' COY-yl Mesic pine ` marsh ,jSeepage -p, a Mangrove ie, Freshwater swamp, Pound swam-p, i�ui��a ;= T�ouiltaii7 liG ?'! T (S /A) High pine, Tropical hardwood hammock, Scrub, Maritime hammock, Mesic temperate hammock, Pine rocldand, Scrubby flatwoods, Mesic P1.1iz7Cl (= _Felis) conCOlor pine flatwoods, Hydric pine flatwoods, Dry prairie, Wet prairie, Flowing water swamp, Pond Freshwater marsh, Seepage swamp, swamp, Mangrove West Indian manatee E (CH) Mangrove, Seagrass, Nearshore reef 1 r- iclzecTztrs rzletzctiats T Mesic temperate hammock, Mesic pine flatwoods, Hydric pine Audubon's crested ca racara flatwoods, Dry prairie, Wet prairie Polyborus fplancus C ?LLdubonil T High pine, Scrubby high pine. Maritime hanmock, Mesic temperate Bald eagle hammock, Pine roclland, Scrubby flatwoods, Mesic pine flatwoods, KaltCtee'Lis leucocepl ah!s Hydric pine flatwoods, Dry prairie, Wei prairie, Freshwater marsh, Pond swamp, Man-grove, Seepage swamp, Flowing water swamp, Saltmarsh, Seagrass Cape Sable seaside sparrow E (CH) Wet prairie, Freshwater marsh An7modi -anius (= Aini77ospiza) "Zi7111LLS Ii7U'CY'OliS' 177CZ1 Everglade snail l;iie E (CH) Hydric pine flatwoods, Freshwater marsh, Pond swamp PosirT7calnLLS 5ocin%ilis Florida scrub-Jay T Scrub, Scrubby fiatwoods Aphelocora7C! Goer LLlescells T Deach dune /Coastal strand, Nearshore reef -Piling PIOV" CT7LIl "!ZCTI'tLSr71elOCILZS E High pine, Mesic pine, flatwoods, Hydric pine flatwoods Red-cockaded pl'coides (= 1Jendl "OCOPOS) Igo + "ealls Wood sto' k E Hydric pine flatwoods, Wet prairie, Freshwater marsh, Seepage Flowing water swamp, Pond swamp, Mangrove, Saltmarsh, swamp, I�lyCr' "erlC f1177ericanci scagrass T {SiA) Hydric pine i1a`woods, Wet Prairie, Freshwater marsh, Seepage Wet Aillertcan alli gator swamp, Pond Swamp, Mangrove, Hydric pine flatwoods, flllibc7ioi" 177ZSSi5Si rvi25lS �P prairie, Seepage swamp, flcwingwater swamp, Pond swamp America!, crccadile E (CH) Mangrove, Scagrass CI "ocodylzLS nczLiLLS ^ High pine, Tropical hardwood hammock, Scrubby high pine, Beach Eastern indigo T I Bane / Coastal strand. A4ariiime hammock, Mesic temperate ha;nmock, Packet Page -3279- I'-- 9/24/2013 17. B. Drymar ^chop corais cou_pei ^i Pine rocldard, Scrubby flatwoods, Mesic pine flatwoods, Hydric pine flatwoods, Dry prairie, Cutthroat grass, Freshwater marsh, seepage swamp, Flowing water swam , Pond swam , Mangrove Greed sea turtle E Beach dune /Coastal strand, Seagrass, Nearshore reel Chelonia rn das (incL Agassizi) Loggerhead sea T Beach dune /Coastal nand, Seagraes, hlearshore reef Caretta caretto Packet Page -3280- 9/24/2013 17.B. ATTACHMENT 3 Phase H Environmental Site Assessment Packet Page -3281- 9/24/2013 17.B. JAN -11- 2005 TUE 11:33 AM DYNATCH FAX N0. 3058289598 F. uZ GEOTECHNICAL �\ ENVIRONMENTAL HYDROGEOLOGY ASBESTOS DYNA' ECH ENGINEFRIP-IG CORP. Miami, December 6, 2004 Mr. Alejandro Delfino HOME DYNAMICS 4788 Nest Commercial Boulevard Tamarac, FL 33319 Re: Doria's Landscaping a@ 14290 -14300 Collier Boulevard Collier County, FL Dear Mr. Delfno: TESTING LABORATORIES DRILLING SERVICES INSPECTION SERVICES ROOFING Pursuant to your request; DYNA TECH ENGINEERD 4G CORP., DEC, conducted a Limited Phase II Environmental Site Assessment of he soils and groundwater at the above .referenced project, Based on our physical site assessment and analytical htboratory test results; it was evident that the groundwater in the tested areas have been impacted by the activities on site. Detected levels however, are below the naturzol attenuation default source, therefore, no renlediation is required at this time. Enclosed filed a copy of the monitoring well construction diagrarn, D.V.A. and laboratory analysis, It has been a pleasure serving you at this phase; of your project and look forward to do so in the Near Future. Sincerely yours .i9 D e O-OR A WissaiwNaanaani, P.E. DYNATECII ENGINEERING CORP. Florida. Reg. No. 39584 Special :inspector No. 757 I 750 west 84 Street, Hialeah, FL, 3 ""'' "1 ° _ „L -- -'305) 82E -7499,, Fax (305) 828 -9598 9 —. — Packet Page -3282- Jrill -1 1'0000 Jul; 11;64 nci u YM i Un FAX NO, 3058289598 9/24/2013 17.B. LIMITED PHASE II ENVIRONMENTAL SY'l,E ASSESSMENT For: Doria's Landscaping @ 14290 -14300 Collier Eoulev,:rd Collier County, EL Prepared for: HONIE DYNAMICS 478008 West Commercial Boulovard 10-1�1 Tamarac, FL 33319 Prepared by: DYNATEC H ENGINEERING C:ORPI . Geotechnical, Envi1•onrrienta 1, Consultant Miami, December 6, ?004 2 Packet Page -3283- ,0..1s, JRN-I 1 -i UWb IUL 11:3U Hrl UYNATUH HAV NU, 3M28ybyH ° nn 9/24/2013 173. TABLE OF CONTENT SECTION PAGE COVER PAGE 1 TABLE OF CONTENT 3 Lo 0 INTRODUCTION 4 2.0 SCOPE OF WORK 5 3.0 FIELD INVESTIGATION 6 3.1. Soil InvestigFation . ............................... b 3.2 Groundwater Investi gatioi 1!. ................... 7 4.0 ANALYTICAL TEST RESULTS 8 5.0 DISCUSSION AND RECONi(MENDATION'. 9 Appendix I Monitoring Construction I3ial ;rani. Appendix II Soil Boring Logs, Appendix II_I O.V.A. Analysis Appendix IV Laboratory Analytical Result: Appendix V Site Plan. Appendix VI Aerials & USGS Maps. 3 Packet Page -3284- JHIY— I I—�UU� 1 U1; 11 : Jb Hrl UYNH I UK FAX NU. 3U58289598 o nc 9/24/2013 17.B. 1.0 INTRODUCTION DYNATECH ENGINEERING CORP. (DEC), was reUdn.ed by Home Dyncnics to prepare and itnpl.ement a Luiited Phase II Environmental Site Assessment ESA for the property located at 14290 -14300 Collier Blvd., Collier County, FL. The purpose of out• zssess"Ient was to verify soils and. groundwater conditions relative to the former activities on site. The subject property operates as Doria's Landscaping since 1979. The Nursery consists of a one -story office building, an open storage ,structure a water well irrigation system and an above ground Fuel Storage Tai-&- (AST) area., for (3) 500- Gal. AST'S. Due to the use of Agrichemicals and petroleum product;.-, on site; a Phase II ESA was installed. in Packet Page -3285- JAN- 1I -2UUb TUB: 11 :3b AM MUCH FAX NO. 3058289598 9/24/2013 W.B. Our scope 6f work was developed to represent a Linnet i Assessment of -the soils and groundwater at the site. The following was the scope of work: 1- Install one (1) compliance temporary monitoring wall. 2- Perform one (1) soil boring test. 3- Secure groundwater samples for analysis for EPPI. method 602, 61.0, 608 and RCRA metals, as well as T, pH and conductivity. 4- ON.A.. analysis of soil cuttings. 5- Bocum.eniation of our findings and recommendal ions. Enclosed please find copies of our Field Boring Log, A zalytical Test Resuilts. Monitoring Well Construction Diagram, and Site Plan, 5 Packet Page -3286- JHn- 11-CUUU 1 UL 11 '. 31 HCl UYNH CGH FAX ISO, 3Ub8289598 9/24/2013 17.B. 3.0 FIELD INVESTIGATION On November. 10, 2004 our drilling crew met at the sub;ect site and initiated, the construction of the Monitoring Well and Soil Boring installation. The location of the soil boring ,aid Monitoring Well is indicated on the ,attached plan. 3.1 Soil Investigation: One soil. boring SB--1 was perfonn.ed down to an averags depth of 6' be] ow existing ground surface. All soil borings were perfoinied according to ASTII D- 1.556. A copy of our drilling procedure is enclosed in. the Appendix. Soil samples were collected from the Vadose Zone during the soil boring's operations, split cmci placed in 1 e- QUrace glass jars, half :'ull and covered with Aluminum Foil. The bead space in the jars ryas allowec! to stabilized between 20 C and 32 C and readings were obtained five minutes thereafter using ',an organic vapor an.al,yzer 0N.A. /F.1.D. 0N.A. Test results were found in compliance with state and county standards. 0 Packet Page -3287- JHN- 11 -CUUb lut 11:61 BE UYNRIUK i'An No. 305828959$ P nR 9/24/2013 17.B. 3.2 Groundwater Investigation: One (1) Temporary Monitoring Well was installed at tho.; location indicated can. the attached plan. The Monitoring Well. consisted of two inches in diameter_, 15' long .V. C. s&h.eduled 401 the lower 10 feet screened mid the top 5' feet solid riser. The Monitoring well. construction diagrain is enclosed ij l the appendix. Development of the wells was performed until. clear groundwater was evident. On November 15, 2004 groundwater smnples were secured pursuant to purging the well a ininimurn of 5 volumes. The well was then samr.led far :EPA method 602, 61 tl, 608 and RC RA metals, as well as Temperature, p;F.I and Conductivity. Groundwater samples were packed on ice and transport ,d. to STL Environmental Laboratories for analysis. All :field drilling, sampling and testing Mork was condut;ted according to our approved Comprehensive Quality Assurance on file with D.E.P. QA :plan 7 Packet Page -3288- JAN -11 -2005 TUE 11:38 AM DYNATOH FAX NO, 3058289598 n r)(') 9124/2013 17.B. 4.0 ANALYTICAL TEST RESIULTS Secured groundwater samples were packed on ice and Transported to STL Environmental Laboratories for analysis for EPA method 602, 610, 608 cmd RCRA metals, All test results were found Below Detection Limits BD1. and/or in compliance with state and county regulations and are included in the appendix. Except for; 4, 4 DDD and 4, 4 DDT, which were detected at 0.29 ug /1 ar.!d O.56 ug/l, slightly higher than the allowed rn.axirnw-n contaminant level MCL of 0.1 ug /1, yet below the natural attenuation Default source of 1.0 ug /l, Therefore -.ao reinediation i;:; required. 0 Packet Page -3289- n JAN -11 -2005 TUE 11:38 AM DYNATCH FAX N©, 3058289598 9/24/2013 17.B. 5.0 DISCUSSION AND �, COAI E NDATIONS Based on our site inspection, physical and analytical assessment of test: results, it is evident that the groundwater in the tested areas have berm impacted by the activities on site, detected. levels however are below the natural a1lenuation Defali]t source and therefore, no rerned.iation is required at this time. ^ It has teen a pleasure serving you at this phase of your project and look :Ibrward to do so in the near future, Sincerely yours, a f510V-'. issam Ndarnani, P.E. Florida Reg. No. 39584 Special Inspector Teo. 757 $ N /sly 9 Packet Page -3290- JAN- 1I -�-UUS TUE ll:�b AM UYNAyi'CH FAX N0. 305828959$ 9/24/2013 17.B. APPENDIX m Packet Page -3291- JAN -11 -2005 TUE 11 :39 AM DYNATCH FAX N0, 3058289598 GEbTECHNICAL = FL.tifl+�* •C. 1: 't1i ENVIRONMENTAL - ,HYDRBGMOLOGY PSaesTOS 501L SAMPLIN!G DA r 9/24/2013 17.B. TCSTING LABORATORIES DRILLING SERVICES. INSPECTION SERVICES ROOFING DATE; November 10, 2004 CLIENT Ha= TIjRmJ=8 I'RO'N; JAN -11 -2005 TUE 11:40 AM DYKATCH GEOTEGHNLGAL ' SHVIf�ONtvtGis'i'At` HYOROGEOLOGY ASBESTOS D ATE CLIENT A.DDRi�uss PROJECT ADDRESS FAX N0, 3058289598 9/24/2013 17.B. TESTING LABORATORIES DRILLING SERVICES INSPECTION SERVICES ROOFING IDYNA TE . CH EN4XINEERIIN G CORP- Home Dyna-agcs 4788 West Commercial Bjvd. , Tamarac, �! X3319 Doria ®s Laadscap Ing @ 14240-14300 Collier Blvd.. Collier Couy..tY, FL SAM-PL 11LOCATION I1YTC� I'�Tl� x . Nt 1 r cowu vnt: Tested by- P-1 -1 Ql — — r• Packet Page -3293- JAN-11-2005 TUE 11:40 AM DYNATCH FAX NO, 3058289598 9/24/2013 17.B. GEOTECHNICAL ENVIRONMENTAL "` " "_¢- , re HYDROGEOLOGY ASBESTOS DYNATECH EN-GINEERI.-iG CORP. 72STING LABORATORIES DRILLING SERVICES INSPECTION SERVICES ROOFING MONITORING WELL CONSTRUCT [ON DIAGRAD1- DATE : 11-10-04 CLIENT : Home D31,namirs ADDRESS 47sB went cammeraial Blvd,, Tamarjr., FL 11liq PROJECT Doria's -Laudscavina la ADDRESS 14290-143i)o couier Blvd.. Collier bunty, F1, M.W.# 5--t in 2t, LOCATION SAS MONITORING WELL FIELD DATA: M;W, Permanent M.W. Temporary M.w, Size 2 inchea M.W. Depth 15 feet M.W. Screen In feet Depth of Groundwater 71-680 Bentonite Seat FT/A SUBSURFACE INVESTIGATION: 01-0" to 11-011 Topsoil I"-0" to 29 -0" Tan sandy shella 21-01v to 3 2-0 Dart gray sand 32-099 to 57-091 Tan sand 51-0e° to 50 -4" Green silty sand 51-499 to 80-6" Green slightly. suty scud IS 1-619 to 15 " -0" Tan sand Cornrnf-,nts: VVA Driller:- F..C-- - Packet Page -3294- TciGkirg Mp lid Ris Min. 21 v.: Clean JAN - 11-2005 TUE 11:41 AM DYNATCH r 'S FAX N0. 3058289598 AMLYTICAL R=RT Jcb4,': M04 -0143 STL Pro j eatt : N@4AA103 site Name: D tech arineer -22m Task: Doria' s- LanclscaVirG sam Naamani 750 West 89th Stmt Hialeah, IFL 33014 STL - Miami (Mirarmr) lu �1 IL, J, 6 v 0--- eProject Mier 11/30/2004 D 1F, 9/24/2013 17.B. x.113 S'L Mi @ne a 10200 USA Today Afay o Mirarnar, FL 33025 e Tei 954 431 4550 O Fax 954 431 1959 o wow.st]- hic.com S YL -S7 L8120M -540 112/021 Packet Page -3295- JAN- 11 -205 TUE 11'42 AN DYNATCH STL Miami Certifications State Certification Numbw Florlde E86349 Alabama 41 180 South Carolina 98023 Tennessee TN02636 Puerto Rico FLOO535 Data Qualifier Cosies A. Value reported is the mean value of two or'more determinations. FAX NO, 3058289598 D 10 9/24/2013 17.B. 2 \13 13 Results based an colony counts outside the acceptable range. The node appAes to mlcrobloloolca! tests and apeclfmilY to mombrane filter colony counts. This code Is to be used If the colony count Is generated from a plate in which the total number of ci donles exceeds the method indicated ranges. F When reporting species, F indicates the female sex t Value based on field kit determinations, results may not be accurate. This value is used when the esuits have been determined using a field kit or method that has not been recognized by the Department as equivalent to EPA methods Estimated value. This code may be used if the surrogate exceeded limits, no kno>Fm quality control ;r►terla exists fer the compixi0nt, the reported valued J failed to meet established quality control limits, if the sample matrix Interfered with the ability to male an accurate determination, or if the data is questionable because of Improper laboratory or field protocols. The "J' values Is aocompanled by i comment or justification frr it's use. Off- scale, low. Actual value le known to be less than ihe'reported value, This value Is used If the vo ue Is le.s than the lowed ralibration standard and the calibration curve b non-linear or If the value Is known to be less than the repotted value based on s se; sample dilution or snm.s other variable. L Off-scale high. The value Is known to be greater than the value given, This value Is used whon the reported value Is greater than the acceptable level for quantitatlon (exceeded the linear range of the calibration) and the calibration curve to known to exhl ilt a negative deflection, When reporting chemical analyses: the presence of material 15 verified but not quantified, the actual value Is less than the valut- given. The reported value shall be the faporatory POL. This code Is used It the actual value Is too low to permlt accurate quay lificallon. H Presumptive evidence of the presence of a material. This code Is used if the component has bearl c atermined using a mass spectrat ,library search"or if there Is evidence that the analyte Is present but the quality control requirements were not met. o Sampled, but the analysis was lost or not performed. Ems? Sample was held beyand the acceptable holding item. T The value reported was less than the laboratory nethod detection firrill. The value Is reported for lnfc rmatlonai purposes only and shell not be used for statistical analysis. U Indlrate® the compound waa analyzed for but not detected. The value associated with tha qualifier s gall be tho laboratory Method detection limit, b' indicated the anal }ate was detected in both the sample and the associated method blank, The value n the method blank is not imblracded frann the associated samples Y The laboratory analysis was from an unpreservad or Improperly prei served sample. The data may nc t be amuraie Z Too many colonies were present (TNTC), the numeric value represents the filtration volume I The reported value is between the laboratory method detection limit and tits laboratory praclical quay Citation flmit- ? Data was rejected and should not be used. Some or all of the quality control data for the analyte w1el a outside of control criteria and Ufa presence or absence of the analyte cannot be determined N ®lanalyzed due to interference, 11 D MeaGurament was made In the field. Z Indlottas extra samples were taken at composite stations R Slgnlfloant rain In the past 46 hours. Rainfall amounts may contribute to a lower than normal value I Dsvlates from historically established corilcentration ranges Packet Page -3296- JHIY-II -�UUS lUt 11:44 HCI UYNHIUM ,rij�TTE SUMMARY t• Hn NU. �Ubbi�dUbUb N 17 9/24/2013 17.B. 3 \13 sarPLM =) T ,�B L I1 TITIE _w PLE ID CLIE19 SAM� I M4014301 mw -1 11/11/2004 10:00 11/15/2904 33:30 Packet Page -3297- JHN- 1I -�Wb 1 UL 11:44 HM UYNATUH FAX NO, 3058289598 +7cb #; M04 -0143 SM Project##: KMA0103 Site NaPn--: Dynatech Engineering Coro. 9/24/20113 17.B. 4\x.3 VrIAM "Methods for CneiTical Analysis of Water and (Aar 1983) with updates and supplements EPA/600 /4.91 -010 (Jura 1991) , BPA/600 /R- 92 -129 (Aug 1992) and EPA/600/R -93 -100 (Aug 1993) SW2463 "Test Methods for Evaluating Solid Wasta Physical /Oiemi.cal Methods (SW846) , Third Edition, 9/85; Update T, ?/92; Update TTA, 6/93; 1Tpdate IT, 9/94; Update 7IB, 1/95; Update 111, 12/96. Packet Page -3298- ANAMTI PL PARAM Ni3aD MEAD 8270-HSL PDL=CLFAR AM&TiC HYMCCARBCWS SWB463 8270 AQUEOUS FLORIDA PERTDLE,'UM RANGE ORGANICS FLA FL-FRO YE'IHOD 608 - POLYCFM0R_ P+TFD DIPHENYIZ CFR136 608 =- 140D 608 - PRIORITY POILUTANT PESTICIDES =36 608 ,Arsenic - Total M^.AWW 200.7 Barium - Total MCAWW 200.7 Cadmium - Total MCAWW 200.7 Chromium - Total MCAWW 200.7 Lead - Total MCWVT 200.7 Kercury - Total Mvd 245.1 Selenium - Total � rM 200.7 Silver - Total MMtJ'v1 200.7 CFM36 Guidelines Establishing `rest Procedures fov the Analysis of Pollutants 1Tnder the Clear. Water Act, and Apper4ix A-C; 40 CFR Park. 136, USEPA Office of Wager. FTA "Conpendium of Method a", State of rlorida, Dapastrr= of Mmfi m-rrental Protection. VrIAM "Methods for CneiTical Analysis of Water and (Aar 1983) with updates and supplements EPA/600 /4.91 -010 (Jura 1991) , BPA/600 /R- 92 -129 (Aug 1992) and EPA/600/R -93 -100 (Aug 1993) SW2463 "Test Methods for Evaluating Solid Wasta Physical /Oiemi.cal Methods (SW846) , Third Edition, 9/85; Update T, ?/92; Update TTA, 6/93; 1Tpdate IT, 9/94; Update 7IB, 1/95; Update 111, 12/96. Packet Page -3298- JAN- 11-�Wb TUB 11:45 AM MATCH General Comments FAX N0. 3058289598 MN-Ca,jF0RjVPNCE SUMMARY ,lob# : M09 - 01.43 ST, Pro j ect# : M4A0103 Site Naas: 2rgtech IEctineeri nr Cbr~ n n 9/24/2013 17.B. 5 \13 The enclosed data have been reported utilizing data qLm•lifierg (Q) as defirr --d on the Data Comnant Page. Soil, sediMnt and sludge sample results are report, on "dry weight" basis unless otherwise noted in this data package. According t6 40CFR. Part 136.3, PH, chlorine Residual, Dizzolved Oxygen, Sulfite, and Temperature analyses are to be perfoxmed iMediately after aqueous sarrplee collection. When ti-I.-se parwraters are not indicated as field (e.g. g;.—Field), they %rare not analyzed irmediately, but as soar ae possible after labcaatory receipt. sa,-nple dilutions were performed as indicated on the attached Dilution 7cg. -Ibe rationale foi dilution is specified by the 3 -digit code Eild definition, Sam de Receipt Cents Mod -0143 Sarcple Coolers) were received at the following t r-E tune(s); 8 °C All samples were received in good condition. Cr_/NS Semi-volatile Data No deviations from protocol care encountered during the analytical prodlurr�s . CC Extractable Data LTo results for W-S, aanple waa extracted for ne -thod 60E water, mthod 13082 required too, Lr-s was not extracted for method 8082 water. Metals Data No dc-nriations fr= protocol were en=untered &ring the a- .lytical preccd-Ires- ys4��rty�� The xesi. It s in this r-eerort relate only t 3 the analytical testing and condition of the sale at receipt" 'Phis report per --aims to only thoss s lea actuall-y tented. All pag e of this re=port are Integral Arta of the �.�•tiytacal�datea. `7.'tlerefare, hiB retort arould be repr�uced only in ats e�tzrety. Packet Page -3299- ,*"\ JHN- 1I -i--Mb TUE 11:9b HTl UYNA'1'CH Date: 11130/2004 Time: 15 :58;47 FAX NO. 3U58289598 Dynatech Engineering Corp. Dorio's Landscaping p gn 9/24/2013 17.B. 6013 Page: 1 Rept: AN1420 Soapte I0: Mw -1 Dote Received: 11/15/2004 Lab Sample IN M4014301 PrD.lecf No: i1A4A0103 Date Collected: 11/11/2004 CIiont No; OYNAT2 Time Collected: 10 ;00 Detection --- Date /Time --- Parameter Re ®mss tt Fly Limit Vnitc et _ - Anclyzed Int AQUEOUS- B418463 6270 - IISL PAH'S 1- h4ethylnaphthalono SOL 5 IIGIL 8270 11 /i9 /2004 16:33 ME 2- Methyinaphthatene SOL 5 UG/L 6270 11/191BOD4 16:33 ME Acenaphthene 6DL 3 uG /L 8270 11:1912004 16:33 ME Acenephthylene 801 3 UGIL 5270 11199/2004 16:33 HE Anthraceno BDL D.3 UG/L 8270 11/19/20D4 16:33 ME Benzote)onthracone 6DL 0.2 UG /L 8270 11/19/2004 16:33 kZ Benzo(a)pyrene BDL 0.2 UG /L 8270 11/19/2004 16;33 ME aenzo(b)fluoranthene BDL 0.3 UG /L 8270 11/1912004 16:33 ME Benzo(ghi)parytene 8DL 013 UGIL 6270 11/19/2004 16:33 ME Senzo(k)ftuoronthono BDL D.5 UG IL 8270 11/49/2004 16:33 HE Chryaene SOL 1 UG IL 8270 11/19/2004 16133 ME Dibento(a,h)anthracene BDL 0.3 UG/L 6270 11/19/20D4 16:33 ME rtucranthene BDL 0.3 UGIL 8270 11/19/2004 16:33 ME Fluorene 6DL 5 UG /L 8270 11/1912004 16:33 ME 1.ndeno(1,2,3- cd)pyrona SOL 2 UGIL 8270 11/19/2004 16:33 HE Nephtholene SOL 5 UG IL 8270 11119/2004 16:33 ME Phonanthrene BDL 5 UG /L 6270 11/1912004 16:33 ME Pyrex* BDL 0.3 UG /L 8270 11119/2004 16:33 ME Surrogated 2- Fluorobiphenyl 33 QC Lints: 48 -112 5270 11119/8004 16:33 ME Nitrobenzene -D5 36 CC LMts: 41 -111 5270 11119/2004 16:33 ME p- TorphenyL -d14 53 ©C lmtz: 51.135 % 8270 1111912004 16:33 ME AQUEOUS- CFRc136 606 - P.P. PESTICIDES 4,41.ODD 0.29 0.020 UG /L 608 11/17/2004 22:05 JV 4,41 -DDE BDL 0.015 UGIL 608 11/1712004 22:05 JV 4,4' -DDT 0.56 V 0.025 UGIL 606 11/17/2004 22:05 JV Aldrin BOL 0.020 UG /L 609 11/17/2004 22:05 JV etpha -w BDL 0.025 UGIL 505 11197/2DO4 22 :05 JV Aroctor 1016 BDL 0.070 UG /L 608 11/1712004 21:05 MA Areclor 1221 6DL 0.070 UGIL 608 11/17/2004 21:D5 Im Aroctor 1232 BDL 0.070 UG /L 603 11/1712004 21:05 MA Aroclor 1242 8DL 0.070 UG /L 608 1111712DD4 21103 MA Aroctor 1246 BDL O.D70 UGIL 608 11/171NO4 21:05 MA Aroctor 1254 SOL 0.070 UGIL 608 11/17/2004 21:05 MA Areclor 1260 BDL 0.070 UG /L 608 11/17/2004 21:05 MA beta-SHE 1.7 0.025 UGIL 608 11/17/2004 22:05 JV delta -BHC 0.81 V 01015 UGIL 608 11 /1R/ ?004 a "2:05 JV Die(drin SOL 0.012 UGIL 608 IIII /2004 22:05 JV End'osulfan I BDL 0.030 UGIL 608 1111412004 22:05 JV Endosulfian 1I BDL 0.020 UG /L 608 1111V'/2004 22:05 JV Endosulfen Sulfate 0.56 V 0.0Z0 UG /L 608 11/1'112004 22:05 JU ET'drtn BDL 0.020 UG/L 608 11/17(2004 22 :05 JV Endrin aldehyde 1.5 V 0.020 UG /L 608 11/17/2004 22:05 Ju gone -BHC (tisane) GDL 0.01$ UGIL 60a : 1111''112004 22:05 Al Hmptachlor BDL 0.025 UG /L 608 11/1712004 22:05 JV Heptachlor epexide ODL 0.010 UQ /L 606 11/17/2004 22:05 iv morho,ychtor 1.2 V 0.01D UGIL 608 11117/2DO4 22:05 JV SIL Miami Packet Page -3300- JRK -1 I -2UU6 7UE 11'46 Ail UYNA'l'UH Date: 11/31WDD4 Time: 15:58:47 FAX NQ. 3058289598 Dynatech Engineering Corp. Dorie's Landscaping P 71 9/24/2013 17.B. 7\13 Page: 2 Rept ; AN 142.0 AGIJEOUS FLORIDA PERTOLEUM RANGE ORGANICS (1) GRO (c&-10 Rango) (2) DRO (C10-C28 Range) (3) TRO (C28-C40 Range) (4) PRO Total Petroleum Hydrocarbon Surrogztes C39 Surrogate Metals Analysis Arsenic - Total ETarivn - Total Cadmium - Tdtai Chromium - Tote! Lead - Total mercury - Total Selenium Total Silver - Total 13DL 2.0 MOIL FL -PRO 11/1612004 23:56 Date Received: 11/15/2004 SOL Sample 10: MW -1 MG /L FL -PRO 11/16/2004 23:55 MF PI•o)ect No: MA4A01D3 24 Lab Sample ID: M4014301 FL -PRO 11116/2004 2345& U SOL 6,1 MG /L FL-PRO 11/16/2004 23:58 MF 76 QC Lmts: 49-140 Client Nor UTNAT2 FL-PR0 Date Collected: 11111/2004 MF SOL 0.010 MGh 200,7 11119/2004 1300 Time CDtlected: 10:00 BD L D.050 MG /L 200.7 11/19/ZDD4 13:00 RP 6DL 0.010 MUL Detection 11/19/2004 13 ;00 -- Date /Time --- 8DL Parameter � tesUlt Fly 200,7 Limit _ Units Met had AnAIV30 Pt MG /L 2200.7 SurragateS Decachlorobiphenyt 120 QC Lmts: 70 -130 I 6D$ 11117/2004 21:05 MA Daeachtarobiphenyt B4 QC Lmtsl 70 -130 % .60B 11/17/2004 22:05 dV Tetrachl®ro- m- uylene 84 ©C Lmts: 70 -130 % 6106 11/17/2004 21 :Q5 MA Tetrachlvro-m- xylene 120 OC Lmt$: 70-130 % 606 11117/Z004 22:05 dV AGIJEOUS FLORIDA PERTOLEUM RANGE ORGANICS (1) GRO (c&-10 Rango) (2) DRO (C10-C28 Range) (3) TRO (C28-C40 Range) (4) PRO Total Petroleum Hydrocarbon Surrogztes C39 Surrogate Metals Analysis Arsenic - Total ETarivn - Total Cadmium - Tdtai Chromium - Tote! Lead - Total mercury - Total Selenium Total Silver - Total 13DL 2.0 MOIL FL -PRO 11/1612004 23:56 MF SOL 2.0 MG /L FL -PRO 11/16/2004 23:55 MF 8DL 24 MOIL FL -PRO 11116/2004 2345& U SOL 6,1 MG /L FL-PRO 11/16/2004 23:58 MF 76 QC Lmts: 49-140 FL-PR0 1111612m 23:58 MF SOL 0.010 MGh 200,7 11119/2004 1300 RP BD L D.050 MG /L 200.7 11/19/ZDD4 13:00 RP 6DL 0.010 MUL 200.7 11/19/2004 13 ;00 RP 8DL 0.0050 MG11- 200,7 11119/2004 13:00 €P 8DL 0.0050 MG /L 2200.7 11/19/2004 1300 RP E;DL 0.012 MG /L 245.1 1111912004 13:00 RP 0 1 0.010 MOIL 200.7 11/1912004 1300 RP BDL D.D050 NG /L 200.7 11119/2004 13 :00 RP Packet Page -3301- STL Miami im-11 -eun lut 11 ; 4 t HC! UYNHIUH C N J 9 6 O p .9 U C a m Gtr C > w N 0 to � ��•L. pt ty, ® •O A a Cn S ry�l Q P B y DH L NiA Nul iu!Db d=ad r. rr .9/24/2013 17.B. 8\13 Packet Page -3302- A S h N U Q1 L'l 0 �1 D Et �e O m Is •� d Lt t4 +[Q�+ M tV J d 4<4Cd44 aaaaaaa st4 az m N ? •o� a. !d y } N 6S G O® 0 C C G M1tdh ® Q K71't'1 tv e_ C 1 1 e r t� ca fn �j�9 tl ^J a �J 9S��BB € 1 E) 6 0 m In M H J J J J J J J cr N J CA ed N W W G D K t3 p rP P1P� Y"' O 0 NiA Nul iu!Db d=ad r. rr .9/24/2013 17.B. 8\13 Packet Page -3302- A S h N U Q1 L'l 0 �1 D Et �e O m Is v +iii + L LVVV 1 vlr a a T i aiti ✓ siit+J VlJ ! 11I! 13V. JVVVLVVVVV L . LJ 9/24/2013 17.B. N Qi Q' C Jn w a u in ua J un O -CI Q- td R 19 G � � J d Z] � D t+ ® CA P C r� Q f^ Tl 61 4 4 d.4 d d 4 d z a..x: aazaaa�azz:aa G-c N :P C K Qj a N > c Lo •P li d N 61 O I n u � M @ V i �ry N C O O N a N O N N N N �° M n M N N NN N O tq I�M17 0 , 1 L '.� ® ®ooccJQOQaQQ ® ®cao tit• b Q-j - p® m in GI U PM ® a 13 O ® 8 D B a.® �O �;v dlsv�a�aaam a� �d N Y dd"Jda -2�.dd.dddddaard s` s5L�3t`�c`�c�roc°sac��v�c`��`��v c W C Q1 _ y •p ~ G % � m W � gr�fjy>. Lp1 q � =uzxouf- 22 a may sw -t•v- � C'51 ss a 49 u 81 a+ e+vvv tv t�� s� aR a w w i9$ F'!'S7 T z,T 0wtilWwW3 P® Packet Page -3303- J Uf w PJ e U O t- s N P Y Y Vl"I 4 L.VUd lVL 11•'11 111& Ullliil Vlt A d c 4 � w O � wrow �cD � N 6 t � ¢ m O tC r,7 1°j O I O CL1 V�5 I 'V .• tt'l t"' T � E q F. t tui izv. .�u.�v�uvuvu t . C4 9/24/2013 17.B. Packet Page -3304- F ro w w v H Y v Q O II CJ di Y Y •� G, J 0d w? •Y Y L •� 6 CL III J to N C p J w c (0 � oast o b Q. J V d � .0 N w M d t2 Q �9 ao N N C M :T w t9 m aE L Ci C w .7 Cam' A v OJ q� �N..0 1 � y 67 Fd J O 69® W NC G t1 d' u vas a lil CZ1 C C C C s C38! -A �L v N `-e: :: 7 Ld t tui izv. .�u.�v�uvuvu t . C4 9/24/2013 17.B. Packet Page -3304- F ro w w v H Y v Q O II CJ di - -- - - -- - - - -- - - -- - - -- - -..... _.. • •.u• uv• ---------- 1 . - 9/24/2013 17. B. N_ O V �J G •p-6 'L u e � w n C r o r� poi Es. r 69 v � tQ •o ® N Packet Page -3305- r. N a U a G II ?3 O F4 � 4 J C d C446 t*6'' �r azxzazS" m N N � Cam. 41.t (n`} N � O ^ m G { { d m d t° ✓ f0 N ? •� a O •� J C G v N 9 N ° °oaaBaa F(Y 1 � 1 N qt<1 G P_8�6@ 1 61 6 N � N �+ J J J J J J J d b m io U C! i�oa a• o- r r ® D P F ? q 4 r ej L � ii7 r O fJ r2 W -4 f/i Gi Packet Page -3305- r. N a U a G II ?3 O 9/24/2013 17.B. ILA Uo CHAIN OF CUSTODY DOCUNMiNTATION Packet Page -3306- 1� V1111 11 LVVJ 1VL- 11•TV 1131 V111113V11 11131 41-1 VVVVLVVVVV 11 L1 r• 1'r 1 - a - a u Lu C3 H qr , tu En UA U ® t; s. t ® 6E9 �_ � �' � H. � �"'.. C� Cl•eT h-� 4' w nw' Kf fL 1A �d c f {1 a \ ? ®g lie lb e V h•w c in 1 ®: 15 I 81 i1 I 1 ►1l1111I Ii11111 Packet Page -3307- r Icr II E �J t° Cr 11�, ri 4 .6 r�n +. t4t{,1 Ya 11 jLC QQ I lei�� al r, Fi `�:1�11 2 sL .s 'S (WL'i. l.SL7L4tl,�. r Icr II E Cr I'I a I 9/24/2013 17.B. ATTACHMENT 4 Photographs Packet Page -3308- 9/24/2013 17.B. �C"'OH ar BOuie a- rd Parcel Collier County, Florida '�xs�d`At .'.:a .- .s46iS'.ai Y..%�i,l';;K U,,, r__wsr T✓��''� -:�: Photograph 1- -View from the north portion of the residential property loot <ing west. Packet Page -3309- 1 �s C 9/24/2013 17.B. T r'tlTM35µyy a x•~: Photograph 3— View from the central portion of the residential property looking �• west. 'a Packet Page -3310- 9/24/2013 17.B. Photograph 5® -View from the south portion of the residential property lookng east_ Packet Page -3311- h r Photograph 6® View 3rom the Ventral poi -tion of, the residential property bong irig Smith. . Packet Page -3311- 9/24/2013 17.B. Photograph 7— View from the north portion of the nursery property 1coking SOLIth. I Photograph 8— View from the north poiIion of the nursery property looking South. Packet Page -3312- C I Photograph 8— View from the north poiIion of the nursery property looking South. Packet Page -3312- 9/24/2013 17.B. Photograph 9— View from the central portion of the nursery property looking east wu i:10 Zx, j Ot, Photograph 10— iew from the central portion of the nursery property looking V south. Scatterrad pine and cypress. Packet Page -3313- too) 9/24/2013 17.B. w Photograph 11— View from the western portion of the nursery property looking west. RL 'T Photograph 12— View from the western edge of the nursery property looking south. Packet Page -3314- 9/24/2013 17.B. MT .0 ti Photograph 13— \lie*w' from the western edge of the nursery property looking, north. P Photograph 14— View from the southern portion of the nursery property looking south hMo the adjoining property. Packet Page -3315- 9/24/2013 17.B. SIL Phot- 9 vie st. Photograph 16— View from the central portion d" the nursery property looking east. Packet Page -3316- ? �f-t%X5Xr,ffl7 9/24/2013 17.B. Photograph 17— View from the central portion of the nursery property fooking \fvest. Adjoining property in view on left side. Packet Page -3317- ATTACHMENT 5 Water Management Report Packet Page -3318- 9/24/2013 17.B. f 9/24/2013 17.B. Water Management Report l for By: tt Encore Way Naples, f } �C f 3.. � e � 0 Jerry C. Neal, PE 26646 HM Authorizati ®n # 1772 Jane, 2006 Packet Page -3319- 9/24/2013 17.B. BOXWOOD PUD Narrative The subject 29.69 acre Boxwood PUD property is a RESIDENTIAL PUD and is located in the northeastern quadrant of Vanderbilt Beach Road and County Road 951. This site is located about Y4 mile north of Vanderbilt Beach Road on the east side of CR -951. We are applying for a construction permit for the entire site. The site is located adjacent to the CR 951 Canal which is maintained by SFWMD BCB. According to Ananta Nath, a new weir will be installed at Vanderbilt Beach Road and the top of gate elevation will be 12.5. The BCB will maintain the upstream water level at 12.5 before, during, and after each storm event by adjusting the gate. He stated the WSWT and control elevation is 12.5 NGVD. The tail water design is elevation 12.5 throughout the computer run. PROPOSED: The storm water management system is 26 +/- acres will drain to the front lake. The control structure will be located in the front lake and discharge to the CR -951 Canal. The overall site percentage of impervious surfaces in the proposed plan is calculated to be 50.38%. LAND USE (29.69 ac) Items Areas % Roof 5.57 18.76% Pavement 2.93 9.87% Drive way 2.71 9.12% pervious= 14.73 ac = 49.62% Concrete /way 1.80 6.07% Lake 1.89 6.37% impervious= 14.96 ac =. 50.38% Preserve 4.15 13.98% Pool 0.06 0.20% Grass /open 10.58 35.64% Total Site 29.69 100% The preliminary 25 -year 3 -day calculations were assumed that the site is one watershed basin; therefore, the total lake volume was used as the site storage volume. OPEN SPACE = 60 %. WATER USE: A water use permit will be obtained from SFWMD for irrigation. DEWATERING: No dewatering planned for the digging of the lakes. Packet Page -3320- 9/24/2013 17.B. --------- CHECKED sy PROJECT N-- 950 Encore Way amw 200-.112 Naples, FL 34110 DRAM BY: CAD RLE NkMF- Phone: (239) 254-2000 VIc!nI-'QV IuMap Sci —� L/—Vlenk HOLE MONTE-3 Florida Certificate of DATE : MiIMT — ITUA Authorization No. 1772 (3/23/m% vidinttv m kul- VINS - SEHE S Packet Page -3321- _! Z = � p C = p U j j Q U m and -amO AuNnoo Hov38 111GUMNVA ---- __- - -b76— — - - -_ Packet Page -3322- L i L 9/24/2013 17.B. .} g N 0 7t a � r � � o 3 �. N I z a J a J aw � F F N W � U � O UJ rL U � D � rL O F N �`OO On Wl'.35, . 3 5, P N� r z o� 0 lit, 9/24/2013 17. B. WATERSHED (26.58 ac) Items Areas Roof 5.57 20.96% Pavement 2.93 11.02% Drive way 2.71 10.19% Concrete /way 1.80 6.78% Lake 1.89 7.11% Preserve 2.46 9.26% Pool 0.06 0.23% Grass /oven 9.16 34.46% Total Site 26.58 100% Proposed entire site: Percent of site pervious = 14.73 ac/ 29.69 ac = 49.62 % Percent of site impervious = 14.96 ac/ 29.69 ac= 50.38 Soil Storage (Lake Side slopes 0.45 ac) 14.4 = average grade = (12.5 + 16.3)/2 12.5 = control elevation 1.9 = storage depth From Chart on page E -3 Figure E -1 1.7 = inches cumulated available storage (1.9 depth to WSWT) 0.03= inches of soil storage (0.45 ac pervious / 29.69 ac total x 1.7 inches) CN = 1000 / (0.03+ 10) = 99.69 Soil Storage (Outer slope perimeter berm 1.43 ac) 14.5 = average grade (12.7 + 16.3)/2 12.5 = control elevation 2.0 = storage depth From Chart on page E -3 Figure E -1 1.8 = inches cumulated available storage (2.0 depth to WSWT) 0.09 = inches of soil storage (1.43 ac pervious / 29.69 ac total x 1.8 inches) CN = 1000 / (0.09 + 10) = 99.14 Packet Page -3323- ,----N Soil Storage (Preserve berm slopes 1.29 ac) 14.4 = average grade (12.5 + 16.3)/2 12.5 = control elevation 1.9 = storage depth From Chart on page E -3 Figure E -1 1.7 = inches cumulated available storage (1.9 depth to WSWT) 0.07 = inches of soil storage (1.29 ac pervious / 29.69 ac total x 1.7 inches) CN = 1000 / (0.07 + 10) = 99.27 Soil Storage (yards 8.7 ac) 16.7 = average grade = (16.3 + 17.1)/2 12.5 = control elevation 4.2 = storage depth side slopes From Chart on page E -3 Figure E -1 8.4 = inches cumulated available storage (4.2 depth to WSWT) 2.46 = inches of soil storage (8.7 ac pervious / 29.69 ac total x 8.4 inches) CN =1000 / (2.46 + 10) = 80.25 SOIL STORAGE SUMMARY Soil Location Area Storagt ac inches Lake side slope 0.45 0.03 Outer side perimeter berm 1.43 0.09 Preserve berms slope 1.29 0.07 Yard 8.70 2.46 Total Pervious Packet Page -3324- 11.87 2.65 9/24/2013 17.B. 9/24/2013 17.B. Water Quality First one inch treatment for the site 29.69 acres Site area (29.69 acres) x 1.0 inches / 12 = 2.47 AF 2.5 Inches x % Impervious (Assumed) = Development site area - (water surface + roof) = 29.69 acres - (1.89 ac + 5.57 ac) = 22.23 acres for water quality pervious /impervious = 22.23 ac - pervious = 22.23 ac - 14.73 ac = 7.5 ac impervious for water quality = 7.5 ac / 22.23 ac = 33.73 % impervious = 2.5 inches x % impervious = 2.5 inches x 0.3373 = 0.84 inches to be treated = inches to be treated x (dev site - lake) = 0.84 inches x (29.69 ac - 1.89 ac) x (1.0 feet /12 inches) = 1.95 ac -ft required detention storage The required volume of storage is = 2.47 Al{ x 150% = 3.71 AF Water quality elevation for entire system starts at control elevation 12.5 The water quality volume is met at elevation 14.4 NGVD (3.71 AF) WATER GUA! I Y 16 r ,o � Fla 4 2 0.00 1.00 200 3.00 4.00 5.00 6.00 7A0 8.00 9.00 10.00 LAKE V OL RVLE (AF) Packet Page -3325- 9/24/2013 17.B. STAGE - STORAGE VOLUMES !AF) Control elevation = 12.5 ELEVATION LAKE PRESERVE SITE TOTAL 12.5 0.00 0.00 0.00 0.00 _ ^13 0.96 0.81 0.00 1.77 14 2.95 2.72 0.00 5.67 15i 5.04 5.01 0.00 10.04 16 7.22 7.66 0.00 14.88 17 9.52 10.67 7.45 27.64 Discharge Allowable 0.15 cfs /acre = allowable discharge per permit SFWMD BCB 4.46 cfs = 0.15 cfs /ac x 29.69 acres Control Structure Bleeder = Rectangular - Notch, Invert Elevation = 12.5 ft NGVD, Top Elevation = 12.75 ft NGVD, Width = 0.58 ft. Weir = Sharp Crested, Crest Elevation = 15 ft NGVD, Length = 1.3 ft. Pipe = Diameter = 24" RCP, Manning's n = 0.012, Length = 80 ft. 'fall Water Info: Per Ananta Nath, SFWMD BCB, the tail water will remain at elevation 12.5 because they will be maintaining that water level by adjusting the weir gate at Vanderbilt Beach Road. Packet Page -3326- 9/24/2013 17.B. Te = Time of Concentration: It was assumed the time of concentration will be 0.78 hours 5 minutes = roof 5 minutes = grass yard 7 minutes = street at 0.5 fps @ 2001f 30 minutes =pipe at 1.2 fps @ 2150 If ------------------------------------------------ 47 minutes = total travel time 0.78 hours = total travel time Summary Computer Run Watershed: 26.58 acres Ground Storage: 2.65 inches Time of concentration: 0.78 h Initial Stage: 12.5 ft NGVD EVENT ELEVATION DISCHARGE 10 years I-days 14.65 0.99 25 years L-dgs 15.84 4.38 100 years 3-days 16.7 0.00 Packet Page -3327- and -emo .k8iNnOO HOV38 1118830NVA 9/24/2013 17.B. Its N;N —I L96 -80 Packet Page - 3328 - � N o 3E o 8 99ppd, E N �H 2 W w a o�z �LL �5 w.;m8` i N� O� J�O Sm 1: All. g y o W y R C > ZQ W I ( o N J R � m me NJ nJ Y1 N N =�= N e yD•1 W W W w U J W f3 a >� 'a 0 R o ^ W J � w� N z N m y o W y R C > ZQ W I ( o N J R � m me NJ nJ Y1 N N =�= N e yD•1 W W W w U J W f3 N_ N • j J 3 � � W a Q Z O iH W (n N W v e 'a 0 R o ^ W J � w� N z N m s N_ N • j J 3 � � W a Q Z O iH W (n N W v e 'a 0 R o ^ W J � w� N m s I 0 n p A65 .I J a N_ N • j J 3 � � W a Q Z O iH W (n N W v e Packet Page -3329' W i- U E- N O h- Z O U W E- Q 9/24/2013 17. B. u 4z z A N Cu CD ¢ X° W 7 N 6 W K u a C) 5 z 0 V `U r L ro N H 6 C O s z _ N m °OO °ti i' C! v 0 O -j GZ E C LL N m p !l1 (D N N Cu m N tp d �'O ._ °'z N Ot D O u Q Cu IL of Cu E 3 7 3 T 6 �q J W o z m is g z a � N � L 3 L) 3 L -k' N w to H o CO U W 0 O O O t^ .-- _ N N M N N N it U om / .0 W ID W m R R R S W O O aZNQ Cu z Cu _ _ S 'a 0 R o ^ W J � w� N m s I 0 n p F U Packet Page -3329' W i- U E- N O h- Z O U W E- Q 9/24/2013 17. B. u 4z z A N Cu CD ¢ X° W 7 N 6 W K u a C) 5 z 0 V `U r L ro N H 6 C O s z _ N m °OO °ti i' C! v 0 O -j GZ E C LL N m p !l1 (D N N Cu m N tp d �'O ._ °'z N Ot D O u Q Cu IL of Cu E 3 7 3 T 6 �q J W o z m is g z a � N � L 3 L) 3 L -k' N w to H o CO U W 0 O O O t^ .-- _ N N M N N N it U om / .0 W ID W m R R R S W O O aZNQ Cu z Cu _ _ S 'a 0 R o ^ W J � w� N Packet Page -3329' W i- U E- N O h- Z O U W E- Q 9/24/2013 17. B. u 4z z A N Cu CD ¢ X° W 7 N 6 W K u a C) 5 z 0 V `U r L ro N H 6 C O s z _ N m °OO °ti i' C! v 0 O -j GZ E C LL N m p !l1 (D N N Cu m N tp d �'O ._ °'z N Ot D O u Q Cu IL of Cu E 3 7 3 T 6 �q J W o z m is g z a � N � L 3 L) 3 L -k' N w to H o CO U W 0 O O O t^ .-- _ N N M N N N it U om / .0 W ID W m R R R S W O O aZNQ Cu z Cu _ _ S ir ill Packet Page -3330- 9/24/2013 17.B. Cascade 2001 Version 1.0 File: sonial0 Date: June 21, 2006 9/24/2013 17.B. Page 1 Project Name: Boxwood Reviewer: Sonia Project Number: 2004112 Period Begin: Jun 21, 2006;0000 hr End: Jul 12, 2006;0000 hr Duration: 504 hr Time Step: 0.2 hr, Iterations: 40 Basin 1: basin -1 Method: Santa Barbara Unit Hydrograph Rainfall Distribution: SFWMD - 24 hr Design Frequency: 10 year 1 Day Rainfall: 6.7 inches Area: 26.58 acres Ground Storage: 2.65 inches Time of Concentration: 0.78 hours Initial Stage: 12.5 ft NGVD Stage Storage (ft NGVD) (acre -ft) - - - - -- --- - - - - -- 12.50 --- 0.00 13.00 1.77 14.00 5.67 15.00 10.04 16.00 14.88 17.00 27.64 Offsite Receiving Body: Offsitel Time Stage (hr) (ft NGVD) --- - - - - -- --- - - - - -- 0.00 12.50 600.00 12.50 Structure: 1 From Basin: basin -1 To Basin: Offsitel Structure Type: Gravity Weir: Sharp Crested, Crest Elev = 15 ft NGVD, Length = 1.3 ft Bleeder: Rect- Notch, Invert Elev = 12.5 ft NGVD, Top Elev = 12,.75 ft NGVD Width = 0.58 ft Default Coefs: Weir Coef = 3.13, Orifice Coef = 0.6 Pipe: Diameter = 2 ft, Manning's n = 0.012, Length = 80 ft US Invert Elev = 6 ft NGVD, DS Invert Elev = 6 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 12.50 12.50 1.00 0.07 0.00 0.00 0.00 12.50 12.50 2.00 0.13 0.00 0.00 0.00 12.50 12.50 3.00 0.21 0.00 0.00 0.00 12.50 12.50 4.00 0.30 0.00 0.00 0.00 12.50 12.50 5.00 0.42 0.00 0.00 0.00 12.50 12.50 6.00 0.56 0.01 0.00 0.00 12.50 12.50 7.00 0.72 0.29 0.00 0.00 12.50 12.50 8.00 0.92 0.83 0.00 0.00 12.52 12.50 9.00 1.15 1.59 0.02 0.00 12.54 12.50 10.00 1.43 2.67 0.05 0.00 12.59 12.50 11.00 1.80 4.57 0.13 0.01 12.67 12.50 12.00 4.40 46.88 0.46 0.04 13.06 12.50 13.00 5.14 24.16 0.75 0.09 13.78 12.50 14.00 5.48 12.31 0.85 0.16 14.12 12.50 15.00 5.70 7.01 0.90 0.23 14.26 12.50 Packet Page -3331- 9/24/2013 17.B. Cascade 2001 Version 1.0 File: sonial0 Date: June 21, 2006 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) 16.00 5.90 5.40 0.92 0.31 14.37 12.50 17.00 6.02 3.58 0.94 0.38 14.44 12.50 18.00 6.14 3.09 0.95 0.46 14.48 12.50 19.00 6.26 2.95 0.96 0.54 14.52 12.50 20.00 6.38 2.92 0.97 0.62 14.56 12.50 21.00 6.46 2.22 0.98 0.70 14.59 12.50 22.00 6.54 2.03 0.98 0.78 14.61 12.50 23.00 6.62 1.97 0.99 0.86 14.63 12.50 24.00 6.70 1.96 0.99 0.95 14.65 12.50 25.00 6.70 0.54 0.99 1.03 14.65 12.50 26.00 6.70 0.15 0.99 1.11 14.64 12.50 27.00 6.70 0.04 0.99 1.19 14.62 12.50 28.00 6.70 0.01 0.98 1.27 14.60 12.50 29.00 6.70 0.00 0.98 1.35 14.58 12.50 30.00 6.70 0.00 0.97 1.43 14.56 12.50 31.00 6.70 0.00 0.97 1.51 14.54 12.50 32.00 6.70 0.00 0.96 1.59 14.53 12.50 33.00 6.70 0.00 0.96 1.67 14.51 12.50 34.00 6.70 0.00 0.95 1.75 14.49 12.50 35.00 6.70 0.00 0.95 1.83 14.47 12.50 36.00 6.70 0.00 0.94 1.91 14.45 12.50 37.00 6.70 0.00 0.94 1.99 14.44 12.50 38.00 6.70 0.00 0.94 2.06 14.42 12.50 39.00 6.70 0.00 0.93 2.14 14.40 12.50 40.00 6.70 0.00 0.93 2.22 14.38 12.50 41.00 6.70 0.00 0.92 2.29 14.37 12.50 42.00 6.70 0.00 0.92 2.37 14.35 12.50 43.00 6.70 0.00 0.91 2.45 14.33 12.50 44.00 6.70 0.00 0.91 2.52 14.31 12.50 45.00 6.70 0.00 0.90 2.60 14.30 12.50 46.00 6.70 0.00 0.90 2.67 14.28 12.50 47.00 6.70 0.00 0.89 2.74 14.26 12.50 48.00 6.70 0.00 0.89 2.82 14.25 12.50 49.00 6.70 0.00 0.88 2.89 14.23 12.50 50.00 6.70 0.00 0.88 2.96 14.21 12.50 51.00 6.70 0.00 0.88 3.04 14.20 12.50 52.00 6.70 0.00 0.87 3.11 14.18 12.50 53.00 6.70 0.00 0.87 3.18 14.16 12.50 54.00 6.70 0.00 0.86 3.25 14.15 12.50 55.00 6.70 0.00 0.86 3.32 14.13 12.50 56.00 6.70 0.00 0.85 3.39 14.11 12.50 57.00 6.70 0.00 0.85 3.46 14.10 12.50 58.00 6.70 0.00 0.84 3.53 14.08 12.50 59.00 6.70 0.00 0.84 3.60 14.07 12.50 60.00 6.70 0.00 0.83 3.67 14.05 12.50 61.00 6.70 0.00 0.83 3.74 14.04 12.50 62.00 6.70 0.00 0.82 3.81 14.02 12.50 63.00 6.70 0.00 0.82 3.88 14.00 12.50 64.00 6.70 0.00 0.81 3.94 13.99 12.50 65.00 6.70 0.00 0.81 4.01 13.97 12.50 66.00 6.70 0.00 0.80 4.08 13.95 12.50 67.00 6.70 0.00 0.80 4.14 13.94 12.50 68.00 6.70 0.00 0.79 4.21 13.92 12.50 69.00 6.70 0.00 0.79 4.28 13.90 12.50 70.00 6.70 0.00 0.78 4.34 13.89 12.50 71.00 6.70 0.00 0.78 4.41 13.87 12.50 72.00 6.70 0.00 0.77 4.47 13.85 12.50 73.00 6.70 0.00 0.77 4.53 13.84 12.50 74.00 6.70 0.00 0.76 4.60 13.82 12.50 75.00 6.70 0.00 0.76 4.66 13.80 12.50 i� 76.00 6.70 0.00 0.75 4.72 13.79 12.50 77.00 6.70 0.00 0.75 4.78 13.77 12.50 78.00 6.70 0.00 0.74 4.84 13.76 12.50 79.00 6.70 0.00 0.74 4.91 13.74 12.50 80.00 6.70 0.00 0.73 4.97 13.72 12.50 81.00 6.70 0.00 0.73 5.03 13.71 12.50 Packet Page -3332- Cascade 2001 Version 1.0 File: sonial0 Date: June 21, 2006 9/24/2013 1 7. B. Page 3 Packet Page -3333- 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) 82.00 6.70 0.00 0.72 5.09 13.69 12.50 83.00 6.70 0.00 0.72 5.15 13.68 12.50 84.00 6.70 0.00 0.71 5.21 13.66 12.50 85.00 6.70 0.00 0.71 5.26 13.65 12.50 86.00 6.70 0.00 0.70 5.32 13.63 12.50 87.00 6.70 0.00 0.70 5.38 13.62 12.50 88.00 6.70 0.00 0.69 5.44 13.60 12.50 89.00 6.70 0.00 0.69 5.49 13.59 12.50 90.00 6.70 0.00 0.68 5.55 13.58 12.50 91.00 6.70 0.00 0.68 5.61 13.56 12.50 92.00 6.70 0.00 0.67 5.66 13.55 12.50 93.00 6.70 0.00 0.67 5.72 13.53 12.50 94.00 6.70 0.00 0.66 5.77 13.52 12.50 95.00 6.70 0.00 0.65 5.83 13.50 12.50 96.00 6.70 0.00 0.65 5.88 13.49 12.50 97.00 6.70 0.00 0.64 5.93 13.48 12.50 98.00 6.70 0.00 0.64 5.99 13.46 12.50 99.00 6.70 0.00 0.63 6.04 13.45 12.50 100.00 6.70 0.00 0,63 6.09 13.44 12,50 101.00 6.70 0.00 0.62 6.14 13.42 12.50 102.00 6.70 0.00 0.62 6.19 13.41 12.50 103.00 6.70 0.00 0.61 6.24 13.40 12.50 104.00 6.70 0.00 0.61 6.30 13.38 12.50 105.00 6.70 0.00 0.60 6.35 13.37 12.50 106.00 6.70 0.00 0.60 6.39 13.36 12.50 107.00 6.70 0.00 0.59 6.44 13.35 12.50 108.00 6.70 0.00 0.59 6.49 13.33 12.50 109.00 6.70 0.00 0.58 6.54 13.32 12.50 110.00 6.70 0.00 0.58 6.59 13.31 12.50 111.00 6.70 0.00 0.57 6.64 13.30 12.50 112.00 6.70 0.00 0.57 6.68 13.28 12.50 113.00 6.70 0.00 0.56 6.73 13.27 12.50 114.00 6.70 0.00 0.56 6.78 13.26 12.50 115.00 6.70 0.00 0.55 6.82 13.25 12.50 116.00 6.70 0.00 0.55 6.87 13.24 12.50 117.00 6.70 0.00 0.54 6.91 13.23 12.50 118.00 6.70 0.00 0.54 6.96 13.21 12.50 119.00 6.70 0.00 0.53 7.00 13.20 12.50 120.00 6.70 0.00 0.53 7.04 13.19 12.50 121.00 6.70 0.00 0.52 7.09 13.18 12.50 122.00 6.70 0.00 0.52 7.13 13.17 12.50 123.00 6,70 0.00 0.51 7.17 13.16 12.50 124.00 6.70 0.00 0.50 7.21 13.15 12.50 125.00 6.70 0.00 0.50 7.26 13.14 12.50 126.00 6.70 0.00 0.49 7.30 13.13 12.50 127,00 6.70 0.00 0.49 7.34 13.12 12.50 128.00 6.70 0.00 0.48 7.38 13.11 12.50 129.00 6.70 0.00 0.48 7.42 13.10 12.50 130.00 6.70 0.00 0.47 7.46 13.09 12.50 131.00 6.70 0.00 0.47 7.50 13.08 12.50 132.00 6.70 0.00 0.46 7.53 13.07 12.50 133.00 6.70 0.00 0.46 7.57 13.06 12.50 134.00 6.70 0.00 0.45 7.61 13.05 12.50 135.00 6.70 0.00 0.45 7.65 13.04 12.50 136.00 6.70 0.00 0.44 7.68 13.03 12.50 137.00 6.70 0.00 0.44 7.72 13.02 12.50 138.00 6.70 0.00 0.43 7.76 13.01 12.50 139.00 6.70 0.00 0.43 7.79 13.00 12.50 140.00 6.70 0.00 0.42 7.83 12.99 12.50 141.00 6.70 0.00 0.42 7.86 12.98 12.50 142.00 6.70 0.00 0.41 7.90 12.97 12.50 143.00 6.70 0.00 0.40 7.93 12.96 12.50 144.00 6.70 0.00 0.40 7.96 12.95 12.50 145.00 6.70 0.00 0.39 8.00 12.94 12.50 146.00 6.70 0.00 0.39 8.03 12.93 12.50 147.00 6.70 0.00 0.38 8.06 12.92 12.50 Packet Page -3333- Cascade 2001 Version 1.0 File: sonial0 Date: June 21, 2006 9/24/2013 1 7. B. Page 4 Packet Page -3334- 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) 148.00 6.70 -- 0.00 ------------------------------------------------ 0.38 8.09 12.92 12.50 149.00 6.70 0.00 0.37 8.12 12.91 12.50 150.00 6.70 0.00 0.36 8.15 12.90 12.50 151.00 6.70 0.00 0.36 8.18 12.89 12.50 152.00 6.70 0.00 0.35 8.21 12.88 12.50 153.00 6.70 0.00 0.35 8.24 12.87 12.50 154.00 6.70 0.00 0.34 8.27 12.87 12.50 155.00 6.70 0.00 0.34 8.30 12.86 12.50 156.00 6.70 0.00 0.33 8.32 12.85 12.50 157.00 6.70 0.00 0.33 8.35 12.84 12.50 158.00 6.70 0.00 0.32 8.38 12.83 12.50 159.00 6.70 0.00 0.31 8.40 12.83 12.50 160.00 6.70 0.00 0.31 8.43 12.82 12.50 161.00 6.70 0.00 0.30 8.45 12.81 12.50 162.00 6.70 0.00 0.30 8.48 12.81 12.50 163.00 6.70 0.00 0.29 8.50 12.80 12.50 164.00 6.70 0.00 0.29 8.53 12.79 12.50 165.00 6.70 0.00 0.28 B.55 12.79 12.50 166.00 6.70 0.00 0.27 8.57 12.78 12.50 167.00 6.70 0.00 0.27 8.60 12.77 12.50 168.00 6.70 0.00 0.26 8.62 12.77 12.50 169.00 6.70 0.00 0.26 8.64 12.76 12.50 170.00 6.70 0.00 0.25 8.66 12.75 12.50 171.00 6.70 0.00 0.23 8.68 12.75 12.50 172.00 6.70 0.00 0.22 8.70 12.74 12.50 173.00 6.70 0.00 0.21 8.72 12 -74 12.50 174.00 6.70 0.00 0.21 8.73 12.73 12.50 ^ 175.00 6.70 0.00 0.20 8.75 12.73 12.50 176.00 6.70 0.00 0.19 8.77 12.72 12.50 177.00 6.70 0.00 0.19 8.78 12.72 12.50 178.00 6.70 0.00 0.18 8.80 12.72 12.50 179.00 6.70 0.00 0.18 8.81 12.71 12.50 180.00 6.70 0.00 0.17 8.83 12.71 12.50 181.00 6.70 0.00 0.17 8.84 12.70 12.50 182.00 6.70 0.00 0.16 8.85 12.70 12.50 183.00 6.70 0.00 0.16 8.87 12.70 12.50 184.00 6.70 0.00 0.15 8.88 12.69 12.50 185.00 6.70 0.00 0.15 8.89 12.69 12.50 186.00 6.70 0.00 0.14 8.90 12.69 12.50 187.00 6.70 0.00 0.14 8.92 12.68 12.50 188.00 6.70 0.00 0.14 8.93 12.68 12.50 189.00 6.70 0.00 0.13 8.94 12.68 12.50 190.00 6.70 0.00 0.13 8.95 12.67 12.50 191.00 6.70 0.00 0.13 8.96 12.67 12.50 192.00 6.70 0.00 0.12 8.97 12.67 12.50 193.00 6.70 0.00 0.12 8.98 12.66 12.50 194.00 6.70 0.00 0.12 8.99 12.66 12.50 195.00 6.70 0.00 0.11 9.00 12.66 12.50 196.00 6.70 0.00 0.11 9.01 12.66 12.50 197.00 6.70 0.00 0.11 9.02 12.65 12.50 198.00 6.70 0.00 0.11 9.03 12.65 12.50 199.00 6.70 0.00 0.10 9.04 12.65 12.50 200.00 6.70 0.00 0.10 9.04 12.65 12.50 201.00 6.70 0.00 0.10 9.05 12.64 12.50 202.00 6.70 0.00 0.10 9.06 12.64 12.50 203.00 6.70 0.00 0.09 9.07 12.64 12.50 204.00 6.70 0.00 0.09 9.08 12.64 12.50 205.00 6.70 0.00 0.09 9.08 12.63 12.50 206.00 6.70 0.00 0.09 9.09 12.63 12.50 207.00 6.70 0.00 0.09 9.10 12.63 12.50 ^ 208.00 6.70 0.00 0.08 9.10 12.63 12.50 209.00 6.70 0.00 0.08 9.11 12.63 12.50 210.00 6.70 0.00 0.08 9.12 12.62 12.50 211.00 6.70 0.00 0.08 9.12 12.62 12.50 212.00 6.70 0.00 0.08 9.13 12.62 12.50 213.00 6.70 0.00 0.07 9.14 12.62 12.50 Packet Page -3334- Cascade 2001 Version 1.0 File: sonial0 Date: June 21, 2006 9/24/2013 17.B. Page 5 Cumulative Instant Current Cumulative Head Water Tail Water Time Rainfall Runoff Discharge Discharge Stage Stage (hr) (in) (cfs) (cfs) = = == (acre -ft) (ft --------------- =- -9 -14- NGVD) (ft - NGVD) __ 214 00======== 6= 70======== o= oo======== 0= 07 12.62 12.50 215.00 6.70 0.00 0.07 9.15 12.62 12.50 216.00 6.70 0.00 0.07 9.15 12.61 12.50 217.00 6.70 0.00 0.07 9.16 12.61 12.50 218.00 6.70 0.00 0.07 9.17 12.61 12.50 219.00 6.70 0.00 0.07 9.17 12.61 12.50 220.00 6.70 0.00 0.06 9.18 12.61 12.50 221.00 6.70 0.00 0.06 9.18 12.61 12.50 222.00 6.70 0.00 0.06 9.19 12.61 12.50 223.00 6.70 0.00 0.06 9.19 12.60 12.50 224.00 6.70 0.00 0.06 9.20 12.60 12.50 225.00 6.70 0.00 0.06 9.20 12.60 12.50 226.00 6.70 0.00 0.06 9.21 12.60 12.50 227.00 6.70 0.00 0.06 9.21 12.60 12.50 228.00 6.70 0.00 0.05 9.22 12.60 12.50 229.00 6.70 0.00 0.05 9.22 12.60 12.50 230.00 6.70 0.00 0.05 9.22 12.59 12.50 231.00 6.70 0.00 0.05 9.23 12.59 12.50 232.00 6.70 0.00 0.05 9.23 12.59 12.50 233.00 6.70 0.00 0.05 9.24 12.59 12.50 234.00 6.70 0.00 0.05 9.24 12.59 12.50 235.00 6.70 0.00 0.05 9.25 12.59 12.50 236.00 6.70 0.00 0.05 9.25 12.59 12.50 237.00 6.70 0.00 0.05 9.25 12.59 12.50 238.00 6.70 0.00 0.05 9.26 12.59 12.50 239.00 6.70 0.00 0.04 9.26 12.58 12.50 240.00 6.70 0.00 0.04 9.26 12.58 12.50 241.00 6.70 0.00 0.04 9.27 12.58 12.50 242.00 6.70 0.00 0.04 9.27 12.58 12.50 243.00 6.70 0.00 0.04 9.28 12.58 12.50 244.00 6.70 0.00 0.04 9.28 12.58 12.50 245.00 6.70 0.00 0.04 9.28 12.58 12.50 246.00 6.70 0.00 0.04 9.28 12.58 12.50 247.00 6.70 0.00 0.04 9.29 12.58 12.50 248.00 6.70 0.00 0.04 9.29 12.58 12.50 249.00 6.70 0.00 0.04 9.29 12.57 12.50 250.00 6.70 0.00 0.04 9.30 12.57 12.50 251.00 6.70 0.00 0.04 9.30 12.57 12.50 252.00 6.70 0.00 0.04 9.30 12.57 12.50 253.00 6.70 0.00 0.03 9.31 12.57 12.50 254.00 6.70 0.00 0.03 9.31 12.57 12.50 255.00 6.70 0.00 0.03 9.31 12.57 12.50 256.00 6.70 0.00 0.03 9.31 12.57 12.50 257.00 6.70 0.00 0.03 9.32 12.57 12.50 258.00 6.70 0.00 0.03 9.32 12.57 12.50 259.00 6.70 0.00 0.03 9.32 12.57 12.50 260.00 6.70 0.00 0.03 9.33 12.57 12.50 261.00 6.70 0.00 0.03 9.33 12.57 12.50 262.00 6.70 0.00 0.03 9.33 12.56 12.50 263.00 6.70 0.00 0.03 9.33 12.56 12.50 264.00 6.70 0.00 0.03 9.33 12.56 12.50 265.00 6.70 0.00 0.03 9.34 12.56 12.50 266.00 6.70 0.00 0.03 9.34 12.56 12.50 267.00 6.70 0.00 0.03 9.34 12.56 12.50 268.00 6.70 0.00 0.03 9.34 12.56 12.50 269.00 6.70 0.00 0.03 9.35 12.56 12.50 270.00 6.70 0.00 0.03 9.35 12.56 12.50 271.00 6.70 0.00 0.03 9.35 12.56 12.50 272.00 6.70 0.00 0.03 9.35 12.56 12.50 273.00 6.70 0.00 0.03 9.35 12.56 12.50 12.50 274.00 6.70 0.00 0.02 9.36 9.36 12.56 12.56 12.50 275.00 6.70 0.00 0.02 0.02 9.36 12.56 12.50 276.00 6.70 0.00 0.02 9.36 12.56 12.50 277.00 6.70 0.00 0.00 0.02 9.36 12.55 12.50 278.00 6.70 0.00 0.02 9.37 12.55 12.50 279.00 6.70 Packet Page -3335- Cascade 2001 Version 1.0 File: sonial0 Date: June 21, 2006 9/24/2013 17.B. Page 6 100\ 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) --------------------------------------------------- 280.00 6.70 0.00 0.02 9.37 12.55 12.50 281.00 6.70 0.00 0.02 9.37 12.55 12.50 282.00 6.70 0.00 0.02 9.37 12.55 12.50 283.00 6.70 0.00 0.02 9.37 12.55 12.50 284.00 6.70 0.00 0.02 9.38 12.55 12.50 285.00 6.70 0.00 0.02 9.38 12.55 12.50 286.00 6.70 0.00 0.02 9.38 12.55 12.50 287.00, 6.70 0.00 0.02 9.38 12.55 12.50 288.00 6.70 0.00 0.02 9.38 12.55 12.50 289.00 6.70 0.00 0.02 9.38 12.55 12.50 290.00 6.70 0.00 0.02 9.39 12.55 12.50 291.00 6.70 0.00 0.02 9.39 12.55 12.50 292.00 6.70 0.00 0.02 9.39 12.55 12.50 293.00 6.70 0.00 0.02 9.39 12.55 12.50 294.00 6.70 0.00 0.02 9.39 12.55 12.50 295.00 6.70 0.00 0.02 9.39 12.55 12.50 296.00 6.70 0.00 0.02 9.40 12.55 12.50 297.00 6.70 0.00 0.02 9.40 12.55 12.50 298.00 6.70 0.00 0.02 9.40 12.55 12.50 299.00 6.70 0.00 0.02 9.40 12.54 12.50 300.00 6.70 0.00 0.02 9.40 12.54 12.50 301.00 6.70 0.00 0.02 9.40 12.54 12.50 302.00 6.70 0.00 0.02 9.40 12.54 12.50 303.00 6.70 0.00 0.02 9.41 12.54 12.50 304.00 6.70 0.00 0.02 9.41 12.54 12.50 305.00 6.70 0.00 0.02 9.41 12.54 12.50 306.00 6.70 0.00 0.02 9.41 12.54 12.50 307.00 6.70 0.00 0.02 9.41 12.54 12.50 308.00 6.70 0.00 0.02 9.41 12.54 12.50 309.00 6.70 0.00 0.02 9.41 12.54 12.50 310.00 6.70 0.00 0.01 9.41 12.54 12.50 311.00 6.70 0.00 0.01 9.42 12.54 12.50 312.00 6.70 0.00 0.01 9.42 12.54 12.50 313.00 6.70 0.00 0.01 9.42 12.54 12.50 314.00 6.70 0.00 0.01 9.42 12.54 12.50 315.00 6.70 0.00 0.01 9.42 12.54 12.50 316.00 6.70 -0.00 0.01 9.42 12.54 12.50 317.00 6.70 0.00 0.01 9.42 12.54 12.50 318.00 6.70 0.00 0.01 9.42 12.54 12.50 319.00 6.70 0.00 0.01 9.42 12.54 12.50 320.00 6.70 0.00 0.01 9.43 12.54 12.50 321.00 6.70 0.00 0.01 9.43 12.54 12.50 322.00 6.70 0.00 0.01 9.43 12.54 12.50 323.00 6.70 0.00 0.01 9.43 12.54 12.50 324.00 6.70 0.00 0.01 9.43 12.54 12.50 325.00 6.70 0.00 0.01 9.43 12.54 12.50 326.00 6.70 0.00 0.01 9.43 12.54 12.50 327.00 6.70 0.00 0.01 9.43 12.54 12.50 328.00 6.70 0.00 0.01 9.43 12.54 12.50 329.00 6.70 0.00 0.01 9.44 12.53 12.50 330.00 6.70 0.00 0.01 9.44 12.53 12.50 331.00 6.70 0.00 0.01 9.44 12.53 12.50 332.00 6.70 0.00 0.01 9.44 12.53 12.50 333.00 6.70 0.00 0.01 9.44 12.53 12.50 334.00 6.70 0.00 0.01 9.44 12.53 12.50 335.00 6.70 0.00 0.01 9.44 12.53 12.50 336.00 6.70 0.00 0.01 9.44 12.53 12.50 337.00 6.70 0.00 0.01 9.44 12.53 12.50 338.00 6.70 0.00 0.01 9.44 12.53 12.50 339.00 6.70 0.00 0.01 9.44 12.53 12.50 340.00 6.70 0.00 0.01 9.45 12.53 12.50 341.00 6.70 0.00 0.01 9.45 12.53 12.50 342.00 6.70 0.00 0.01 9.45 12.53 12.50 343.00 6.70 0.00 0.01 9.45 12.53 12.50 344.00 6.70 0.00 0.01 9.45 12.53 12.50 345.00 6.70 0.00 0.01 9.45 12.53 12.50 Packet Page -3336- Cascade 2001 Version 1.0 File: sonial0 Date: June 21, 2006 9/24/2013 17.B. Page 7 Packet Page -3337- 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) ----------------------------------------------------- 346.00 6.70 0.00 0.01 9.45 12.53 12.50 347.00 6.70 0.00 0.01 9.45 12.53 12.50 348.00 6.70 0.00 0.01 9.45 12.53 12.50 349.00 6.70 0.00 0.01 9.45 12.53 12.50 350.00 6.70 0.00 0.01 9.45 12.53 12.50 351.00 6.70 0.00 0.01 9.45 12.53 12.50 352.00 6.70 0.00 0.01 9.45 12.53 12.50 353.00 6.70 0.00 0.01 9.46 12.53 12.50 354.00 6.70 0.00 0.01 9.46 12.53 12.50 355.00 6.70 0.00 0.01 9.46 12.53 12.50 356.00 6.70 0.00 0.01 9.46 12.53 12.50 357.00 6.70 0.00 0.01 9.46 12.53 12.50 358.00 6.70 0.00 0.01 9.46 12.53 12.50 359.00 6.70 0.00 0.01 9.46 12.53 12.50 360.00 6.70 0.00 0.01 9.46 12.53 12.50 361.00 6.70 0.00 0.01 9.46 12.53 12.50 362.00 6.70 0.00 0.01 9.46 12.53 12.50 363.00 6.70 0.00 0.01 9.46 12.53 12.50 364.00 6.70 0.00 0.01 9.46 12.53 12.50 365.00 6.70 0.00 0.01 9.46 12.53 12.50 366.00 6.70 0.00 0.01 9.46 12.53 12.50 367.00 6.70 0.00 0.01 9.47 12.53 12.50 368.00 6.70 0.00 0.01 9.47 12.53 12.50 369.00 6.70 0.00 0.01 9.47 1.2.53 12.50 370.00 6.70 0.00 0.01 9.47 12.53 12.50 371.00 6.70 0.00 0.01 9.47 12.53 12.50 372.00 6.70 0.00 0.01 9.47 12.53 12.50 373.00 6.70 0.00 0.01 9.47 12.53 12.50 r� 374.00 6.70 0.00 0.01 9.47 12.53 12.50 375.00 6.70 0.00 0.01 9.47 12.52 12.50 376.00 6.70 0.00 0.01 9.47 12.52 12.50 377.00 6.70 0.00 0.01 9.47 12.52 12.50 378.00 6.70 0.00 0.01 9.47 12.52 12.50 379.00 6.70 0.00 0.01 9.47 12.52 12.50 380.00 6.70 0.00 0.01 9.47 12.52 12.50 381.00 6.70 0.00 0.01 9.47 12.52 12.50 382.00 6.70 0.00 0.01 9.47 12.52 12.50 383.00 6.70 0.00 0.01 9.47 12.52 12.50 384.00 6.70 0.00 0.01 9.48 12.52 12.50 385.00 6.70 0.00 0.01 9.48 12.52 12.50 386.00 6.70 0.00 0.01 9.48 12.52 12.50 387.00 6.70 0.00 0.01 9.48 12.52 12.50 388.00 6.70 0.00 0.01 9.48 12.52 12.50 389.00 6.70 0.00 0.01 9.48 12.52 12.50 390.00 6.70 0.00 0.01 9.48 12.52 12.50 391.00 6.70 0.00 0.01 9.48 12.52 12.50 392.00 6.70 0.00 0.01 9.48 12.52 12.50 393.00 6.70 0.00 0.01 9.48 12.52 12.50 394.00 6.70 0.00 0.01 9.48 12.52 12.50 395.00 6.70 0.00 0.01 9.48 12.52 12.50 396.00 6.70 0.00 0.01 9.48 12.52 12.50 397.00 6.70 0.00 0.01 9.48 12.52 12.50 398.00 6.70 0.00 0.01 9.48 12.52 12.50 399.00 6.70 0.00 0.01 9.48 12.52 12.50 400.00 6.70 0.00 0.01 9.48 12.52 12.50 401.00 6.70 0.00 0.01 9.48 12.52 12.50 402.00 6.70 0.00 0.01 9.48 12.52 12.50 403.00 6.70 0.00 0.01 9.48 12.52 12.50 404.00 6.70 0.00 0.01 9.49 12.52 12.50 405.00 6.70 0.00 0.01 9.49 12.52 12.50 406.00 6.70 0.00 0.01 9.49 12.52 12.50 407.00 6.70 0.00 0.01 9.49 12.52 12.50 408.00 6.70 0.00 0.01 9.49 12.52 12.50 409.00 6.70 0.00 0.01 9.49 12.52 12.50 410.00 6.70 0.00 0.01 9.49 12.52 12.50 411.00 6.70 0.00 0.01 9.49 12.52 12.50 Packet Page -3337- 9/24/2013 17.B. Cascade 2001 Version 1.0 File: sonial0 Date: June 21, 2006 Page 8 Packet Page -3338- 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) 412.00 6.70 0.00 0.01 9.49 12.52 12.50 413.00 6.70 0.00 0.01 9.49 12.52 12.50 414.00 6.70 0.00 0.00 9.49 12.52 12.50 415.00 6.70 0.00 0.00 9.49 12.52 12.50 416.00 6.70 0.00 0.00 9.49 12.52 12.50 417.00 6.70 0.00 0.00 9.49 12.52 12.50 418.00 6.70 0.00 0.00 9.49 12.52 12.50 419.00 6.70 0.00 0.00 9.49 12.52 12.50 420.00 6.70 0.00 0.00 9.49 12.52 12.50 421.00 6.70 0.00 0.00 9.49 12.52 12.50 422.00 6.70 0.00 0.00. 9.49 12.52 12.50 423.00 6.70 0.00 0.00 9.49 12.52 12.50 424.00 6.70 0.00 0.00 9.49 12.52 12.50 425.00 6.70 0.00 0.00 9.49 12.52 12.50 426.00 6.70 0.00 0.00 9.49 12.52 12.50 427.00 6.70 0.00 0.00 9.49 12.52 12.50 428.00 6.70 0.00 0.00 9.49 12.52 12.50 429.00 6.70 0.00 0.00 9.50 12.52 12.50 430.00 6.70 0.00 0.00 9.50 12.52 12.50 431.00 6.70 0.00 0.00 9.50 12.52 12.50 432.00 6.70 0.00 0.00 9.50 12.52 12.50 433.00 6.70 0.00 0.00 9.50 12.52 12.50 434.00 6.70 0.00 0.00 9.50 12.52 12.50 435.00 6.70 0.00 0.00 9.50 12.52 12.50 436.00 6.70 0.00 0.00 9.50 12.52 12.50 437.00 6.70 0.00 0.00 9.50 12.52 12.50 438.00 6.70 0.00 0.00 9.50 12.52 12.50 439.00 6.70 0.00 0.00 9.50 12.52 12.50 440.00 6.70 0.00 0.00 9.50 12.52 12.50 441.00 6.70 0.00 0.00 9.50 12.52 12.50 442.00 6.70 0.00 0.00 9.50 12.52 12.50 443.00 6.70 0.00 0.00 9.50 12.52 12.50 444.00 6.70 0.00 0.00 9.50 12.52 12.50 445.00 6.70 0.00 0.00 9.50 12.52 12.50 446.00 6.70 0.00 0.00 9.50 12.52 12.50 447.00 6.70 0.00 0.00 9.50 12.52 12.50 448.00 6.70 0.00 0.00 9.50 12.52 12.50 449.00 6.70 0.00 0.00 9.50 12.52 12.50 450.00 6.70 0.00 0.00 9.50 12.52 12.50 451.00 6.70 0.00 0.00 9.50 12.52 12.50 452.00 6.70 0.00 0.00 9.50 12.52 12.50 453.00 6.70 0.00 0.00 9.50 12.52 12.50 454.00 6.70 0.00 0.00 9.50 12.52 12.50 455.00 6.70 0.00 0.00 9.50 12.52 12.50 456.00 6.70 0.00 0.00 9.50 12.52 12.50 457.00 6.70 0.00 0.00 9.50 12.52 12.50 458.00 6.70 0.00 0.00 9.50 12.52 12.50 459.00 6.70 0.00 0.00 9.50 12.52 12.50 460.00 6.70 0.00 0.00 9.51 12.52 12.50 461.00 6.70 0.00 0.00 9.51 12.52 12.50 462.00 6.70 0.00 0.00 9.51 12.51 12.50 463.00 6.70 0.00 0.00 9.51 12.51 12.50 464.00 6.70 0.00 0.00 9.51 12.51 12.50 465.00 6.70 0.00 0.00 9.51 12.51 12.50 466.00 6.70 0.00 0.00 9.51 12.51 12.50 467.00 6.70 0.00 0.00 9.51 12.51 12.50 468.00 6.70 0.00 0.00 9.51 12.51 12.50 469.00 6.70 0.00 0.00 9.51 12.51 12.50 470.00 6.70 0.00 0.00 9.51 12.51 12.50 471.00 6.70 0.00 0.00 9.51 12.51 12.50 472.00 6.70 0.00 0.00 9.51 12.51 12.50 473.00 6.70 0.00 0.00 9.51 12.51 12.50 474.00 6.70 0.00 0.00 9.51 12.51 12.50 475.00 6.70 0.00 0.00 9.51 12.51 12.50 476.00 6.70 0.00 0.00 9.51 12.51 12.50 477.00 6.70 0.00 0.00 9.51 12.51 12.50 Packet Page -3338- Cascade 2001 Version 1.0 File: sonial0 Date: June 21, 2006 9/24/2013 17.B. Page 9 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) - 478.00 6.70 0.00 0.00 9.51 12.51 12.50 479.00 6.70 0.00 0.00 9.51 12.51 12.50 480.00 6.70 0.00 0.00 9.51 12.51 12.50 481.00 6.70 0.00 0.00 9.51 12.51 12.50 482.00 6.70 0.00 0.00 9.51 12.51 12.50 483.00 6.70 0.00 0.00 9.51 12.51 12.50 484.00 6.70 0.00 0.00 9.51 12.51 12.50 485.00 6.70 0.00 0.00 9.51 12.51 12.50 486.00 6.70 0.00 0.00 9.51 12.51 12.50 487.00 6.70 0.00 0.00 9.51 12.51 12.50 488.00 6.70 0.00 0.00 9.51 12.51 12.50 489.00 6.70 0.00 0.00 9.51 12.51 12.50 490.00 6.70 0.00 0.00 9.51 12.51 12.50 491.00 6.70 0.00 0.00 9.51 12.51 12.50 492.00 6.70 0.00 0.00 9.51 12.51 12.50 493.00 6.70 0.00 0.00 9.51 12.51 12.50 494.00 6.70 0.00 0.00 9.51 12.51 12.50 495.00 6.70 0.00 0.00 9.51 12.51 12.50 496.00 6.7D 0.00 0.00 9.51 12.51 12.50 497.00 6.70 0.00 0.00 9.51 12.51 12.50 498.00 6.70 0.00 0.00 9.51 12.51 12.50 499.00 6.70 0.00 0.00 9.51 12.51 12.50 500.00 6.70 0.00 0.00 9.51 12.51 12.50 501.00 6.70 0.00 0.00 9.51 12.51 12.50 502.00 6.70 0.00 0.00 9.52 12.51 12.50 503.00 6.70 0.00 0.00 9.52 12.51 12.50 504.00 6.70 0.00 0.00 9.52 12.51 12.50 STRUCTURE MAXIMUM AND MINIMUM DISCHARGES --------------------- Struc Max (cfs) Time (hr) Min (cfs) Time (hr) ------------------------------------------------ 1 0.99 24.60 0.00 0.00 BASIN MAXIMUM AND MINIMUM STAGES - -- Basin Max (ft) ------------------ - - - Time (hr) Min (ft) Time (hr) basin -1 14.65 24.60 12.50 0.00 BASIN WATER BUDGETS (all units in acre -ft) - - - - -- - - - -- -------------------------- -------------------------------------------------- ------------- Total Structure Structure --------- - Initial Final Basin Runoff Inflow Outflow Storage Storage - - - -- Residual basin-1 9.56 0.00 9.51 ---- - 0.00 0.04 0.00 Packet Page -3339- n k Ll _ J I t, Packet Page -3340- 9/24/2013 17. B. Cascade 2001 Version 1.0 File: sonia25 Date: June 21, 2006 9/24/2013 17.B. Page 1 Project Name: Boxwood Reviewer: Sonia Project Number: 2004112 Period Begin: Jun 21, 2006;0000 hr End: Jul 12, 2006;0000 hr Duration: 504 hr Time Step: 0.2 hr, Iterations: 40 Basin 1: basin -1 Method: Santa Barbara Unit Hydrograph Rainfall Distribution: SFWMD - 3day Design Frequency: 25 year 3 Day Rainfall: 11 inches Area: 26.58 acres Ground Storage: 2.65 inches Time of Concentration: 0.78 hours Initial Stage: 12.5 ft NGVD Stage Storage (ft NGVD) (acre -ft) --- - - - - -- 12.50 --- - - - - -- 0.00 13.00 1.77 14.00 5.67 15.00 10.04 16.00 14.88 17.00 27.64 Offsite Receiving Body: Offsite Time Stage (hr) (ft NGVD) --- - - -- --- - - - - -- 0.00 - - 12.50 600.00 12.50 Structure: 1 From Basin: basin -1 To Basin: Offsite Structure Type: Gravity Weir: Sharp Crested, Crest Elev = 15 ft NGVD, Length = 1.3 ft Bleeder: Rect - Notch, Invert Elev = 12.5 ft NGVD, Top Elev = 12.75 ft NGVD Width = 0.58 ft Default Coefs: Weir Coef = 3.13, Orifice Coef = 0.6 Pipe: Diameter = 2 ft, Manning's n = 0.012, Length = 80 ft US Invert Elev = 6 ft NGVD, DS Invert Elev = 6 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 12.50 12.50 1.00 0.05 0.00 0.00 0.00 12.50 12.50 2.00 0.10 0.00 0.00 0.00 12.50 12.50 3.00 0.15 0.00 0.00 0.00 12.50 12.50 4.00 0.20 0.00 0.00 0.00 12.50 12.50 5.00 0.25 0.00 0.00 0.00 12.50 12.50 6.00 0.30 0.00 0.00 0.00 12.50 12.50 7.00 0.34 0.00 0.00 0.00 12.50 12.50 8.00 0.39 0.00 0.00 0.00 12.50 12.50 9.00 0.44 0.00 0.00 0.00 12.50 12.50 10.00 0.49 0.00 0.00 0.00 12.50 12.50 11.00 0.54 0.00 0.00 0.00 12.50 12.50 12.00 0.59 0.03 0.00 0.00 12.50 12.50 13.00 0.64 0.07 0.00 0.00 12.50 12.50 14.00 0.69 0.11 0.00 0.00 12.50 12.50 15.00 0.74 0.15 0.00 0.00 12.51 12.50 Packet Page -3341- /"1 Cascade 2001 Version 1.0 File: sonia25 Date: June 21, 2006 9/24/2013 17.B. 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) ----- - - 16.00 - - -- ---------------------------- 0.79 0.19 - - - - -- 0.00 - - 0.00 12.51 12.50 17.00 0.84 0.23 0.00 0.00 12.52 12.50 18.00 0.89 0.27 0.01 0.00 12.52 12.50 19.00 0.94 0.30 0.01 0.00 12.53 12.50 20.00 0.98 0.33 0.01 0.00 12.53 12.50 21.00 1.03 0.36 0.02 0.00 12.54 12.50 22.00 1.08 0.39 0.02 0.01 12.55 12.50 23.00 1.13 0.42 0.03 0.01 12.56 12.50 24.00 1.18 0.45 0.03 0.01 12.57 12.50 25.00 1.25 0.64 0.04 0.01 12.58 12.50 26.00 1.33 0.73 0.05 0.02 12.60 12.50 27.00 1.40 0.79 0.07 0.02 12.61 12.50 28.00 1.47 0.84 0.09 0.03 12.63 12.50 29.00 1.54 0.88 0.10 0.04 12.65 12.50 30.00 1.61 0.92 0.12 0.05 12.67 12.50 31.00 1.68 0.96 0.15 0.06 12.69 12.50 32.00 1.76 1.00 0.17 0.07 12.70 12.50 33.00 1.83 1.03 0.19 0.09 12.72 12.50 34.00 1.90 1.06 0.22 0.10 12.74 12.50 35.00 1.97 1.09 0.26 0.12 12.76 12.50 36.00 2.04 1.12 0.28 0.15 12.78 12.50 37.00 2.12 1.15 0.29 0.17 12.80 12.50 38.00 2.19 1.18 0.31 0.19 12.82 12.50 39.00 2.26 1.20 0.33 0.22 12.84 12.50 40.00 2.33 1.22 0.34 0.25 12.86 12.50 41.00 2.40 1.25 0.36 0.28 12.88 12.50 42.00 2.47 1.27 0.37 0.31 12.91 12.50 43.00 2.55 1.29 0.38 0.34 12.93 12.50 44.00 2.62 1.31 0.40 0.37 12.95 12.50 45.00 2.69 1.33 0.41 0.40 12.97 12.50 46.00 2.76 1.34 0.42 0.44 12.99 12.50 47.00 2.83 1.36 0.43 0.47 13.01 12.50 48.00 2.91 1.38 0.44 0.51 13.03 12.50 49.00 2.99 1.52 0.46 0.55 13.05 12.50 50.00 3.07 1.58 0.47 0.59 13.08 12.50 51.00 3.16 1.84 0.48 0.63 13.10 12.50 52.00 3.27 2.08 0.50 0.67 13.13 12.50 53.00 3.41 2.65 0.52 0.71 13.17 12.50 54.00 3.58 3.33 0.54 0.75 13.22 12.50 55.00 3.78 4.07 0.57 0.80 13.29 12.50 56.00 4.01 4.84 0.60 0.85 13.37 12.50 57.00 4.29 5.80 0.64 0.90 13.47 12.50 58.00 4.63 7.21 0.69 0.95 13.60 12.50 59.00 5.08 9.84 0.74 1.01 13.76 12.50 60.00 8.22 70.14 0.91 1.0B 14.31 12.50 61.00 9.11 34.28 1.56 1.18 15.23 12.50 62.00 9.53 16.86 3.09 1.39 15.60 12.50 63.00 9.79 9.35 3.88 1.69 15.75 12.50 64.00 10.03 7.07 4.25 2.03 15.82 12.50 65.00 10.17 4.65 4_38 2.39 15.64 12.50 66.00 10.32 3.98 4.37 2.75 15.84 12.50 67.00 10.47 3.80 4.32 3.11 15.83 12.50 68.00 10.61 3.75 4.27 3.46 15.82 12.50 69.00 10.71 2.84 4.17 3.81 15.80 12.50 70.00 10.81 2.59 5.03 4.15 15.78 12.50 71.00 10.90 2.52 3.90 4.47 15.75 12.50 72.00 11.00 2.50 3.78 4.79 15.73 12.50 73.00 11.00 0.69 3.57 5.09 15.69 12.50 74.00 11.00 0.1.9 3.30 5.38 15.64 12.50 75.00 11.00 0.05 3.04 5.63 15.59 12.50 76.00 11.00 0.01 2.80 5.87 15.54 12.50 77.00 11.00 0.00 2.59 6.10 15.49 12.50 78.00 11.00 0.00 2.40 6.30 15.45 12.50 79.00 11.00 0.00 2.24 6.49 15.41 12.50 80.00 11.00 0.00 2.09 6.67 15.37 12.50 81.00 11.00 0.00 1.96 6.83 15.34 12.50 Packet Page -3342- Cascade 2001 Version 1.0 File: sonia25 Date: June 21, 2006 9/24/2013 17.B. Page 3 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) 82.00 11.00 0.00 1.84 6.99 15.31 12.50 83.00 11.00 0.00 1.73 7.14 15.28 12.50 84.00 11.00 0.00 1.63 7.27 15.25 12.50 85.00 11.00 0.00 1.55 7.40 15.22 12.50 86.00 11.00 0.00 1.47 7.53 15.20 12.50 87.00 11.00 0.00 1.40 7.65 15.17 12.50 88.00 11.00 0.00 1.34 7.76 15.15 12.50 89.00 11.00 0.00 1.28 7.87 15.13 12.50 90.00 11.00 0.00 1.23 7.97 15.10 12.50 91.00 11.00 0.00 1.19 8.07 15.08 12.50 92.00 11.00 0.00 1.15 8.17 15.06 12.50 93.00 11.00 0.00 1.12 8.26 15.04 12.50 94.00 11.00 0.00 1.10 8.35 15.02 12.50 95.00 11.00 0.00 1.08 8.44 15.01 12.50 96.00 11.00 0.00 1.07 8.53 14.99 12.50 97.00 11.00 0.00 1.07 8.62 14.97 12.50 98.00 11.00 0.00 1.06 8.71 14.95 12.50 99.00 11.00 0.00 1.06 8.80 14.93 12.50 100.00 11.00 0.00 1.05 8.88 14.91 12.50 101.00 11.00 0.00 1.05 8.97 14.89 12.50 102.00 11.00 0.00 1.05 9.06 14.87 12.50 103.00 11.00 0.00 1.04 9.14 14.85 12.50 104.00 11.00 0.00 1.04 9.23 14.83 12.50 105.00 11.00 0.00 1.03 9.31 14.81 12.50 106.00 11.00 0.00 1.03 9.40 14.79 12.50 107.00 11.00 0.00 1.02 9.48 14.77 12.50 108.00 11.00 0.00 1.02 9.57 14.75 12.50 109.00 11.00 0.00 1.01 9.65 14.73 12.50 r� 110.00 11.00 0.00 1.01 9.74 14.71 12.50 111.00 11.00 0.00 1.00 9.82 14.69 12.50 112.00 11.00 0.00 1.00 9.90 14.67 12.50 113.00 11.00 0.00 0.99 9.98 14.65 12.50 114.00 11.00 0.00 0.99 10.07 14.64 12.50 115.00 11.00 0.00 0.99 10.15 14.62 12.50 116.00 11.00 0.00 0.98 10.23 14.60 12.50 117.00 11.00 0.00 0.98 10.31 14.58 12.50 118.00 11.00 0.00 0.97 10.39 14.56 12.50 119.00 11.00 0.00 0.97 10.47 14.54 12.50 120.00 11.00 0.00 0.96 10.55 14.52 12.50 121.00 11.00 0.00 0.96 10.63 14.51 12.50 122.00 11.00 0.00 0.95 10.71 14.49 12.50 123.00 11.00 0.00 0.95 10.79 14.47 12.50 124.00 11.00 0.00 0.94 10.86 14.45 12.50 125.00 11.00 0.00 0.94 10.94 14.43 12.50 126.00 11.00 0.00 0.93 11.02 14.42 12.50 127.00 11.00 0.00 0.93 11.10 14.40 12.50 128.00 11.00 0.00 0.93 11.17 14.38 12.50 129.00 11.00 0.00 0.92 11.25 14.36 12.50 130.00 11.00 0.00 0.92 11.32 14.35 12.50 131.00 11.00 0.00 0.91 11.40 14.33 12.50 132.00 11.00 0.00 0.91 11.48 14.31 12.50 133.00 11.00 0.00 0.90 11.55 14.30 12.50 134.00 11.00 0.00 0.90 11.62 14.28 12.50 135.00 11.00 0.00 0.89 11.70 14.26 12.50 136.00 11.00 0.00 0.89 11.77 14.24 12.50 137.00 11.00 0.00 0.88 11.85 14.23 12.50 138.00 11.00 0.00 0.88 11.92 14.21 12.50 139.00 11.00 0.00 0.87 11.99 14.19 12.50 140.00 11.00 0.00 0.87 12.06 14.18 12.50 141.00 11.00 0.00 0.87 12.13 14.16 12.50 �\ 142.00 11.00 0.00 0.86 12.21 14.15 12.50 143.00 11.00 0.00 0.86 12.28 14.13 12.50 144.00 11.00 0.00 0.85 12.35 14.11 12.50 145.00 11.00 0.00 0.85 12.42 14.10 12.50 146.00 11.00 0.00 0.84 12.49 14.08 12.50 147.00 11.00 0 nn n Ra 12.56 14.06 12.50 Packet Page -3343- ^. Cascade 2001 Version 1.0 File: sonia25 Date: June 21, 2006 9/24/2013 17.B. Page 4 Cumulative Cumulative Instant Current Time Rainfall Runoff Discharge (hr) -------------------------------------------- (in) (cfs) (cfs) 148.00 11.00 0.00 0.83 149.00 11.00 0.00 0.83 150.00 11.00 0.00 0.82 151.00 11.00 0.00 0.82 152.00 11.00 0.00 0.81 153.00 11.00 0.00 0.81 154.00 11.00 0.00 0.80 155.00 11.00 0.00 0.80 156.00 11.00 0.00 0.79 157.00 11.00 0.00 0.79 158.00 11.00 0.00 0.78 159.00 11.00 0.00 0.78 160.00 11.00 0.00 0.77 161.00 11.00 0.00 0.77 162.00 11.00 0.00 0.76 163.00 11.00 0.00 0.76 164.00 11.00 0.00 0.75 165.00 11.00 0.00 0.75 166.00 11.00 0.00 0.74 167.00 11.00 0.00 0.74 168.00 11.0.0 0.00 0.73 169.00 11.00 0.00 0.73 170.00 11.00 0.00 0.72 171.00 11.00 0.00 0.72 172.00 11.00 0.00 0.71 173.00 11.00 0.00 0.71 174.00 11.00 0.00 0.70 175.00 11.00 0.00 0.70 176.00 11.00 0.00 0.69 177.00 11.00 0.00 0.69 178.00 11.00 0.00 0.68 179.00 11.00 0.00 0.67 180.00 11.00 0.00 0.67 181.00 11.00 0.00 0.66 182.00 11.00 0.00 0.66 183.00 11.00 0.00 0.65 184.00 11.00 0.00 0.65 185.00 11.00 0.00 0.64 186.00 11.00 0.00 0.64 187.00 11.00 0.00 0.63 188.00 11.00 0.00 0.63 189.00 11.00 0.00 0.62 190.00 11.00 0.00 0.62 191.00 11.00 0.00 0.61 192.00 11.00 0.00 0.61 193.00 11.00 0.00 0.60 194.00 11.00 0.00 0.60 195.00 11.00 0.00 0.59 196.00 11.00 0.00 0.59 197.00 11.00 0.00 0.58 198.00 11.00 0.00 0.58 199.00 11.00 0.00 0.57 200.00 11.00 0.00 0.57 201.00 11.00 0.00 0.56 202.00 11.00 0.00 0.56 203.00 11.00 0.00 0.55 204.00 11.00 0.00 0.55 205.00 11.00 0.00 0.54 206.00 11.00 0.00 0.54 207.00 11.00 0.00 0.53 208.00 11.00 0.00 0.52 209.00 11.•00 0.00 0.52 210.00 11.00 0.00 0.51 211.00 11.00 0.00 0.51 212.00 11.00 0.00 0.50 213.00 11.00 O.nn n sn 9/24/2013 17.B. Page 4 Cumulative Head Water Tail Water Discharge Stage Stage (acre -ft) (ft NGVD) (ft NGVD) 12.63 14.05 12.50 12.69 14.03 12.50 12.76 14.02 12.50 12.83 14.00 12.50 12.90 13.99 12.50 12.96 13.97 12.50 13.03 13.95 12.50 13.10 13.93 12.50 13.16 13.92 12.50 13.23 13.90 12.50 13.29 13.88 12.50 13.36 13.87 12.50 13.42 13.85 12.50 13.49 13.83 12.50 13.55 13.82 12.50 13.61 13.80 12.50 13.67 13.79 12.50 13.74 13.77 12.50 13.80 13.75 12.50 13.86 13.74 12.50 13.92 13.72 12.50 13.98 13.71 12.50 14.04 13.69 12.50 14.10 13.68 12.50 14.16 13.66 12.50 14.22 13.65 12.50 14.27 13.63 12.50 14.33 13.62 12.50 14.39 13.60 12.50 14.45 13.59 12.50 14.50 13.57 12.50 14.56 13.56 12.50 14.61 13.54 12.50 14.67 13.53 12.50 14.72 13.52 12.50 14.78" 13.50 12.50 14.83 13.49 12.50 14.88 13.48 12.50 14.94 13.46 12.50 14.99 13.45 12.50 15.04 13.43 12.50 15.09 13.42 12.50 15.15 13.41 12.50 15.20 13.40 12.50 15.25 13.38 12.50 15.30 13.37 12.50 15.35 13.36 12.50 15.40 13.34 12.50 15.44 13.33 12.50 15.49 13.32 12.50 15.54 13.31 12.50 15.59 13.30 12.50 15.63 13.28 12.50 15.68 13.27 12.50 15.73 13.26 12.50 15.77 13.25 12.50 15.82 13.24 12.50 15.86 13.22 12.50 15.91 13.21 12.50 15.95 13.20 12.50 15.99 13.19 12.50 16.04 13.18 12.50 16.08 13.17 12.50 16.12 13.16 12.50 16.16 13.15 12.50 16.21 13.14 12.50 Packet Page -3344- 9/24/2013 17.B. Cascade 2001 Version 1.0 File: sonia25 Date: June 21, 2006 Page 5 Packet Page-3345- 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) ------------------------------------------------------------------------------- 214.00 11.00 0.00 0.49 16.25 13.13 12.50 215.00 11.00 0.00 0.49 16.29 13.12 12.50 216.00 11.00 0.00 0.48 16.33 13.10 12.50 217.00 11.00 0.00 0.48 16.37 13.09 12.50 218.00 11.00 0.00 0.47 16.41 13.08 12.50 219.00 11.00 0.00 0.47 16.45 13.07 12.50 220.00 11.00 0.00 0.46 16.48 13.06 12.50 221.00 11.00 0.00 0.46 16.52 13.06 12.50 222.00 11.00 0.00 0.45 16.56 13.05 12.50 223.00 11.00 0.00 0.45 16.60 13.04 12.50 224.00 11.00 0.00 0.44 16.63 13.03 12.50 225.00 11.00 0.00 0.44 16.67 13.02 12.50 226.00 11.00 0.00 0.43 16.71 13.01 12.50 227.00 11.00 0.00 0.43 16.74 13.00 12.50 228.00 11.00 0.00 0.42 16.78 12.99 12.50 229.00 11.00 0.00 0.42 16.81 12.98 12.50 230.00 11.00 0.00 0.41 }.,6.$5 12.97 12.50 231.00 11.00 0.00 0.40 16.88 12.96 12.50 232.00 11.00 0.00 0.40 16.91 12.95 12.50 233.00 11.00 0.00 0.39 16.94 12.94 12.50 234.00 11.00 0.00 0.39 16.98 12.93 12.50 235.00 11.00 0.00 0.38 17.01 12.92 12.50 236.00 11.00 0.00 0.38 17.04 12.91 12.50 237.00 11.00 0.00 0.37 17.07 12.91 12.50 238.00 11.00 0.00 0.36 17.10 12.90 12.50 239.00 11.00 0.00 0.36 17.13 12.89 12.50 240.00 11.00 0.00 0.35 17.16 12.88 12.50 241.00 11.00 0.00 0.35 17.19 12.87 12.50 242.00 11.00 0.00 0.34 17.22 12.86 12.50 243.00 11.00 0.00 0.34 17.24 12.86 12.50 244.00 11.00 0.00 0.33 17.27 12.85 12.50 245.00 11.00 0.00 0.32 17.30 12.84 12.50 246.00 11.00 0.00 0.32 17.33 12.83 12.50 247.00 11.00 0.00 0.31 17.35 12.83 12.50 248.00 11.00 0.00 0.31 17.38 12.82 12.50 249.00 11.00 0.00 0.30 17.40 12.81 12.50 250.00 11.00 0.00 0.30 17.43 12.80 12.50 251.00 11.00 0.00 0.29 17.45 12.80 12.50 252.00 11.00 0.00 0.28 17.48 12.79 12.50 253.00 11.00 0.00 0.28 17.50 12.78 12.50 254.00 11.00 0.00 0.27 17.52 12.78 12.50 255.00 11.00 0.00 0.27 17.54 12.77 12.50 256.00 11.00 0.00 0.26 17.57 12.77 12.50 257.00 11.00 0.00 0.26 17.59 12.76 12.50 258.00 11.00 0.00 0.25 17.61 12.75 12.50 259.00 11.00 0.00 0.22 17.63 12.75 12.50 260.00 11.00 0.00 0.22 17.65 12.74 12.50 261.00 11.00 0.00 0.21 17.66 12.74 12.50 262.00 11.00 0.00 0.20 17.68 12.73 12.50 263.00 11.00 0.00 0.20 17.70 12.73 12.50 264.00 11.00 0.00 0.19 17.71 12.72 12.50 265.00 11.00 0.00 0.19 17.73 12.72 12.50 266.00 11.00 0.00 0.18 17.74 12.72 12.50 267.00 11.00 0.00 0.18 17.76 12.71 12.50 268.00 11.00 0.00 0.17 17.77 12.71 12.50 269.00 11.00 0.00 0.17 17.79 12.70 12.50 270.00 11.00 0.00 0.16 17.80 12.70 12.50 271.00 11.00 0.00 0.16 17.81 12.70 12.50 272.00 11.00 0.00 0.15 17.83 12.69 12.50 273.00 11.00 0.00 0.15 17.84 12.69 12.50 274.00 11..00 0.00 0.14 17.85 12.68 12.50 275.00 11.00 0.00 0.14 17.86 12.68 12.50 276.00 11.00 0.00 0.14 17.87 12.68 12.50 277.00 11.00 0.00 0.13 17.88 12.68 12.50 278.00 11.00 0.00 0.13 17.90 12.67 12.50 279.00 11.00 0.- ^ - 17.91 12.67 12.50 Packet Page-3345- Cascade 2001 Version 1.0 File: sonia25 Date: June 21, 2006 ,#�\ 9/24/2013 17.B. Page 6 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) ------------------------------------------ 280.00 11.00 0.00 - 0.12 - - - -- - 17.92 12.67 12.50 281.00 11.00 0.00 0.12 17.93 12.66 12.50 282.00 11.00 0.00 0.12 17.94 12.66 12.50 283.00 11.00 0.00 0.11 17.95 12.66 12.50 284.00 11.00 0.00 0.11 17.95 12.66 12.50 285.00 11.00 0.00 0.11 17.96 12.65 12.50 286.00 11.00 0.00 0.11 17.97 12.65 12.50 287.00 11.00 0.00 0.10 17.98 12.65 12.50 288.00 11.00 0.00 0.10 17.99 12.65 12.50 289.00 11.00 0.00 0.10 18.00 12.64 12.50 290.00 11.00 0.00 0.10 18.01 12.64 12.50 291.00 11.00 0.00 0.09 18.01 12.64 12.50 292.00 11.00 0.00 0.09 18.02 12.64 12.50 293.00 11.00 0.00 0.09 18.03 12.63 12.50 294.00 11.00 0.00 0.09 18.04 12.63 12.50 295.00 11.00 0.00 0.09 18.04 12.63 12.50 296.00 11.00 0.00 0.08 18.05 12.63 12.50 297.00 11.00 0.00 0.08 18.06 12.63 12.50 298.00 11.00 0.00 0.08 18.06 12.62 12.50 299.00 11.00 0.00 0.08 18.07 12.62 12.50 300.00 11.00 0.00 0.08 18.08 12.62 12.50 301.00 11.00 0.00 0.07 18.08 12.62 12.50 302.00 11.00 0.00 0.07 18.09 12.62 12.50 303.00 11.00 0.00 0.07 18.09 12.62 12.50 304.00 11.00 0.00 0.07 18.10 12.61 12.50 305.00 11.00 0.00 0.07 18.11 12.61 12.50 306.00 11.00 0.00 0.07 18.11 12.61 12.50 307.00 11.00 0.00 0.07 18.12 12.61 12.50 308.00 11.00 0.00 0.06 18.12 12.61 12.50 309.00 11.00 0.00 0.06 18.13 12.61 12.50 310.00 11.00 0.00 0.06 18.13 12.60 12.50 311.00 11.00 0.00 0.06 18.14 12.60 12.50 312.00 11.00 0.00 0.06 18.14 12.60 12.50 313.00 11.00 0.00 0.06 18.15 12.60 12.50 314.00 11.00 0.00 0.06 18.15 12.60 12.50 315.00 11.00 0.00 0.06 18.16 12.60 12.50 316.00 11.00 0.00 0.05 18.16 12.60 12.50 317.00 11.00 0.00 0.05 18.17 12.60 12.50 318.00 11.00 0.00 0.05 18.17 12.59 12.50 319.00 11.00 0.00 0.05 18 -17 12.59 12.50 320.00 11.00 0.00 0.05 18.18 12.59 12.50 321.00 11.00 0.00 0.05 18.18 12.59 12.50 322.00 11.00 0.00 0.05 18.19 12.59 12.50 323.00 11.00 0.00 0.05 18.19 12.59 12.50 324.00 11.00 0.00 0.05 18.20 12.59 12.50 325.00 11.00 0.00 0.05 18.20 12.59 12.50 326.00 11.00 0.00 0.05 18.20 12.59 12.50 327.00 11.00 0.00 0.04 18.21 12.58 12.50 328.00 11.00 0.00 0.04 18.21 12.58 12.50 329.00 11.00 0.00 0.04 18.21 12.58 12.50 330.00 11.00 0.00 0.04 18.22 12.58 12.50 331.00 11.00 0.00 0.04 18.22 12.58 12.50 332.00 11.00 0.00 0.04 18.22 12.58 12.50 333.00 11.00 0.00 0.04 18.23 12.58 12.50 334.00 11.00 0.00 0.04 18.23 12.58 12.50 335.00 11.00 0.00 0.04 18.23 12.58 12.50 336.00 11.00 0.00 0.04 18.24 12.58 12.50 337.00 11.00 0.00 0.04 18.24 12.57 12.50 338.00 11.00 0.00 0.04 18.24 12.57 12.50 i� 339.00 11.00 0.00 0.04 18.25 12.57 12.50 340.00 11.00 0.00 0.04 18.25 12.57 12.50 341.00 11.00 0.00 0.03 18.25 12.57 12.50 342.00 11.00 0.00 0.03 18.25 12.57 12.50 343.00 11.00 0.00 0.03 18.26 12.57 12.50 344.00 11.00 0.00 0.03 18.26 12.57 12.50 345.00 11.00 0 - ^ n' 18.26 12.57 12.50 Packet Page -3346- Cascade 2001 Version 1.0 File: sonia25 Date: June 21, 2006 9/24/2013 17.B. Page 7 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) 346.00 11.00 0.00 0.03 16.27 12.57 12.50 347.00 11.00 0.00 0.03 18.27 12.57 12.50 348.00 11.00 0.00 0.03 18.27 12.57 12.50 349.00 11.00 0.00 0.03 18.27 12.57 12.50 350.00 11.00 0.00 0.03 18.28 12.56 12.50 351:00 11.00 0.00 0.03 18.28 12.56 12.50 352.00 11.00 0.00 0.03 18.28 12.56 12.50 353.00 11.00 0:00 0.03 18.28 12.56 12.50 354.00 11.00 0.00 0.03 18.28 12.56 12.50 355.00 11.00 0.00 0.03 18.29 12.56 12_50 356.00 11.00 0.00 0.03 18.29 12.56 12.50 357.00 11.00 0.00 0.03 18.29 12.56 12.50 358.00 11.,00 0.00 0.03 18.29 12.56 12.50 359.00 11.00 0.00 0.03 18.30 12.56 12.50 360.00 11.00 0.00 0.03 18.30 12.56 12.50 361.00 11.00 0.00 0.03 18.30 12.56 12.50 362.00 11.00 0.00 0.02 18.30 12.56 12.50 363.00 11.00 0.00 0.02 18.30 12.56 12.50 364.00 11.00 0.00 0.02 18.31 12.56 12.50 365.00 11.00 0.00 0.02 18_31 12.56 12.50 366.00 11.00 0.00 0.02 18.31 12.55 12.50 367.00 11.00 0.00 0.02 18.31 12.55 12.50 368.00 11.00 0.00 0.02 18.31 12.55 12.50 369.00 11.00 0.00 0.02 18.32 12.55 12.50 370.00 11.00 0.00 0.02 18.32 12.55 12.50 371.00 11.00 0.00 0.02 18.32 12.55 12.50 372.00 11.00 0.00 0.02 18.32 12.55 12.50 373.00 11.00 0.00 0.02 18.32 12.55 12.50 /..� 374.00 11.00 0.00 0.02 18.32 12.55 12.50 375.00 11.00 0.00 0.02 18.33 12.55 12.50 376.00 11.00 0.00 0.02 18.33 12.55 12.50 377.00 11.00 0.00 0.02 18.33 12.55 12.50 378.00 11.00 0.00 0.02 18.33 12.55 12.50 379.00 11.00 0.00 0.02 18.33 12.55 12.50 380.00 11.00 0.00 0.02 18.33 12.55 12.50 381.00 11.00 0.00 0.02 18.34 12.55 12.50 382.00 11.00 0.00 0.02 18.34 12.55 12.50 383.00 11.00 0.00 0.02 18.34 12.55 12.50 384.00 11.00 0.00 0.02 18.34 12.55 12.50 385.00 11.00 0.00 0.02 18.34 12.55 12.50 386.00 11.00 0.00 0.02 18.34 12.55 12.50 387.00 11.00 0.00 0.02 18.34 12.54 12.50 388.00 11.00 0.00 0.02 18.35 12.54 12.50 389.00 11.00 0.00 0.02 18.35 12.54 12.50 390.00 11.00 0.00 0.02 18.35 12.54 12.50 391.00 11.00 0.00 0.02 18.35 12.54 12.50 392.00 11.00 0.00 0.02 18.35 12.54 12.50 393.00 11.00 0.00 0.02 18.35 12.54 12.50 394.00 11.00 0.00 0.02 18.35 12.54 12.50 395.00 11.00 0.00 0.02 18.36 12.54 12.50 396.00 11.00 0.00 0.02 18.36 12.54 12.50 397.00 11.00 0.00 0.02 18.36 12.54 12.50 398.00 11.00 0.00 0.01 18.36 12.54 12.50 399.00 11.00 0.00 0.01 18.36 12.54 12.50 400.00 11.00 0.00 0.01 18.36 12.54 12.50 401.00 11.00 0.00 0.01 18.36 12.54 12.50 402.00 11.00 0.00 0.01 18.36 12.54 12.50 403.00 11.00 0.00 0.01 18.37 12.54 12.50 404.00 11.00 0.00 0.01 18.37 12.54 12.50 405.00 11.00 0.00 0.01 18.37 12.54 12.50 406.00 11.00 0.00 0.01 18.37 12.54 12.50 407.00 11.00 0.00 0.01 18.37 12.54 12.50 408.00 11.00 0.00 0.01 18.37 12.54 12.50 409.00 11.00 0.00 0.01 18.37 12.54 12.50 410.00 11.00 0.00 0.01 18.37 12.54 12.50 411.00 11.00 O.nn n ni 18.37 12.54 12.50 Packet Page -3347- Cascade 2001 Version 1.0 File: sonia25 Date: June 21, 2006 A*�N 9/24/2013 17.B. Page 8 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) -------------------------------------------- 412.00 11.00 0.00 0.01 18.38 12.54 12.50 413.00 11.00 0.00 0.01 18.38 12.54 12.50 414.00 11.00 0.00 0.01 18.38 12.54 12.50 415.00 11.00 0.00 0.01 18.38 12.54 12.50 416.00 11.00 0.00 0.01 18.38 12.54 12.50 417.00 11.00 0.00 0.01 18.38 12.53 12.50 418.00 11.00 0.00 0.01 18.38 12.53 12.50 419.00 11.00 0.00 0.01 18.38 12.53 12.50 420.00 11.00 0.00 0.01 18.38 12.53 12.50 421.00 11.00 0.00 0.01 18.38 12.53 12.50 422.00 11.00 0.00 0.01 18.38 12.53 12.50 423.00 11.00 0.00 0.01 18.39 12.53 12.50 424.00 11.00 0.00 0.01 18.39 12.53 12.50 425.00 11.00 0.00 0.01 18.39 12.53 12.50 426.00 11.00 0.00 0.01 18.39 12.53 12.50 427.00 11.00 0.00 0.01 18.39 12.53 12.50 428.00 11.00 0.00 0.01 18.39 12.53 12.50 429.00 11.00 0.00 0.01 18.39 12.53 12.50 430.00 11.00 0.00 0.01 18.39 12.53 12.50 431.00 11.00 0.00 0.01 18.39 12.53 12.50 432.00 11.00 0.00 0.01 18.39 12.53 12.50 433.00 11.00 0.00 0.01 18.39 12.53 12.50 434.00 11.00 0.00 0.01 18.40 12.53 12.50 435.00 11.00 0.00 0.01 18.40 12.53 12.50 436.00 11.00 0.00 0.01 18.40 12.53 12.50 437.00 11.00 0.00 0.01 18.40 12.53 12.50 438.00 11.00 0.00 0.01 18.40 12.53 12.50 439.00 11.00 0.00 0.01 18.40 12.53 12.50 440.00 11.00 0.00 0.01 18.40 12.53 12.50 441.00 11.00 0.00 0.01 18.40 12.53 12.50 442.00 11.00 0.00 0.01 18.40 12.53 12.50 443.00 11.00 0.00 0.01 18.40 12.53 12.50 444.00 11.00 0.00 0.01 18.40 12.53 12.50 445.00 11.00 0.00 0.01 18.40 12.53 12.50 446.00 11.00 0.00 0.01 18.40 12.53 12.50 447.00 11.00 0.00 0.01 18.40 12.53 12.50 448.00 11.00 0.00 0.01 18.41 12.53 12.50 449.00 11.00 0.00 0.01 18.41 12.53 12.50 450.00 11.00 0.00 0.01 18.41 12.53 12.50 451.00 11.00 0.00 0.01 18.41 12.53 12.50 452.00 11.00 0.00 0.01 18.41 12.53 12.50 453.00 11.00 0.00 0.01 18.41 12.53 12.50 454.00 11.00 0.00 0.01 18.41 12.53 12.50 455.00 11.00 0.00 0.01 18.41 12.53 12.50 456.00 11.00 0.00 0.01 18.41 12.53 12.50 457.00 11.00 0.00 0.01 18.41 12.53 12.50 456.00 11.00 0.00 0.01 18.41 12.53 12.50 459.00 11.00 0.00 0.01 18.41 12.53 12.50 460.00 11.00 0.00 0.01 18.41 12.53 12.50 461.00 11.00 0.00 0.01 18.41 12.53 12.50 462.00 11.00 0.00 0.01 18.41 12.53 12.50 463.00 11.00 0.00 0.01 18.42 12.52 12.50 464.00 11.00 0.00 0.01 18.42 12.52 12.50 465.00 11.00 0.00 0.01 18.42 12.52 12.50 466.00 11.00 0.00 0.01 18.42 12.52 12.50 467.00 11.00 0.00 0.01 18.42 12.52 12.50 468.00 11.00 0.00 0.01 18.42 12.52 12.50 469.00 11.00 0.00 0.01 18.42 12.52 12.50 470.00 11.00 0.00 0.01 18.42 12.52 12.50 ��. 471.00 11.00 0.00 0.01 18.42 12.52 12.50 472.00 11.00 0.00 0.01 18.42 12.52 12.50 473.00 11.00 0.00 0.01 18.42 12.52 12.50 474.00 11.00 0.00 0.01 18.42 12.52 12.50 475.00 11.00 0.00 0.01 18.42 12.52 12.50 476.00 11.00 0.00 0.01 18.42 12.52 12.50 477.00 11.00 0 -- 18.42 12.52 12.50 Packet Page -3348- Cascade 2001 Version 1.0 File: sonia25 Date: June 21, 2006 9/24/2013 17.B. Page 9 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) 478.00 11.00 0.00 0.01 18.42 12.52 12.50 479.00 11.00 0.00 0.01 18.42 12.52 12.50 480.00 11.00 0.00 0.01 18.42 12.52 12.50 481.00 11.00 0.00 0.01 18.43 12.52 12.50 482.00 11.00 0.00 0.01 18.43 12.52 12.50 483.00 11.00 0.00 0.01 18.43 12.52 12.50 484.00 11.00 0.00 0.01 18.43 12.52 12.50 485.00 11.00 0.00 0.01 18.43 12.52 12.50 486.00 11.00 0.00 0.01 18.43 12.52 12.50 487.00 11.00 0.00 0.01 18.43 12.52 12.50 488.00 11.00 0.00 0.01 18.43 12.52 12.50 489.00 11.00 0.00 0.01 18.43 12.52 12.50 490.00 11.00 0.00 0.01 18.43 12.52 12.50 491.00 11.00 0.00 0.01 18.43 12.52 12.50 492.00 11.00 0.00 0.01 18.43 12..52 12.50 493.00 11.00 0.00 0.01 18.43 12.52 12.50 494.00 11.00 0.00 0.01 18.43 12.52 12.50 495.00 11.00 0.00 0.01 18.43 12.52 12.50 496.00 11.00 0.00 0.01 18.43 12.52 12.50 497.00 11.00 0.00 0.01 18.43 12.52 12.50 498.00 11.00 0.00 0.01 18.43 12.52 12.50 499.00 11.00 0.00 0.01 18.43 12.52 12.50 500.00 11.00 0.00 0.01 18.43 12.52 12.50 501.00 11.00 0.00 0.00 18.43 12.52 12.50 502.00 11.00 0.00 0.00 18.43 12.52 12.50 503.00 11.00 0.00 0.00 18.43 12.52 12.50 504.00 11.00 0.00 0.00 18.44 12.52 12.50 STRUCTURE MP.XIMUM AND MINIMUM DISCHARGES ------------------------------------------------------- ------------------------------------------------------- Struc Max (cfs) Time (hr) Min (cfs) Time (hr) 1 4.38 65.20 0.00 0.00 BASIN MAXIMUM AND MINIMUM STAGES Basin --------------------------------------------------------------- ------------------------------ Max (ft) Time (hr) Min (ft) Time (hr) --------------------------------------------------------------- basin-1 15.84 65.20 12.50 0.00 BASIN WATER BUDGETS (all units in acre -ft) Total Structure Structure Initial Final Basin Runoff Inflow Outflow Storage Storage Residual ---------------------------------------------------- basin-1 18.50 0.00 18.43 0.00 0.07 0.00 Packet Page -3349- ATTACHMENT 6 Preserve Area Cross Section Packet Page -3350- 9/24/2013 17. B. 9/24/2013 17.B. A 5 � q Y C 8 gall I O i � aiQl l.IYl6LW y1 3R1 WlIALL! �� Iti � � ' l �-J n a 9 z d Ir ® s� ! x is w ut g g i I Im � 1 ass —a� jj 1� I 1 i 1 by s .�51 Fk+i k� 1 � Packet Page -3351- 9/24/2013 17.B. TPODUCOM 010 lining - DOW ni;nMR31 T TS "I rairic imp-r-act A" naly IS Tuscany Pointe fka Boxwood RPUD Collier County, FL 3/8/2013 Prepared for: Pre2ared by: Hole Montes Trebilcock Consulting Solutions, PA 950 Encore Way, 1206 Piper Boulevard, Suite 202 Naples, FL 34110 Naples, FL 34110 Phone: (239) 566 -9551 Email: ntrebilcock @trebilcocl:.biz Packet Page -3352- 9/24/2013 17.B. Tuscany Pointe °Traffic impact Analysis ° March 20.13 certify that this Traffic Analysis has been prepared by me or ender my immediate supervision and that I have experience and training in the field of Traffic and Transportation Engineering. Norman J. Trebilcock, AiCP, P.E. FL Registration No. 47116 Trebilcock Consulting Solutions, PA 1205 Piper Boulevard, Suite 202 Naples, FL 34110 Company Cert. of Auth. No. 27796 Packet Page -3353- n 9/24/2013 17. B. Tuscany Pointe — Traffic Impact Analysis - March 2013 Table of Contents Page Project Description 4 Trip Generation S Trip Distribution and Assignment 6 Appendix A: Project Master Site Plan (1 Sheet) Appendix B: Trip Generation Calculations (3 Sheets) Appendix C: Project Trip Distribution Map (2 Sheets) 3 Packet Page -3354- 9/24/2013 17. B. Tuscany Pointe — Traffic Impact Analysis - March 2013 Project Description The Tuscany Pointe project is located in north Collier County within Boxwood Residential Planned Unit Development (RPUD), at approximately 0.25 mile north of Collier Blvd. & Vanderbilt Beach Rd. Intersection. The proposed project has a total site area of approximately 29.9 acres and was previously approved as 207 multi- family dwelling units. The project is located in Section 35, Township 48S, Range 26E, Collier County, FL. Refer to Fig. I - Project Location Map, which follows and Appendix A — Project Master Site Plan. Fig. I-- Project Location Map 4 Packet Page -3355- 9/24/2013 17. B. Tuscany Pointe – Traffic Impact Analysis - March 2013 Trip Generation The new proposed development program illustrates 120 single - family detached housing. The project's site trip generation is based on the Institute of Transportation Engineers (ITE) Trip Generation Manual, 9th Edition. The software program Otiss – Online Traffic Impact Study Software (Version 2,1.0.15) is used to create the raw unadjusted trip generation for the project. The ITE equations were used for the trip generation calculations. No reductions for internal capture or pass -by trips have been taken into consideration. A summary of the project trip generation calculations is illustrated in Table 1A, below. The net difference of the proposed development minus the approved development is illustrated in Table 1B. As illustrated in Table 1B, the proposed project results in a net increase in daily, AM and PM peak hour trips for the project. Detailed calculations can be found in Appendix B –Trip Generation Calculations. Table 1A— Proposed Project Trip Generation (Unadjusted) — Average Weekday Table 113—Net Project Trip Generation (Adjusted) — Average Weekday 24 Hour AM Pk Hour PM Pk Hour Land Use Two -Way AM Pk Hour PM Pk Hour Exjt Volume Exit;: Single Family Housing Proposed Land Use ` Size 23 .Enter: Exit Enter i Exit 207 tlu - 1;211 :.15 =77 73 3f Net Difference Single Family Housing Proposed 120 du 1,242 23 71 73 46 Table 113—Net Project Trip Generation (Adjusted) — Average Weekday 5 Packet Page -3356- 24 Hour Two -Way Volume AM Pk Hour PM Pk Hour Land Use t`nter Exjt Enter_< Exit;: Single Family Housing Proposed 120 du 1,242 23 71 78 46 _. Multi Family.Housmgfxrsting- Approved 207 tlu - 1;211 :.15 =77 73 3f Net Difference -87 du 31 S -6 5 10 5 Packet Page -3356- 9/24/2013 17.B. Tuscany Pointe — Traffic Impact Analysis - March 2033 'rip Distribution and Assignment The traffic generated by the proposed development was assigned to the adjacent roadways using the knowledge of the area. The site- generated trip distribution is shown in Appendix C — Project Trip Distribution Map. Packet Page -3357- Tuscany Pointe — traffic Impact Analysis e March 2 013 Appendix A: Project Master Site Plan Packet Page -3358- 9/24/2013 17. B. Tuscany Pointe — Traffic Impact Analysis - March 2013 �E A �6 R o 6?0 04 z U ti > 0 • - mm m, 53 1 1;;� II II I ...... . ... �111 Packet Page -3359- 9/24/2013 17.B. 9/24/2013 17.B. Tuscany Pointe — Traffic Impact Analysis - March 2013 Appendix B: Trip Generation Calculations Q Packet Page -3360- 9/24/2013 17.B. Tuscany Pointe — Traffic Impact Analysis - March 2013 Project Name: Tuscany Pointe -Test No: Date: 3/612013 city: Naples State /Province: ZipjPostal Code: Y. Country: Collier County Client Name: Analyst's Name: Analyst's am Edition: 9th I Dail -2 Way Volurrid PM Peak Volume Hour I AM Peak. H.o.u.r Land Use Size Entry _. Exit Entry Exit Er Exit Entry Exit 210 -Single-Family 120 621 t 621 1 78 46 23 71 Detached Housing Reduction 0 0 0 Internal 0 I 0 0 0 Pass-by 0 0 0 0 0 Non- pass-by 4 621 621 78 46. 2Z 71 280 -Residential 207 Q05 606 73 36 t5 77 Condoininiumrrownhouse I Reduction 0 .0 0 0 0 0 Internal j i 0 0 Passs -by P3 0 0 0 0 Cron- pass -by 605: 606 1 73 36 15 7 71 10 Packet Page -3361- 9/24/2013 17. B. Tuscany Pointe — Traffic Impact Analysis - March Appendix C: Project Trip Distribution i 11 Packet Page -3362- Tuscany Pointe — Traffic impact Analysis - March 2023 =15% Ec:i!ta _ JO JO RRR , r PFOJEC I - LGCr,T10P1 PROJECT TRIP DISTRIBUTION MAP BY PERCENTAGE 12 Packet Page -3363- 9/24/2013 17.B. - ?ttrt- We._ 25; EB 8 PtYi- aVEs— 16; cB �r r tr1 LVB= S; E8= a K,I- .I0 =21;SE,= 1,r PNI- VvB= 1.1; E6= 23 hf Ide= 5; Sc;= 13 i PF:OJECT P,%4- NB= 20; SB= 11 LCCATICIA i �F cti TRIF I MAP " DISTRIBUTION K, HF11 12 Packet Page -3363- 9/24/2013 17.B. 9/24/2013 17.B. LM�)TED 9 FECIES SURVEY TUSC-AI"Jy POPITE Collier County, Florida 1 2013 TMARCH Prepared By: CollierEvironmeital Consultant s, KIIC- 3880 Estey Avenue Naples, Florida 34104 (239) 263 - 26-87 Packet Page -3364- 9/24/2013 17. B. F Introduction / PUP—Use This report is an. account of a Listed Species Survey, recently perfonned on a 30 acre tract. The parcel is laiowmi as Boxwood (Tuscany Point) located in Collier County, Florida. Its purpose is to identify and describe key habitats and report any listed species using the site that would be at risk due to possible future development actions on the site. This survey and report are based on fieldwork performed during March 2013. Environmental Seivices Inc. conducted a prior study on January ?005. if Site Description The site consists of approximately 30 acres and is located approximately 1/2 of a mile north of Vanderbilt Reach Road and east of Collier Blvd. (CR951) in Section 35 Township 48 South Range 26 East in Collier County, Florida. Collier Blvd. (CR.951) borders the parcel along the western property line, vacant property to the north and a single fanuly subdivision to the east and south. This subdivision along the southem boundary is known as Bucks Run. See Ei xhibit # 1- Location Map The subJect parcel itself was previously a nursery and was entirely cleared of native vegetation. The vegetation on site primarily consists of secondary herbaceous growth. In addition to secondary herbaceous growth some renuiant nursery stock are still present on site. The subject parcel lacks good functional habitat. in addition, the parcel is surrounded by development. In total the site consists of approximately 30 acres. The following is how the acreage figures breakdown. FLUCCS COD 30 acres Disturbed Upland 740 See lExlaibit M2 - FLUCCS Mop III Listed Species Sur vet The required survey for a Listed Species Survey calls for a sun,'ey covering 100 % of the site, at prescribed transect distances per site acreage. Such a survey was conducted in March 2013. Established transects were oriented north - south and east - west and _ Packet Page - 3365 - 9/24/2013 17.B. superimposed on an aerial snap of the site. These transects Nvere ground - located and walked by compass bearing. Early morning (0730 -1000 ), mid -day (1100 - 1500) and This late -day (1500 - 1800) time periods were ehosea to survey these traiisects. is survey was conducted daily for apprc►kiinately 20 hours. All possible species of plants and animals listed by state and federal agencies were noted. J--V, tpesultts & flDiac� $ Lisaedl �OM A list of all plants encountered has been included. A fe,.v different 7 illccnda is spp. inJere found. None are considered rare. They are listed by the state of l4lorida primarily due to their commercial value Refer- to Exhibit # 3 - Listed Faaama Cumulative Pl ant )moist A list of all vertebrates encountered has been included. None Mould be considered threatened or rare. -L,Iefe -,ta E3:laa °h k # dl - �� t�c�ies fDiscussg�r�: Gopher T orioise WiildUfe Species Olbsenj'ed This site does offer some suitable habitat (open and cleared) for Gopher tortoise. Specific attention was given to looping at any spoil material encountered. however, no signs or burrows were identified on the subject parcel. Big Cypress F o-z sfgmir reL ;ig Cypress Fox Squirrels are ImoNvil to use similar habita.'t as that found on the neighboring property to the north. (Offsite) Observations ��ere ke�red to searching for signs or calls of these animals; such as leaf nests in canopy trees or the distu -Ictive chattering of territorial squirrels. I\jo individuals were observed during this study. Florldo Black Bear Into i di-viduals were observed during this surrey ever! though Black bears are known to inhabit the general area. Special attention was ai-Veia for signs such as scraps, tracks and scat. This rnairanal also has a large home range and is known to hihabit Golden Gate Estates and the surrounding areas. Packet Page -3366- 9/24/2013 17.B. Conclusions Our survey found no listed vertebrate species on this site. Ill fact, very little wildlife was noted during the survey conducted over several days. Transects were walked on straight compass bearings along a grid spaced at approxiinately''.-0 yards apart for the entire parcel. The site was historically used as a nursery. The parcel was entirely cleared and had several structures including a single fancily home. Since the parcel was cleared it has little to no native habitat and/or vegetation. The parcel does have some scattered Slash pines and cabbage palms dotting the property. There is some renuiant landscape stock scattered throughout the parcel. However, the site is primarily vegetated with pioneer and secondary growth grasses. The site does not have enough recognizable character to support any foraging and /or utilization by large mammals. This is also compounded by the impact that surrounding development has on natural animal movement. Any wildlife utilization of the site is limited to small common inamnlals and buds. Several species of songbirds were seen passing through the tiansect areas during this survey. During this survey no listed vertebrate species were observed and/or identified. Ow- survey found a few Tillandsia s on site A prior study conducted by another firm dated 110111, 2005 found no listed species on site. Threatened, Endangered and Species of Special Concern ) ±-eies Present Absent Black bear x Florida panther x Everglades mink a Big Cypress Fox squirrel x Indigo snake x American alligator x Gopher tortoise x Gopher Frog X Southeastern. American kestrel __ Red- Cockaded woodpecker x Florida Scrub Jay 1 Wood stork L Snail kite. x Packet Page -3367- Bald eagle x Limpkin x Osprey x Vvl- ite iris x Tricolored heron a Snovvy egret x Reddish egret i Little blue heron x Packet Page -3368- r 9/24/2013 17.B. 9/24/2013 17.B. Packet Page -3369- _______— t0l",N =s5 =x ir) Hqi 9/24/2013 17.B. W 3 .s Nw, ��•°••l x , E 0 'f g, I 1, Vlc� 0.1 la E ." J, > . . . . . . . . . . . . . . . . . I., "WO C: 0-4 . . . . . . . . . . . lz lit 4 t rdLr,t:!L rdgtf -z53 /u- §N J -N�,'. ON, COLL IER 13OULEVA RD W 3 .s Nw, ��•°••l x , E 0 'f g, I 1, Vlc� 0.1 la E ." J, > . . . . . . . . . . . . . . . . . I., "WO C: 0-4 . . . . . . . . . . . lz lit 4 t rdLr,t:!L rdgtf -z53 /u- §N J FLU CC C�1lD AI�I� �1 � FATI N IN 7E NTORY tiLUCCS CODE (Description) Common Name Scientific Name Indicator Status 9/24/2013 17. B. 744 Disturbed T'his parcel has almost been entirely cleared of all native vegetation. The parcel was previously used as a nitrser�y. The propel also has a single fancily residence and evidence of other structures present. The vegetation primarily consists of herbaceous glasses with an occasional scattered tree. There is also the occasional remnant landscape nursery (exotic) tree. The followurg are plant species identified on site with no one species dominating. Common TdAene scientific l�Tngne i<litli�tor 2afexs FACV1 DoniinanedStratu Cp,O Slash pine Pilaus elliotti FAC M,O Cabbage palm Sabcd palmetto FACU palmetto &ronct repens Schinus terebinthifolills FAC- M, MO Brazilian pepper FAC- Guineagrass Panicu.nz 7r2a�:i7n21122 OBL MO M,O Cypress Tctxodiunz .spp. Alyr�cia cer7 e7 cr if FAC+ M,O Wax myrtle FAC G.0 Morning glory IP017z0ea indica Exotic ivl,C Castor bean Richms co7777171177is FAC M,O Buckthorn Buinelia reclina-ta UPL G,C Bahia grass Pas p allm notatu772 FACU G,0 Lantana White top sedge Lantana camara Dichroinena colorata U,C Sandspu Cenchrus echinatus FAC FAC FACW' Q. G.0 Be ggers ticks Bi-dens alba Racchtiris glomeru17folia FAC V1,0 salt bush Laurel oak. Quercus lazir7'folia FACW . Chocolate weed !Welochia cor'chor7fol7Gr FAC Exotic .0 0,O C.O Ear leaf acacia Acacia Cl2d7'iCIIIYb7'r77is Exotic imp Canary Date paler Phoenix canariens s FACU G,O Caesar weed Ure77a loba a FAC G,0 Foxtai.l SetariCl - MiCIdICIO Tabebuica caraiba Exotic M,O Tabebuia. Aristida stricta FAC- G,O wiregrass yellow-eyed grass 31ris diffbr77is OBL FAC «j GO G,O Marsh Pink Sabaticz gra77diflora FAC' G.0 Broom Sedge Aiidrop0 077 Virghlic"s FAC G:O Whitehead broom ,perr,7acoce iverti.cillwa FAC)A7 G.0 flat sedge cyper7ls ligularis >ITE-I" T - 3 Packet Page -3371- - -- --------------------- - - - -._ . 9/24/2013 1 7. B. Dog fennel Etpatol'han capillfjiolium FACW G,O pinchuld heliotrope "'VeRotropiz nzpokyPh llirnr FAC G,O Grape vide s %iris rof�indi oiia .� FAC C G.0 Virginia creeper Ampelopsis quinqugfolia FAC G.O Cat -briar slizil nx spi.3. FAC G,C Wild Pines Miff -leaved Tillandsia faricularar F-Dj /C fZecuFyed T. IlalbisicsfFa FDAIT wired- leaved Z: setarea FONT Spanish moss T. usneoides APIMEVl(ATIOi S — Canopy (r`p), Midstoi -y (PA), GA -vund Coves- (G) gDontinant (JiD), Common (C), Occasional (0) RN DIC ATOR STATUS - Obligate (,OBL),1FacuIta&,ei(%,et plants (FACW), - acU ➢taiive plants (I FA Upland (UP L) Packet Page -3372- 9/24/2013 17.B. 9PRCIE'S' g8SERLIED )eei�s Status CO ldH320h1 �lamu -& –�-- -- — Birds: Dove- mourning Zenaida macroura Cvanocitta cristata Sluejay Dumetella. carolinensis Gray catbird Northem mockingbird iylimus polvalottos Robin Turdus mirratorius Richmondena cardinalis Cardinal Charadrius vocifei "LTs Killdeer Packet Page -3373- 1111 9/24/2013 17.B. jqe.v -Of Subject Parcel Looking b South 'Test From 'rTO rt;j last End m tun,,) of Clash HMes Gnu Sub tect �'�,; cel Packet Page -3374- Qi-acy I e F aMily Heine On Subject FfIrcel , 9/24/2013 17.B. f0amp ofC."storDean Packet Page -3375- lool� 7 T,7 T, LUC C s Packet Page -3376- 9/24/2013 17. B. FLUCCS CODE A.t�ID VEGETAJON INI VE>NTORV FLIT CCS CODE (DeseAption) Common Name 740 l isturb ed Scientific Flame Indicator Status 9/24/2013 17.B. This parcel leas almost been entirely cleared of all native vegetatiou. The parcel was previously used as a mtrseiy. The property also has a single family residence and evidence of other structures present. The vegetation primarily consists of herbaceous glasses with an occasional scattered tree. There is also the occasional remnant landscape nursery (exotic) tree. The following are plant species identified on site with no one species dominating. Common Name Scieutific Nam Indictor Status FACW l3omina►ace /StraLum Cp,O Slash pine Pinus elliotti FAC M,O Cabbage palm Sabal palmetto FACU G,O palmetto Brazilian pepper Ser orur. r eper7s Schinus terebinthijblius Exotic M,C Guineagzass PaWC11172 r77C1,YM7Ztrn. FAC- G,O i\�I,O Cypress Wax myrtle Taxodiunz spp. Myr'cia cerifera AC F AC+ M,O 11��torning gory Iponloea. indica FAC G.O Castor beast Rich -nis conlnizini S Exotic M,C Buckthorn Buntelict mclinata FAC M,O Bahia grass Paspaluin notatinn UPL G,C Lantana Lantarua canaar£t FACU G;O White top sedge Dichroinena colorata OEL G,C Sandspur Cenchrus echin£aus FAC G,C Beagers ticks Bulens alba FACW G.O salt busli Baccharis 0,10mer111 folic, FAC M.O Laurel oalc Quercus lalu•ifvlia FACW Cp;O Chocolate- weed _1lelochirt corchor•ifolia FAC G,O Ear leaf acacia Acacia auriculifor in s Exotic C.O Canary Date palm Phoeniix canariensis Exotic M,O Caesar weed. Urena lobata FACU G,O Foxtail Setaria jeniculata FAC G,O Tabel?uia Tcrheb7ria carniba Exotic M,O wiregrass Arist`ida str•rcta FAG G,O yellow -eyed grass Xyr'is di orinis OBL G,O Marsh Pirtle Sabatia grandfjIora FACW G,G Broom sedge. Ar7dropogon virginictts FAC- G,C Whitehead broom Sperimicoce u�erticillat£i FAC G,O Rat sedge Cyp,er•us ligi.dctr•is FACW G,O Packet Page -3377- ,100%" 9/24/2013 17.B. Dog fennel Eypatori capilllfolizttaa FACW G,O pineland heliotrope Heliotropilinz polyphyll"M FAC GO G,O Grape vine Vitis rolundifolia FAC FAC G_0 Virginia creeper �impelopsis quinq tef6lia FAC G,C Cat-briar Smilax spp. Wild Pines Stiff - leaved Tillandsla f isicidata FDA/C Recurved 2' balbisiaxc7 � Fg T wired-leaved T. setrccecz FDAli' Spanish moss T. resneoicles A.DR.EVIAT t PIS — Canopy (Cp), lylidstoa y (M), Ground Cover (C) Dominant (D), Com non (C), Occasional (0) INDICATOR STATUS - Obligate (GD]L), Focaaltative Wet plants (FACIN), Facultative plants (FAC), Upl and (Uj?L) Packet Page -3378- 9/24/2013 17.B. } �rY �Y � i� -ti �.i41� �J t�•ir L �'4 �{;�.y. } �1�� k 5�'ftC7 �� F {r —' ` ': .�. _ CGLL[ER, BdUL 1 �;A "+ 's's55^ ac+ raf?•� 1..s .ay ] i��x \w� 'H r t -.• + i 1'•>� .° = t3 3 = : t T � ti s F ,r.. a ti' ,{uT ,^' • . Zr'�, ° 'TI : a ti� :—y� K � Y,n � :a "'w, I.{ v"a�� t, 4 �+ az�'s tH�'�� ''',��! �*—, `ti• . 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Z_ w� {', � ^ ' r ii �O4 rli/ "�➢C MFG a"�l`.R� Rr3 � r-£rf Ji' } � �i b .r rye . ., t .. t i•if3 �- -3 kr, ^- ti -! ! a +* lV �,]�• 7. 3'1E � 3. rtS+'x* �u.y� 4--ir S q Pei ,r.f„41°�.w4 f; z,a�+aJ9 .X N .. )A T ft $;� ''tl� k • P 3s �� G. -\ �}, :s ��r.t '.�. ° � sa�'I' r .+��t$� � tr �• � N yl � a` r �"' " r 'x'�x , t �K z; w +�! t+ t tJ c her• # .�i z8 t m +�::s.�' �,ti!r•+ r •r C^i..i' 'rr u.,°+' {x.Ft r t$:- tY"F•� 7 1 �.s .o - xi- sr.3,y e.,�"qS (]• rr �cl a i'•y' m rir a t. u r... �Zy+ 3`�`1t•�h•4+ .ea ;'"� �7''[•".,,z°fr+'TaS t ^f 4 ,� 1 + i r; '}+-.- a F!E � i `�t.,�^ x°;, ��j _^T� �"a•��i �k �:r .ai � 3��4ay �s� 11 �' .•'-�� ti,L�.v .Y 'f�° t't :'L o ; °Xt . p. laS�.l.� : u �'� � � j: ¢� � •� � �� yay -. i t!7 Q '.f` 1 # s9E n fi 4 z st^ t' a ]i a � � 'r� '• ``ifs• •r-: � 1 `,`. �, �$_ 7 ¢`:��- y -„r- -• ls 4�'` v c 'i, }'..{,3�a67 ''�} 4a� k a �•• �a,•.t`. 5Y. tg� ref"- �� .r f yq ='��'t Y`•aY'c'z'.. ra {;5 �'t °' ? �, �+ ti,tT�� ^-+s r• i y' `S _L"'ry':: .• ,rfr,, tiv 3!`Lr %!�V §,. sy'Wr'cr 3•c�; Sri x y� •r ,F Y Packet Page -3379- JtilY-1 i'CUU� ur i 1; .�q tin u y m i um FAX NO. 3058289598 LIMITED PI-IA.SE II ENVIRONMENTAL SI'YE ASSESSMENT For: Doria's Landscaping @ 14290 -14300 Collier Boulev,,:rd. Collier County, FL Prepared for: HOME DYNA /TICS 4708 West Commercial Boulcvard Tamarac, FL 3331.9 Prepared by: D NATECH ENGINEERING C ORIP. Geoteclnical, L, nvironthenta1, Consultamt Miami, December 6, 2004 2 Packet Page -3380- P. B 9/24/2013 17.B. JHN-1I -j UWb WE 11:�b HPI UYNfflUH MX NO, Kb&8y M P. 04 9/24/2013 17.B. - TABLE OF CONTENT SECTION I'ACE COVER PAGE 1 TABLE OF CONTENT 3 1.0 INTRODUCTION 4 2.0 SCOPE OF WOPJ.( 5 3.0 FIELD INVESTIGATION 6 3.1. Soil Investigation . ............................... 6 3.2 Groundwater Investigation 4.0 ANALYTICAL ICAL TEST RESULTS 8 5.0 DISCUSSION AND RECOIVMENDATION ; 9 A.ppe -radix I Monitoring Construction Dial;rarm. Appendix II Soil Boring Lots. Appendix III O.V.A. Analysis Appendix IV Laboratory Analytical Result: Appendix V Site Flan. Appendix VI Aerials & USGS Maps. W Packet Page -3381- JHN -1 I -eWb I UL 11:6b Hit llYNH I-UH FAX NO. 3058289598 P. 05 9/24/2013 17.B. 1.0 1,NTRODUCTION D4, NATECH ENGiNEEiRlNG CORP. (DEC), was reUdned by Home Dynamics to prepare and irripler6cnt a Limited Phase II Environmental Site Assessment .SSA for the property located at 14290 -14300 Collier Blvd., Coll�er County, FL. The purposo of our assessment was to verify soils and. groundwater conditions relative to the former activities on site. The subject property operates as Doria's Landscaping since 1979. The I'dursery consists of a one -story office building, an open storage ;structure a water well irrigation system and an above ground Fuel Storage Tauk (AST) area, for (3) 500 - Gal. AST'S. Due to the use of Agrichemicals and. petroleum produ.ct;i on site; a Phase: Il ESA was installed. 11 Packet Page -3382- JAN- 1I -M6 TUH 11:36 Aft DYNATCH FAX N0, 3058289598 P. 06 9/24/2013 17.B. 2.0 SCOPE OF WORK Mir scope of work was developed to represent a Limite,i Assessment of the soils and groundwater at the site. The following was the scope of work: I,- Install one (1) compliance temporary monitoring well. 2- Perform one (1) soil. boring test. 3- secure groundwater samples for analysis for EPA method 602, 61.0, 608 and RCRA. metals, as well as T, pH and conductivity. 4-- O.V.A. analysis of soil cuttings. 5- Documentation oI our findings and recommendations. Enclosed please find copies of our Field Boring Lag, Aaalytical Test Rmilts. Monitoring Well Construction Diagram, and Site Plan, 5 Packet Page -3383- JHN-11 -LUUb 1U1; 11-: f fin UYNKUH FAX ISO, 3U'b8289598 P. 07 9/24/2013 17.13. 3.0 FIELD INVESTIGATION On November. 10, 2004 our drilling crew met at the sulr ect site and initiated the construction of the Monitoring Well and Soil Boring installation. The location.of the soil boring; ,aid Monitoring Well is indicated. on the ,attached plan.. 3.1 Soil Investigation: One soil. boring SB -1 was perfon-ned down to an averag-. depth of 6' below existing; gromid surface. All soil borings were performed according to ASTWi D -1586. A copy of our drilling procedure is enclosed in the Appendix. Soil sam -tiles were collected frown the Vadose Zone during the soil. borinL;s operations, split and placed in 16 -minoe glass jars, half ::iall and covered with AlUMiD.urn F oil. The head spare in tine jars was allowed to stabilizers between 20 C✓ and 32 C✓ and readings were obtained. five minutes thereafter using; ,m organic vapor analyzer 00.1 �./F.I.D. ON. A. `.Pest results were found in compli,ance with state iuid county standards. 0 Packet Page -3384- JHP1-11-i-lUUU IUt 11 ; J t Hri I)YKBIGH FAX NO, 3058289598 P. 08 9/24/2013 17.B. 3.2 Groundwater Investigation: One {1) Temporary Monitoring Well was installed at thy., location indicated ran. the attached plan. The :Monitoring Well consisted of two inches in diameter, 15' long P.V.C. scli.eduled 40, the lower 10 feet screened and the top 5' feet solid riser. The monitoring well construction diagram. is enclosed ij i the appendix. Development of the wells was performed until clear groundwater was evident. On November 15, 2004 groundwater smnples were secured pursuant to purging the well a minimum of 5 volumes. The well was then same -led for EPA method 502, 610, 608 and RCRA metals, as well as Temperature, pEl. and Conductivity. Groundwater samples were packed on ice and transportad to STL Environmental Laboratories for analysis. All veld drilling, sampling and testing work was conduoted according to our approved Comprehensive- Quality Assurance Plan on file with D.E.P. QA flan #910058G. 7 Packet Page -3385- JAN -11 -2005 TUE 11 :38 AM DYNATCH FAX NO, 3058289598 p nQ 9/24/2013 17. B. 4.0 ANALYTICAL TESL' RES-ULTS Secured groundwater samples were packed on ice and Transported to STL Environmental Laboratories for analysis for EPA method 602, 610, 608 and RC A. m ells. All test results were found Below Detection Limits BDIr and/or in compliance with stake and county regulations and are included in the appendix. Except for; 4,4 DDD and 4,4 DDT, which were detected at 0.29 ug /1 ar.!d 0.56 ug /1, sli.glatly Wgh.er than the allowed m.aximw'n contaminant level MCL of 0,1 ug /1, yet below the natural attenuation Default source of 1.0 Ug /1, Therefore a'o reinediation i;:s recjuired. 8 Packet Page -3386- JAN -11 -2005 TUE 11:38 AM DYNATCH FAn N0, 3058289598 p in 9/24/2013 17.B. 5.0 DISCUSSION AND PRE COMMENDATIOr ,4S Based on our site inspection, physical and analytical assessment of test re.siults, it is evident that the 'groundwater in the tested areas have bei.11 impacted by the activities on site, detected. levels however are below the natural al Genuation Defau;it source and therefore, no rerned.iation is required at this time. It has been a pleasure serving you at %leis phase of your projcct and loop:forward to do so in the near future, Sincerely yours, 4 fS 's i? M'1' Wissam Naamani, PE l YNA ECH ENGIITIIEDUNG C01UP, Florida Reg. No. 39594 Special Inspector No, 757 $Y /sly 9 Packet Page -3387- JAN- 11 -CUUb Tuh ll:3u AM UYNUGH FAX N0, 3058289598 9/24/2013 17.B. APPENDIX 10 Packet Page -3388- JAN -11 -2005 TUE 11 :39 AM DYNATCH a- FAn N0, 3058289598 •. �..< _.:.� r...° - •� a plc:—,._.. .GFOTECHNICAL � ENVIRONMENTAL (`(. IIYDR06'EOLOGY \\ 0 0 1�11"1r�a "V A7 �aJ1tlL�31�1Ed31� d1�1 CORP- 501L SAMPLING 1 —WIE- P. 12 9/24/2013 17.B. TESTING LABORATORIES DRILLING GERVIGES. INSPECTION SERVIGES ROOFING DATE 14ove"er 10, 2004 _ CLIENT $cam D I arcs -- PRO- IEC'1' = Doriav s Landscaping @ ADDRESS 14290 -14300 Collier Blvd.. Collier B.Gvd.. Collier Cau.n!q .� • rT, '�Y .A.�rll.iJil�l:i`A.x -.- ;T131S�! +tOC1TdON UdFIL TYAE. �R� - ' E+'•1`)�.:`;' I; 0' —D" to 21-311 21 i 21 -9" to 41-01' 2 5 49--021 v® V -01' 0 0 T3.E.L.S. BELOC 7 %s STIEG 1UO SURUFACE ,rECHN1CIAN, — Xm _ 750 West 84 Street, I.lialcah, FL 33014-36 18 .Phone (305) 828 -7499 .Fax (305) 028 -9598 Packet Page -3389- JAN-11-2005 TUE 11:40 AK DYNATOB FAX NO, 3058289598 tEOTECHNLGAL. 6VIRONIVENTATL HYE)ROGE!OLOGY AMMSTOS DYNATECH ENGINEERUS'G COR.P. 11 FIRLD ANALYTT!C:AL REPORT DATE Noymber 15.2004 CLIENT = Home Dynamics ADDRESS . 4788 West Commercial Blvd., Tamarac, Fl, 33319 PROJECT • Borial s Landncapj�!,& @ ADDRESS • 14290-14300 GalUer Blvd.. Collier Com,ty, FL V -Y SAMPLE, LOCATION PH CONDUCh AT NO. qj P 1� 9/24/2013 17.B. TESTING LABORATORIES DRILUNG SERVICES INSPECTION SERVICES ROOFING Tested by: w'—1 Packet Page -3390- 76C 7-8 150 JAN -11 -2005 TUE 11:40 AM DYNATCH FAX N0, 3058289598 P. 14 9/24/2013 17.B. GEOTECHNICAL ENVIRONMENTAL I-IYDROGEOLOGY D J NA i . E CH � - Ef•.r- p /.... y- �1- .y R 1 !qG CORP Q 1 . 1 TESTING LABORATORIES DRILLING SERVICES INSPEOTION SERVICES ROOFING MONITORING WELL CONSTRUCTi. [ON-DIAGRADY1 DATE 11 -10 -04 CLIENT H=e ftl cs . ADDRESS 1,788 'hest Comn ercial I 1 -y-st, v Tamarac. -TfF M19 PROJECT Dania °,s Tl.ards to ADDRESS 14220- •143DO Collier. Blvd., , Collier a fir_ FT, M.W. it 1 LOCATION . SAS —�'" 1- inhale a,.cmbly S .�• 21 Y. . MONITORING WELL FIELD DATA: M:W, Permanent M.W. Temporary M.W. Size M.W. Depth M;W. Screen Depth of Groundwater Bentonite Seal SUBSURFACE D ©➢`A91 t:o 1 4 Olv � e aLycYs °' to 2'-D" � 2Q —Opt to 31-061 39--011 to 57- 099 59-,[)99 to ,r9, -4" 54-469 to 80-61V 4 a9 -69i to 15 it • JD 2 inchea 15 feet In feet 7t_ t9I ITIA IVESTIGATION: . Topsoil Tam sandy shells Dark gray sand Tana saw Green silty sand Creep slis .€ iy Silty sand Tan saud CO tilialmQntS: p 1A_ Driller: Packet Page -3391- Kin a SLCIar<� �p �Salfa inset t"u m5,17. � •E3.4.c. Slottt9 ... X31 e eleas •-� ai�.ica � :d ® Cap JAN -11 -2005 TUE 11:41 AM DYNATCH FAX N0, 3058289598 YTICAL 1=RT J&R : M04 -0143 STS, Prot eat# : M5.4AQ103 Site Nacre: RMteCh Enaineering -220. Task: Ioria l r>' Lar4sCaPir-g Sam Naam�ni. 750 Nest 84th Street Hialeah, FT..4 33014 STL - Miami tl xamar) C) - -a" a i�tteraon�Bxuce 1"x0ject Manager 11/30/2004 P 1; 9/24/2013 17.B. 1113 STL M(arnii a 10200 USA Today Way @ Miramar, FL 33025 e Tel 954 4314 Fax 954 4311959 e wim.st/•lnc.com STLZIL8120M•540 11:1021 Packet Page -3392- JON- 11 -2UU6 TUE 11:42 All MATCH STL Miami Certifications State Certification Numbei Florida EaB349 Alabama 41180 South Carolina 95023 Tennessee TNO2636 Puerto Rico Fl 90635 Data Qualifier Codes A Value reported is Via mean value of two or'more determinations. FAX N0, 3058289598 P.. 16 9/24/2013 17.B. Z\13 Results based on colony counts outside the acceptable range, The code applies to mlcroblolootca! tests and specifically to Membrane filter colony counts. This code is to be used It the colony count Is generated from a plate In which the total number of ci Tonics exceeds the mathod Indicated ranges. F When reporting species, F indicates the female sex j H Value based on field kit determinations, results may not be accurate, This value is used when the osuits have been delerminad using a fold idt or method that has not been recognized by the Department as equivalent to EPA methods 5stlmeted value. This code may be used If the surrogate oxoeaded Ilm►ts, no knOWn quality control :rlterla exists for Via compimeni, the reported valued J failed to most established quality control limits, it the sample matrix interfered with the abillbj to mzl:e an.accurate daterninatlon, or if the data is questionable because of Improper laboratory or field protocols. The "J' values is aocomponled by r comment or lu €lification far It's use. K Off- scale, low. Actual value Is known to be less than th ®•reported value. This value is used if the vo ue Is less than the low5st ralibratlon standard and the calibration curve 1s non-linear or if the value Is lmovm to be less flian the reported value based on s re; sampla dilution or some other varl>ble. L Off•scalo high. The value is known to be greater than the value given. This value is used vlhon the reported value Is greater than tho acceptable level for quantitatlon (exceeded the linear range of the cailbration) and the calibration curve Is known to exhl rlt a negative deflootlon. When reporting chemical analyses: the presence of material is verified but not quanllfied, the actual value Is lass than the value. given. The reported value shelf be the laboratory POL. This code Is used If the actual value Is too Imv to permit accurate guar liflcatlon. P� Presumptive evidence of the presence of a material. This code Is used if the component has b ©an c aterminod usino a mass s,h3ctral library seafch`or it there is evidence that the analyre is present but the quality control requirements were not met. Q Sampled, but tho analyals was lost or not performed. Q Sample was held beyond the acceptable holding Item. The value reported was less than the laboratory method datecilon GmII. Thu value is reported for inft rmationaf purposes only and shall not by used for r statlstleal analysis. U Indicates the compound was analyzed for but not detected. The value associated with the quailtier u rail be the laboratory method datactlon limit. V indicated the analyse vias detected In both the sample and the associated method blank. The value n the method blonli is not imbiravied from the assaciatod samples Y The labol•alory analysis was from an unpresorved or Improperly proierved sample. The data may nc t be accurate Z Too many colonies were present (TNTC), the numeric valuo represents the tlilratlon volume I The reportod value Is betveeen tha laboratory method detnclion limit and the IaUoratery praefical guar tltaton limit. Data vrae re)actad and should not be used. Some or a)) of the quality control data for the analyte tvel ) outsit G of control criterla .end U v presence or absence of the analyte Gannet be determined ° Notenelyzsd dire to interferenca, D MPMDUMment teas made In the fleid. 2 Indicate3 extra samples v:ere taken at composite stations R Signiflant rain In the past 45 hours. Rainfall amounts may contribute to a lower then normal value Deviates from historically established concentration ranges Packet Page -3393- .�1 JHN-1I-i�UUS WE 11:44 M UY ffl-Uh h Hn NU, Mbb; ubub SLaMFlE SU n�Ai RY N. 1 '1 9/24/2013 17.B. 31.3 SAMPLED1J7 LAB SAMi .LTA TD CLI= SAMPLA ID DATE _ Tl MS DATE IMS M4014301 Kq--1 11/11/2004 1C:00 11/15/2004 13:30 Packet Page -3394- M JHN- 11 -�Nb TUE 11:44 AM UYNATUH FAX N0, 3058289598 MTHODS Six 01::b#, N104 -0143 ST-L Projectti#-. M4A0103 Site Nan -pa: h II 3ineerirrn ANALYTICAL D 8270-1-i5L FOLYWCLEAR AMv%T1C f•rMFrr ONS 55g8463 8270 FLORIDA PERTOLEU14 RMGE OM=CS FLA M -PRA .AQUEOUS MEI'HDD 6D8 - Polff awRIMTM BIP'MlXL S CM136 608 =- 140D 0108 - PRIORITY POLLUI'AVT PESTICIDES C M36 608 ?,aex.)i.c •- Total MCAkM MC7" 200.7 200.7 Barium - Total MC,* 'm 200.7 Cadmium - Total MC1Wvq 200.7 Chromium - Total MC WVT 200.7 Dead - Total MCZ. W 245.7 Ka -Quy - Total N'j 4K 200.7 Selenium - Total MC3a�M 200.7 Silver - Total P. 18 9/24/2013 17.B. 4NJ6 �,�.36 Guidelines Establiehing `Pest Procedures £oa' the An lysis cif Pollutaxits 1Jnder' the Clear Water Act, and t�.PP =�di: �? -C; 40 CIR Pazt 136,. USERk Office of Water. FA "C e--�.dium of metier", State of rloric34, Depaactment of RVJXorM=tal Protection. MCPkM "Methods for CherrLoal A,-alysi,s of Water Euld waetes ",EPA /600/4 °79 -020 (Mar 1983) with updates and supplements EW600/4- 91-010 (L7usi 1991) , F�PA /600/R- 92 -129 (Aug 1992) and EPP/600 /R-93 -100 (Aug 1993) SW8463 "Test Metho`15 for EvalratiT19 Solid VZast° � Y�1e5� B/93; �oaLF Methods (SU,846) , Third Edition, 9./86; Update 1, 7/92; % r 9/94; jjpd cte Tin, 1/95; Update 111, 12/96. Packet Page -3395- JAN- 1I -ZUUh TUH 11.4'b An UYNATCH General Cants FAX N0. 3058289598 iIY\1 -CCMVP1a�FI su q*Ry Job#: M04 -0143 smu Pro f ect# : K 4AO103 Site Name. 2Mgtech kRmineering P 1Q 9/24/2013 17.B. \13 The enclosed data have been reported utilizing data qaE•lif ers (®) as ci Eizled an the Data Cament Page. Soil, sedimnt and sludge sample results are repo tac..on "dry weight" bat =is unless otherwise noted in this data paclt age. ..ccordazxg tt0 40cTR Part 136.3, pH, Chlorine Residual, Dis.sal-ved Cvygen, Sulfite, and Temperature analyses are to be perfcaTred in ediately after aqueous sample; collection, Mr-n these parameters are not indicated as field (e.g. jai. -Meld} , they were slat analyzed ir17,0di ately, but as soon as pose ibl:e after laboa atozy receipt. sarcple dilutions were perfozred as indicated on the attached Dilution Iag. '[ae rationale for dilution is specified by the 3 -digit code acid d- finition. Sam le Receipt COnrents Mod -0143 sample Cooler (s) were received at the following t,e"r, turc- (s) ; 8 eC All samples were received in good canda.Gion. XIMS Semiyolatile Bata No deviations from protocol tare en ntered during the analytical pence- luxe €l. . GC Extractable Data No results for LCS, aanple Vas extracted for r--thad 60E water, mnt-hcd 0082 rec red too, Lcs was not extracted for method 8082 water. Metals Data No deviatiom frc�-n protocol were enco=tered ciurinag t%e a call tical P =edema . sY Yr �r tlr � � it The results resented in this report relate Only t:1 the analytical testing and condition of-the sample at �ceipt. This report per rains to only t'sose e les actvally t ®ai~ed, ill° ggbs� of his rt ale integral �aXta of tI2A axaa.�ytical� data. Therefa�, t1da report" shoLld by repimuced enly in its e:=ixety. Packet Page -3396- JHN- 11 -MI.) TUE 11 :4b All UYNATUH Date: 11/30/2004 Time: 15:58;47 FAX NO. 3U58289598 Oynatech Ensineerins Corp. Dorto's Landscaping P, 20 9/24/2013 17.B. peae: 9 Rent: Ald14ZD Sample I0: (114.1 Date Receiked: 11115/2004 Lab Sample ID: M4014301 Project Na: NA40103 Date Collecttd: 11/11/2004 Went No. DYNAT2 Time Collected: 1000 Detection -- - DatelTlRto- --- Parameter Result Ltj Lim C iJn3tr _Retho,4 _ , _ Analyzed Int AQUEOUS- SN8463 8270 - IISL PAH'S 1- llethyt naphtha [one BDL 5 UG /L 8270 11/19/2004 16:33 1.1E 2- Methyinaphthatene BDL 5 UGIL 8270 11/19/2004 16:33 ry•E Acemphthene BDL 3 UG /L 8270 11/19/2004 16:33 ME Acenephthytene 8DL 3 UG /L 6270 1111912004 16:33 ME Anthracena BDL D.3 UGIL 8270 11/19/2004 16:33 MU DenzQ(a)anthrecone ODL 0.2 UG /L 6270 111'1412004 16:33 m Benta(a)pyrene OOL 0.2 UG /L 6270 11/19/2004 16;33 mF. Banza(b)fluoranthene BDL 0.3 UG/L 8270 11/1912004 16:33 HE Benzo(ghi)porylene BDL 0,3 UGIL 0270 11/19/2004 16:33 ME Benzo Wfluorenthom BDL 0.5 UGIL E5270 11/9912004 16:33 HE Chryaene BDL 1 UGIL 6270 11/39/2004 16;33 KE D1bonzo(a,h)anthrscene BOL 0.3 UG/L 8270 11/19/2004 16:33 pE Fluoranthene BDL 0.3 UGIL 6270 11/99/2004 16:33 ME FIIlorene BDL 5 UGIL 8270 11/1912004 16:33 ME Lndeno(1,2,3- cd)pyrono SDI. 2 UG /L 8270 11/4912004 16:33 RE Naphthalene BDL 5 UG /L 8270 11/10/2004 16:33 ME Phan:anthrene BDL 5 UG /L 6270 11/19,12004 16:33 NE Pyrerw BOL 0,3 UGIL 0270 111191ZO04 16.33 14C Surrogates 2-Fluorobiphenyl 33 QC Lmta: 48 -112 9 0270 11119120014 16:33 t-.E Nitrobenzene -05 36 oc L @t €: 41 -111 % 5270 1111.12004 16:33 Me p-Torphenyt-d% 53 QC Lmts: 51 -135 ti 8270 11/1912004 16:33 ME AQUEDUS-CFR136 609 - P.P. PESTICIDES 4,41 -DDD 0.29 0.020 UG /L 608 41/17/2004 22:05 JV 4,41 -DDE BDL 0,015 UG /L 6D8 11/17/200.4- 22:05 Jv 6,41-DDT 0,56 V 0.025 UG /L 608 11/17/2004 2205 .IV Aldrin ODL 0.020 Ur, /L 608 11/17/2004 22:05 JV alpha -9HC 0DL 0,0'25 UG /L 608 11/17/2004 22;05 Jv Aractor 1016 ODL 0.070 UGIL 608 11/97/2004 21:05 HA Arocler 1221 BDL 0.070 UGIL 606 11114/2004 21:05 VA APaclar 1232 BDL 0,070 UGIL 600 1111712004 21:05 MA Arocler 12(:2 BDL 0.070 UGIL 608 11117/2004 21:05 WA Araclor 1246 BDL 0,070 UG /L 608 11/11712004 21 :05 KA Aroclar 1254 BDL 01070 UG /L 608 11117/2004 21:05 MA ArDetur 1260 BDL 0.070 UG1L 603 11/17/2004 21:05 MA Leta.BHC 1.7 01025 UG /L 608 1111712004 22:05 JV deita -SH6 0.81 v 01015 LICIL 608 1111viROO4 22:05 Jv Dieidrin Opt. 0.012 UC• /L 608 1111p/ZO04 22:05 JV Endasulfan 1 ODL 0.030 UG /L 609 11/1712064 22:05 JV Endosulfan 11 BDL D.020 UG /L 608 11117/2004 22:05 Jv Endosulfen sulfats 11.56 V 0.020 UGIL 608 11/17/2004 22:05 Jv 9-Win BDL 0.020 UGIL 605 11/17/2004 22:05 Jv Rndrin aldehyde 115 v 0.020 UO /L 608 11/1:712004 22:05 Jv gamma -OHC (Lir.daney 6DL 0.015 UGIL 608 11/1''/2004 22:05 Jv lleptochlor @PL 0.025 UG/L boll 1111712004 22:D5 JV Heptachlor epgAlda ODL 0.010 UQIL 600 1111'(12994 22:05 JV liothonychior 1,2 V 0,010 UUL 600 11/1712004 22 :05 dv STL MiuMi Packet Page -3397- 11—\ jm -11 -200 TUE 11 :46 AN UYNATCH Date: 11f30/ZDD4 Time: 15:50:47 �1 FAX 140, 3058289598 Dynatech engineering Corp. Doria's Landscaping P. 21 9/24/2013 17.B. 01113 Page, 2 Rept: AN1420 sample 10: 15U -1 Date Received: 11/15/2004 Lab Sample 1D: H4014301 Pho)eat go; MA4AO103 Date Collected: 11111/2UD4 Client Nor OTMAT2 Time Collected: 10:00 Detection ® -Date /Time -- Porometer Limit -, unit., iet od — --Analyzed nt surrogates Decsch(orobiphenyl 120 OC Lmte: 70 -130 P 606 1111712004 21:05 MA Docachlorobiphenyl 34 OC Lmte; 70 -130 GOB 11/17/2004 22:05 JV Tetrcchloro•m-xylene 84 OC Lmt&: 70 -130 X 608 11117/2004 21:05 HA Teirechloro- m- xylene 129 99 Lmte: 19-134 X 608 11117/ZOO4 22:05 JV .AQUEOUS FLOPIPA FFRTOLRUM RANGI= O- n6A4ICS (1) GRO CCS -10 Range) SDL 2.0 MG /L FL-PRO 11/16/2004 23:5a IiF (2) DP.O (C14 -C28 Range) SOL 2.0 11G /L FL -PRO 111102004 23:58 MF (3) TRO CM-C40 Range) 6DL 2.0 MR /L FL-PRO 1111612004 23:58 U (4) PRO Total Petroleum Hydrocarbon RDL 6.1 f4G /L fL•PRO 11/16/2004 23,58 i3F SurrDgete9 C39 Surrogate 7a OC Lmtg: 40-140 FL-PRO 11/16/2004 23:58 MP Fletals Analysis Arsenic - Total BOL 0.01D Wl. 200,7 1111512004 1300 RP Barium - TOW SOL D.050 MG /L 200.7 1111912DD4 13:DD RP Cadmium - TOtel 69L 01010 F1G /L 200.7 11119/2004 13:00 RP Chromium - Total EOL 0.0050 HG/l. 20017 1111912004 13:00 RP Lead - Total DDL 0.0050 MG /L 200.7 11/1912004 13:00 RP iIN, Mercury Total SOL 0.012 MG /L 245.1 11119/2004 13:00 RP Selenium Total 0 1 0.010 KBIL 200.7 1111912004 13;00 F:P Silver - Total BDL 0.0050 MOIL 2DO.7 11/19/2OD4 13:00 RP STL Miami Packet Page -3398- JHN711-CUUU IUt 11 ;41 fill UYNHIUH tHX NU. M`JteW3bM d m Care da'L ti°C 4d 1J a+ {r a� g rr aaaa4 as N 29 N a g � a V 4. Co � C uJ � v dI J N � 'lJ r' E o p d m Care da'L ti°C 4d 1J a+ {r a� g rr aaaa4 as N 29 a g � a 4. Co � C uJ v dI J N o p J A t3` f75V G7a r n OA ua�o 45sS55? ntad a � S Coo -S GgG 4 t--O 2 aoec�o�a ®a m •� 94000 BA •""� �' Q 0000 ® O �� p 8! n 4.J N � e c a cam 2 ua N ve Packet Page -3399- V. i:f;� 9/24/2013 17.B. 6ua J N v Y U Lu r D n a O II N o p y C.w t3` f75V G7a r n OA Coo -S GgG 4 t--O Packet Page -3399- V. i:f;� 9/24/2013 17.B. 6ua J N v Y U Lu r D n a O II vaua a t t—vVV a Vv 1 ♦ 'a t ataa u taatlt Vli t Itt2 12V. JVJVLVVJVV l a L.J 9/24/2013 17.B. N Q N_ En w O u M. � Q- Li � d O 1 G7. • ,d r° � O m r.� gj rL C 19 Q t B u_ S C3 00, o q G C3- : i A Packet Page -3400- r� N G u a� 6 9 w C� a.m O !i e E iQd tl � v ,r ddddd cC 4f d-L4 d CddQK of �.zzazdz. aazvzzz Gd az m to J G 1N N 1pyaol S b Y u Y c u � O 1 6�! �• N til :a Qv�tn l�t�6 Py� NOb 8G 0tn ®t9 NNN N NPM NNNNNv 00 mIq �f� �t s N O e B O O O o b A O O® ®Q B© 0 0 0 O e © ® ©� © 0 9 O a-4 QQ v r,� rry � e o o � � u� • O "e v a �b ®�6e6COfla.0 O 90 a8 Z!, u a U L' vi �q � zR �3 vu a c?sm vr 2 e5 A w 9�- 7 c 3 � " 5 , a aL c w s0�v.i.sowwuJ - "O ® Packet Page -3400- r� N G u a� 6 9 w C� a.m O !i V /lit 11 C -V%j,; IVI.. III-1 1111 Vllliil Vli !lilt tl%J, JVJVC -VVJVV l. C P u a. III C N w d 67 r f3 � 6 V, OL F -PIT�•L V N to F1 0 'p z G. � N G _O O G: �1� O d N n c O 6 in ®m t�in r• ca >° Packet Page -3401- 9/24/2013 17.B. 0 H K ba a+ of 12 ql n 0 p f3 J aGG In C •Y Y � r a to w N ? C �' pL J w C= r � to .� Cn F' e5a a a -7 <. a cvrvrv� 1 b Q J r m d uo N Y a 0 L V EI °p A �I 9 _ N G i _I K OL Q to La �:1 lit F- 53y t ®q 142! m� Nm c, A d c 0 o Y O P1 L D !- Et. 5 P• Packet Page -3401- 9/24/2013 17.B. 0 H K ba a+ of 12 ql n 0 p h N w .%i C 0 V 2J r�'6 u W q A b D d g1 � Q 6 N Packet Page -3402- 9/24/2013 17.B. A.3 EAy t0 d ti N m b G! a �n 4 a R •r J N N tU' J ni dz2dm�Z N va Br p O � � d ct 6� N ? N O O O B 9 0 9 d •d � G4 PB B�© 1 C q M 67 CJ d N } N W •C a � ` tm a L3 Ep Yyw�g2C a ro limo Cj-d0 N'Q Packet Page -3402- 9/24/2013 17.B. A.3 EAy t0 d ti N m b G! a �n 4 a 9/24/2013 17.B. CFLAE'i OF CUSTODY DOCUMENTATION rMoM Packet Page -3403- V3111 11 LVVV IVL: II - ZV 1111 VIkILLI V11 r � N t M LU O �UJ Cm rd c-J, I� 1 I I 71'�A t? cis o n 00 G6 0 I Im� UJ ® 5' o fl ® rz-• rd C 4 too s a lfr `A q � � o G °j Ln 4 ° 3 9/24/2013 [L;rrj,ij "I;; r41 �� fr••1�L C �1, +111 - - - -- L .rr �1� , 111•' 1M °� �� Y -; Packet Page -3404- V M° CA I I ILA (� Q _ J- I i 7 �.! u I I L I f l l l (III I 1 Packet Page -3404- 9/24/2013 17.B. ATTACHMENT 4 Photographs Packet Page -3405- 9/24/2013 17.B. c,,,oj! @qr Soulavard ,F"arcal collier County, Florida Photograph 7 View from the north portion of the residential property ofl Ong West. e+ H r• Photograph 2® Vie .W from the central poriiion of 'the residential property looking east. Packet Page -3406- 9/24/2013 17.B. . . . . . . . . . . . . SIN X Photograph 3— View from the central portion of the residential property looking west. W Packet Page -3407- 9/24/2013 17.B. >i { i - .4• _ , aY{+. X14' }•. ,� ... .. -�'�'S. "` t:. Photograph 5— View horn the south portion, of the residential property looking east. i d i G. C ._� a �:CF'+N�. ra-rju � : } `� e. �as� ' • �i ��j i • i _ _ t � c 5 7 g+ r Photograph 6® View from the central portion of the residential property loot ",ing SOLIth, . Packet Page -3408- 9/24/2013 17. B. T j^lt� M Photograph 7• View from the north portion oft he nUrsery property looking South. .4 R A p1loflograpil 8— View -Frorn the north portion of the nursery property looking South. Packet Page -3409- 1 9/24/2013 17.B. Ar Photograph View from the central portion of the nursery propel Ly looking east 5 q, ?, '. Fq :4 -A I wi_d �"Oi IN' Lift he t nursery property 1001161 Photograph 10— View from Lhe central portion of L south. Scattered pine and cypress. Packet Page -3410- 9/24/2013 17.B. Photograph 11— View from the western portion of the nursery property looking West. . Xj) trL rgN -4 Photograph 12— View from the western edge of tine nursery property looking south. Packet Page -3411- 9/24/2013 17.B. . . . . . . . . . . . .......... ! Photograph 13— 'View from the western edge of the nursery property looking north. 11V MIN, Photograph 14 View from th-- southern portion of the nursery property looking south into the adjoining property. Packet Page -3412- 77 o Photograph 15— View from the SOL]th,-.rn edge al'the nursery propellLy looking \Ale-St. 9/24/2013 17.B. n Maw!-la�M,M- Photograph 16— View from the central portion of the nursery propel 100KIng east. Packet Page -3413- 9/24/2013 17.B. W f 5111 Photograph 17• View from the central portion of the nursery property looking ,Vvest. Adjoining property in view on left side. Packet Page -3414- 9/24/2013 17.B. ATTACHMENT 5 Water Management Report Packet Page -3415- 11� Wateir Management Report lei r Hole Montes 950 Encore Way Naples, FL 34110 Jane, 2006 Packet Page -3416- 9/24/2013 17.B. Jerry C. Neal, PE 26646 ILIM Authorization # 1772 9/24/2013 17.B. BOXWOOD PUD Narrative The subject 29.69 acre Boxwood PUD property is a RESIDENTIAL PUD and is located in the northeastern quadrant of Vanderbilt Beach Road and County Road 951. This site is located about 1/4 mile north of Vanderbilt Beach Road on the east side of CR -951. We are applying for a construction permit for the entire site. The site is located adjacent to the CR 951 Canal which is maintained by SFWMD BCB. According to Ananta Nath, a new weir will be installed at Vanderbilt Beach Road and the top of gate elevation will be 12.5. The BCB will maintain the upstream water level at 12.5 before, during, and after each storm event by adjusting the gate. He stated the WSWT and control elevation is 12.5 NGVD. The tail water design is elevation 12.5 throughout the computer run. PROPOSED: The storm water management system is 26 +/- acres will drain to the front lake. The control structure will be located in the front lake and discharge to the CR -951 Canal. The overall site percentage of impervious surfaces in the proposed plan is calculated to be 50.38%. LAND USE (29.69 ac) Items Areas % Roof 5.57 18.76% Pavement 2.93 9.87% Drive way 2.71 9.12% pervious= 14.73 ac = 49.62% Concrete /way 1.80 6.07% Lake 1.89 6.37% impervious= 14.96 ac =. 50.38 °!° Preserve 4.15 13.98% Pool 0.06 0.20% Grass /open 10.58 35.64% Total Site 29.69 100% The preliminary 25 -year 3 -day calculations were assumed that the site is one watershed basin; therefore, the total lake volume was used as the site storage volume. OPEN SPACE = 60 %. WATER USE: A water use permit will be obtained from SFWNID for inigation. DEWATERING: No dewatering planned for the digging of the lakes. Packet Page -3417- 9/24/2013 17.B. �/ qq �pp CHECKED BY : C'ZOJECT Ho. 950 Encore Way °S- ©W Cl�S7 © -all 200 -1,112 w Elm am Naples, FL. 34110 p g /� DRAYQN BY : CAD M E HAJAE Phone: (239)254 -2000 � Hinny Map 9 _I EMIV16111c ', HVL E MONTE- -9 Florida Certificate of pq� ; E�1 M — ITEM �]y • Authorization No.1772 gam$ " 3 UknFty Packet Page -3418- J Z C W O 2 K 70 O U m j QU m Z7 s and -ama A.:w n0O HOV38 11101GONVA NI N1 9/24/2013 17.B. Packet Page -3419- 9/24/2013 17.B. WATERSHED (26.58 ac) Items Areas % Roof 5.57 20.96% Pavement 2.93 11.02% Drive way 2.71 10.19% Concrete /way 1.80 6.78% Lalce 1.89 7.11% Preserve 2.46 9.26% Pool 0.06 0.23% Grass /open 9.16 34.46% Total Site 26.58 100% Proposed entire site: Percent of site pervious = 14.73 ac/ 29.69 ac = 49.62 % Percent of site impervious = 14.96 ac/ 29.69 ac= 5 0.3 8 % Soil Storage (sake Side slopes 0.45 ac) 14.4 = average grade = (12.5 + 16.3)12 12.5 = control elevation 1.9 = storage depth From Chart on page E -3 Figure E -1 1.7 = inches cumulated available storage (1.9 depth to WSWT) 0.03= inches of soil storage (0.45 ac pervious / 29.69 ac total x 1.7 inches) CN =1000 / (0.03+ 10) = 99.69 Soil Storage (Outer slope perimeter berm 1.43 ac) 14.5 = average grade (12.7 + 16.3)/2 12.5 = control elevation 2.0 = storage depth From Chart on page E -3 Figure E -1 1.8 = inches cumulated available storage (2.0 depth to WSWT) 0.09 = inches of soil storage (1.43 ac pervious / 29.69 ac total x 1.8 inches) CN = 1000 / (0.09 + 10) = 99.14 Packet Page -3420- 9/24/2013 17.B. _Soil Storage (Preserve berm slopes 1.29 ac) 14.4 = average grade (12.5 + 16.3)/2 12.5 = control elevation ----------------------------------- 1.9 = storage depth From Chart on page E -3 Figure E -1 1.7 = inches cumulated available storage (1.9 depth to WSWT) 0.07 = inches of soil storage (1.29 ac pervious / 29.69 ac total x 1.7 inches) CN = 1000 / (0.07 + 10) = 99.27 Soil Storalze (yards 8.7 ac) 16.7 = average grade = (16.3 + 17.1)/2 side slopes 12.5 = control elevation 4.2 = storage depth From Chart on page E -3 Figure E -1 8.4 = inches cumulated available storage (4.2 depth to WSWT) 2.46 = inches of soil storage (8.7 ac pervious / 29.69 ac total x 8.4 inches) CN =1000 / (2.46 + 10) = 80.25 SOIL STORAGE SUMMARY Soil Location Area Storage ac inches Lake side slope 0.45 0.03 Outer side perimeter berm 1.43 0.09 Preserve berms slope 1.29 0.07 Yard 8.70 2.46 Total Pervious 11.87 2.65 Packet Page -3421- 9/24/2013 17.B. 1.0., - Water Quality First one inch treatment for the site 29.69 acres Site area (29.69 acres) x 1.0 inches / 12 = 2.47 AF 2.5 Inches x % Impervious (Assumed) = Development site area - (water surface + roof) = 29.69 acres - (1.89 ac + 5.57 ac) = 22.23 acres for water quality pervious /impervious = 22.23 ac - pervious = 22.23 ac - 14.73 ac = 7.5 ac impervious for water quality = 7.5 ac / 22.23 ac = 33.73 % impervious = 2.5 inches x % impervious = 2.5 inches x 0.3373 = 0.84 inches to be treated = inches to be treated x (dev site - lake) = 0.84 inches x (29.69 ac -1.89 ac) x (1.0 feet/12 inches) = 1.95 ac -ft required detention storage The required volume of storage is = 2.47 AF x 150% = 3.71 AF Water quality elevation for entire system starts at control elevation 12.5 The water quality volume is met at elevation 14.4 NGVD (3.71 AF) WATER QUALITY 18 r s7 t t r a 14 li r f aiP y t � f. 12 r+ UJ 8 + 6 4 Y 5 x t � O 0.00 1.00 200 3.00 4.00 5.00 6.00 7.00 8.00 9.00 10.00 LAKE VOL UME (Ar-) Packet Page -3422- 9/24/2013 17.B. STAGE - STORAGE VOLUMES (AD Control elevation =12.5 ELEVATION LAKE PRESERVE SITE TOTAL 12.5 0.00 0.00 0.00 0.00 13 0.96 0.81 0.00 1.77 14 2.95 2.72 0.00 5.67 15 5.04 5.01 0.00 10.04 16 7.22 7.66 0.00 14.88 17 9.52 10.67 7.45 27.64 Discharge Allowable 0.15 cfs/acre = allowable discharge per permit SFWMD BCB 4.46 efs = 0.15 cfs/ac x 29.69 acres Control Structure Bleeder = Rectangular-Notch, Invert Elevation = 12.5 ft NGVD, Top Elevation 12.75 ft NGVD, Width = 0.58 ft. Weir = Sharp Crested, Crest Elevation = 15ft NGVD, Length = 1.3 ft. Pipe = Diameter = 24" RCP, Manning's n = 0.012, Length= 80 ft. Tail Water Info: Per Ananta Nath, SFWMD BCB, the tail water will remain at elevation 12.5 because they wilt be maintaining that water level by adjusting the weir gate at Vanderbilt Beach Road. Packet Page -3423- 9/24/2013 17.B. Te =Time of Concentration: It was assumed the time of concentration will be 0.78 hours 5 minutes = roof 5 minutes = grass yard 7 minutes = street at 0.5 fps @ 2001f 30 minutes = pipe at 1.2 fps @ 21501f ----7------------------------------------------- 47 minutes = total travel time 0.78 hours = total travel time Summary Computer Run Watershed: 26.58 acres Ground Storage: 2.65 inches Time of concentration: 0.78 h Initial Stage: 12.5 ft NGVD EVENT ELEVATION DISCHARGE 10 years 1-d 14.65 0.99 25 years 3 -days 15.84 4.38 100 years 3-days 16.7 0.0 0 Packet Page -3424- 1 -1 -1 9/24/2013 17.B. Packet Page -3425- �W I FOI o } o W Iry OZ U > 6 0 � m l I o N Z r S o o ° R C1 y Yi W W W �U W I i J J a e � a l�l a W i w rc Y] J n N ~ � Jc < m ci d d m � W J� W N N Packet Page -3426- 4 Q z O Gl U W O_' U D Q' F W U F Z p U w F Q m z O U W N 0.9 9/24/2013 17.B. d u z z �+, R N N z d• 0 W & N CD L D A� cc CL CC 0 CC LU 0 fm Ui L S IJ 6 C O V1 n a v 7 0 0 N J4' N r O O r (] m a) U o `oJ� =z N a a c LL o: In O N m N N 4 N In Q. �•0 I G rnro .2`o C 7 0 _ ' Q Cu IL m N 3 7 t' O d J LU o a Z ' rn W 0 N 2 Z 3 0 LLI N N al L 0 c u 3 L t' In Ln w co A O O all T M NI M tl K N N �t to W (D W w 6 4 6 d Q N W O O gZh4 Cu u z o = z Cu T 9/24/2013 17.B. Packet Page -3427- 9/24/2013 17.B. Cascade 2001 version 1.0 File: sonial0 Date: June 21, 2006 Page 1 Project Name: Boxwood Reviewer: Sonia Project Number: 2004112 Period Begin: Jun 21, 2006;0000 hr End: Jul 12, 2006;0000 hr Duration: 504 hr Time Step: 0.2 hr, Iterations: 40 Basin 1: basin -1 Method: Santa Barbara Unit Hydrograph Rainfall Distribution: SFWND - 24 hr Design Frequency: 10 year 1 Day Rainfall: 6.7 inches Area: 26.58 acres Ground Storage: 2.65 inches Time of Concentration: 0.78 hours Initial Stage: 12.5 ft NGVD Stage Storage (ft NGVD) (acre -ft) 12.50 0.00 13.00 1.77 14.00 5.67 15.00 10.04 16.00 14.88 17.00 27.64 Offsite Receiving Body: Offsitel Time Stage i1 (hr) (ft NGVD) 0.00 12.50 GO0.00 12.50 Structure: 1 From Basin: basin -1 To Basin: Offsitel Structure Type: Gravity Weir: Sharp Crested, Crest Elev = 15 ft NGVD, Length = 1.3 ft Bleeder: Rect- Notch, Invert Elev = 12,5 ft NGVD, Top Elev = 14.75 ft NGVD Width = 0.58-ft Default Coefs: Weir Coef = 3.13, Orifice Coef = 0.6 Pipe: Diameter = 2 ft, Manning's n = 0.012, Length = 80 ft US Invert Elev = 6 ft NGVD, DS Invert Elev = 6 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 12.50 12.50 1.00 0.07 0.00 0.00 0.00 12.50 12.50 2.00 0.13 0.00 0.00 0.00 12.50 12.50 3.00 0.21 0.00 0.00 0.00 12.50 12.50 4.00 0.30 0.00 0.00 0.00 12.50 12.50 5.00 0.42 0.00 0.00 0.00 12.50 12.50 6.00 0.56 0.01 0.00 0.00 12.50 12.50 7.00 0.72 0.29 0.00 0.00 12.50 12.50 8.00 0.92 0.83 0.00 0.00 12.52 12.50 9.00 1.15 1.59 0.02 0.00 12.54 12.50 10.00 1.43 2.67 0.05 0.00 12.59 12.50 11.00 1.80 4.57 0.13 0.01 12.67 12.50 12.00 4.40 46.88 0.46 0.04 13.06 12.50 13.00 5.14 24.16 0.75 0.09 13.78 12.50 14.00 5.48 12.31 0.85 0.16 14.12 12.50 15.00 5.70 7.01 0.90 0.23 14.28 12.50 Packet Page -3428- Cascade 2001 Version 1.0 File: sonial0 Date: June 21, 2006 9/24/2013 17.B. Page 2 Packet Page -3429- 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) 16.00 5.90 5.40 0.92 0.31 14.37 12.50 17.00 6.02 3.58 0.94 0.38 14.44 12.50 18.00 6.14 3.09 0.95 0.46 14.48 12.50 19.00 6.26 2.95 0.96 0.54 14.52 12.50 20.00 6.38 2.92 0.97 0.62 14.56 12.50 21.00 6.46 2.22 0.98 0.70 14.59 12.50 22.00 6.54 2.03 0.98 0.78 14.61 12.50 23.00 6.62 1.97 0.99 0.8G 14.63 12.50 24.00 6.70 1.96 0.99 0.95 14.65 12.50 25.00 6.70 0.54 0.99 1.03 14.65 12.50 26.00 6.70 0.15 0.99 1.11 14.64 12.50 27.00 6.70 0.04 0.99 1.19 14.62 12.50 28.00 6.70 0.01 0.98 1.27 14.60 12.50 29.00 6.70 0.00 0.98 1.35 14.58 12.50 30.00 6.70 0.00 0.97 1.43 14.56 12.50 31.00 6.70 0.00 0.97 1.51 14.54 12.50 32.00 6.70 0.00 0.96 1.59 14.53 12.50 33.00 6.70 0.00 0.96 1.67 14.51 12.50 34.00 6.70 0.00 0.95 1.75 14.49 12.50 35.00 6.70 0.00 0.95 1.83 14.47 12.50 36.00 6.70 0.00 0.94 1.91 14.45 12.50 37.00 6.70 0.00 0.94 1.99 14.44 12.50 38.00 6.70 0.00 0.94 2.06 14.42 12.50 39.00 6.70 0.00 0.93 2.14 14.40 12.50 40.00 6.70 0.00 0.93 2.22 14.38 12.50 41.00 6.70 0.00 0.92 2.29 14.37 12.50 42.00 6.70 0.00 0.92 2.37 14.35 12.50 43.00 6.70 0.00 0.91 2.45 14.33 12.50 44.00 6.70 0.00 0.91 2.52 14.31 12.50 45.00 6.70 0.00 0.90 2.60 14.30 12.50 46.00 6.70 0.00 0.90 2.67 14.28 12.50 47.00 6.70 0.00 0.89 2.74 14.26 12.50 48.00 6.70 0.00 0.89 2.82 14.25 12.50 49.00 6.70 0.00 0.88 2.89 14.23 12.50 50.00 6.70 0.00 0.88 2.96 14.21 12.50 51.00 6.70 0.00 0.88 3.04 14.20 12.50 52.00 6.70 0.00 0.87 3.11 14.18 12.50 53.00 6.70 0.00 0.87 3.18 14.16 12.50 54.00 6.70 0.00 0.86 3.25 14.15 12.50 55.00 6.70 0.00 0.86 3.32 14.13 12.50 56.00 6.70 0.00 0.85 3.39 14.11 12.50 57.00 6.70 0.00 0.85 3.46 14.10 12.50 58.00 6.70 0.00 0.84 3.53 14.08 12.50 59.00 6.70 0.00 0.84 3.60 14.07 12.50 60.00 6.70 0.00 0.83 3.67 14.05 12.50 61.00 6.70 0.00 0.83 3.74 14.04 12.50 62.00 6.70 0.00 0.82 3.81 14.02 12.50 63.00 6.70 0.00 0.82 3.88 14.00 12.50 64.00 6.70 0.00 0.81 3.94 13.99 12.50 65.00 6.70 0.00 0.81 4.01 13.97 12.50 66.00 6.70 0.00 0.80 4.08 13.95 12.50 67.00 6.70 0.00 0.80 4.14 13.94 12.50 68.00 6.70 0.00 0.79 4.21 13.92 12.50 69.00 6.70 0.00 0.79 4.28 13.90 12.50 70.00 6.70 0.00 0.78 4.34 13.89 12.50 71.00 6.70 0.00 0.78 4.41 13.87 12.50 72.00 6.70 0.00 0.77 4.47 13.85 12.50 73.00 6.70 0.00 0.77 4.53 13.84 12.50 74.00 6.70 0.00 0.76 4.60 13.82 12.50 75.00 6.70 0.00 0.76 4.66 13.80 12.50 76.00 6.70 0.00 0.75 4.72 13.79 12.50 77.00 6.70 0.00 0.75 4.78 13.77 12.50 78.00 6.70 0.00 0.74 4.84 13.76 12.50 79.00 6.70 0.00 0.74 4.91 13.74 12.50 80.00 6.70 0.00 0.73 4.97 13.72 12.50 81.00 6.70 0.00 0.73 5.03 13.71 12.50 Packet Page -3429- Cascade 2001 Version 1.0 File: sonial0 Date: June 21, 2006 9/24/2013 17.B. Page 3 Packet Page -3430- 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) -------------------------------------------------------- 82.00 6.70 0.00 0.72 5.09 13.69 12.50 83.00 6.70 0.00 0.72 5.15 13.68 12.50 84.00 6.70 0.00 0.71 5.21 13.66 12.50 85.00 6.70 0.00 0.71 5.26 13.65 12.50 86.00 6.70 0.00 0.70 5.32 13.63 12.50 87.00 6.70 0.00 0.70 5.38 13.62 12.50 88.00 6.70 0.00 0.69 5.44 13.60 12.50 89.00 6.70 0.00 0.69 5.49 13.59 12.50 90.00 6.70 0.00 0.68 5.55 13.58 12.50 91.00 6.70 0.00 0.68 5.61 13.56 12.50 92.00 6.70 0.00 0.67 5.66 13.55 12.50 93.00 6.70 0.00 0.67 5.72 13.53 12.50 94.00 6.70 0.00 0.66 5.77 13.52 12.50 95.00 6.70 0.00 0.65 5.83 13.50 12.50 96.00 6.70 0.00 0.65 5.88 13.49 12.50 97.00 6.70 0.00 0.64 5.93 13.48 12.50 98.00 6.70 0.00 0.64 5.99 13.46 12.50 99.00 6.70 0.00 0.63 6.04 13.45 12.50 100.00 6.70 0.00 0.63 6.09 13.44 12.50 101.00 6.70 0.00 0.62 6.14 13.42 12.50 102.00 6.70 0.00 0.62 6.19 13.41 12.50 103.00 6.70 0.00 0.61 6.24 13.40 12.50 104.00 6.70 0.00 0.61 6.30 13.38 12.50 105.00 6.70 0.00 0.60 6.35 13.37 12.50 106.00 6.70 0.00 0.60 6.39 13.36 12.50 107.00 6.70 0.00 0.59 6.44 13.35 12.50 108.00 6.70 0.00 0.59 6.49 13.33 12.50 109.00 6.70 0.00 0.58 6.54 13.32 12.50 ^� 110.00 6.70 0.00 0.58 6.59 13.31 12.50 111.00 6.70 0.00 0.57 6.64 13.30 12.50 112.00 6.70 0.00 0.57 6.68 13.28 12.50 113.00 6.70 0.00 0.56 6.73 13.27 12.50 114.00 6.70 0.00 0.56 6.78 13.26 12.50 115.00 6.70 0.00 0.55 6.82 13.25 12.50 116.00 6.70 0.00 0.55 6.87 13.24 12.50 117.00 6.70 0.00 0.54 6.91 13.23 12.50 118.00 6.70 0.00 0.54 6.96 13.21 12.50 119.00 6.70 0.00 0.53 7.00 13.20 12.50 120.00 6.70 0.00 0.53 7.04 13.19 12.50 121.00 6.70 0.00 0.52 7.09 13.18 12.50 122.00 6.70 0.00 0.52 7.13 13.17 12.50 123.00 6.70 0.00 0.51 7.17 13.16 12.50 124.D0 6.70 0.00 0.50 7.21 13.15 12.50 125.00 6.70 0.00 0.50 7.26 13.14 12.50 126.00 6.70 0.00 0.49 .7.30 13.13 12.50 127.00 6.70 0.00 0.49 7.34 13.12 12.50 128.00 6.70 0.00 0.48 7.38 13.11 12.50 129.00 6.70 0.00 0.48 7.42 13.10 12.50 130.00 6.70 0.00 0.47 7.46 13.09 12.50 131.00 6.70 0.00 0.47 7.50 13.08 12.50 132.00 6.70 0.00 0.46 7.53 13.07 12.50 133.00 6.70 0.00 0.46 7.57 13.06 12.50 134.00 6.70 0.00 0.45 7.61 13.05 12.50 135.00 6.70 0.00 0.45 7.55 13.04 12.50 136.00 6.70 0.00 0.44 7.68 13.03 12.50 137.00 6.70 0.00 0.44 7.72 13.02 12.50 138.00 6.70 0.00 0.43 7.76 13.01 12.50 139.00 6.70 0.00 0.43 7.79 13.00 12.50 140.00 6.70 0.00 0.42 7.83 12.99 12.50 141.00 6.70 0.00 0.42 7.86 12.98 12.50 i� 142.00 6.70 0.00 0.41 7.90 12.97 12.50 143.00 6.70 0.00 0.40 7.93 12.96 12.50 144.00 6.70 0.00 0.40 7.96 12.95 12.50 145.00 6.70 0.00 0.39 8.00 12.94 12.50 146.00 6.70 0.00 0.39 8.03 12.93 12.50 147.00 6.70 0.00 0.38 8.06 12.92 12.50 Packet Page -3430- Cascade 2001 Version 1.0 File: sonialO Date: June 21, 2006 9/24/2013 17.B. Page 4 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) 148.00 6.70 0.00 0.38 8.09 12.92 12.50 149.00 6.70 0.00 0.37 B.12 12.91 12.50 150.00 6.70 0.00 0_36 8.15 12.90 12.50 151.00 6.70 0.00 0.36 8.18 12.89 12.50 152.00 6.70 0.00 0.35 8.21 12.68 12.50 153.00 6.70 0.00 0.35 8.24 12.87 12.50 154.00 6.70 0.00 0.34 8.27 12.87 12.50 155.00 6.70 0.00 0.34 8.30 12.86 12.50 156.00 6.70 0.00 0.33 8.32 12.85 12.50 157.00 6.70 0.,00 0.33 8.35 12.84 12.50 158.00 6.70 0.00 0.32 8.38 12.83 12.50 159.00 6.70 0.00 0.31 8.40 12.83 12.50 160.00 6.70 0.00 0.31 8.43 12.82 12.50 161.00 6.70 0.00 0.30 8.45 12.81 12.50 162.00 6.70 0.00 0.30 8.48 12.81 12.50 163.00 6.70 0.00 0.29 8.50 12.80 12.50 164.00 6.70 0.00 0.29 8.53 12.79 12.50 165.00 6.70 0.00 0.28 8.55 12.79 12.50 166.00 6.70 0.00 0.27 8.57 12.78 12.50 167.00 6.70 0.00 0.27 8.60 12.77 12.50 168.00 6.70 0.00 0.26 B.62 12.77 12.50 169.00 6.70 0.00 0.26 8.64 12.76 12.50 170.00 6.70 0.00 0.25 8.66 12.75 12.50 171.00 6.70 0.00 0.23 8.68 12.75 12.50 172.00 6.70 0.00 0.22 8.70 12.74 12.50 173.00 6.70 0.00 0.21 8.72 12.74 12.50 174.00 6.70 0.00 0.21 8.73 12.73 12.50 175.00 6.70 0.00 0.20 8.75 12.73 12.50 176.00 6.70 0.00 0.19 8.77 12.72 12.50 177.00 6.70 0.00 0.19 8.78 12.72 12.50 178.00 6.70 0.00 0.18 B.BO 12.72 12.50 179.00 6.70 0.00 0.18 8.81 12.71 12.50 180.00 6.70 0.00 0.17 8.83 12.71 12.50 181.00 6.70 0.00 0.17 8.84 12.70 12.50 182.00 6.70 0.00 0.16 8.85 12.70 12.50 183.00 6.70 0.00 0.16 8.87 12.70 12.50 184.00 6.70 0.00 0.15 8.88 12.69 12.50 185.00 6.70 0.00 0.15 8.89 12.69 12.50 186.00 6.70 0.00 0.14 8.90 12.69 12.50 187.00 6.70 0.00 0.14 8.92 12.68 12.50 188.00 6.70 0.00 0.14 B.93 12.68 12.50 189.00 6.70 0.00 0.13 8.94 12.68 12.50 190.00 6.70 0.00 0.13 8.95 12.67 12.50 191.00 6.70 0.00 0.13 8.96 12.67 12.50 192.00 6.70 0.00 0.12 8.97 12.67 12.50 193.00 6.70 0.00 0.12 8.98 12.66 12.50 194.00 6.70 0.00 0.12 8.99 12.66 12.50 195.00 6.70 0.00 0.11 9.00 12.66 12.50 196.00 6.70 0.00 0.11 9.01 12.66 12.50 197.00 6.70 0.00 0.11 9.02 12.65 12.50 198.00 6.70 0.00 0.11 9.03 12.65 12.50 199.00 6.70 0.00 0.10 9.04 12.65 12.50 200.00 6.70 0.00 0.10 9.04 12.65 12.50 201.00 6.70 0.00 0.10 9.05 12.64 12.50 202.00 6.70 0.00 0.10 9.06 12.64 12.50 203.00 6.70 0.00 0.09 9.07 12.64 12.50 204.00 6.70 0.00 0.09 9.08 12.64 12.50 205.00 6.70 0.00 0.09 9.08 12.63 12.50 206.00 6.70 0.00 0.09 9.09 12.63 12.50 207.00 6.70 0.00 0.09 9.10 12.63 12.50 208.00 6.70 0.00 0.08 9.10 12.63 12.50 �\ 209.00 6.70 0.00 0.08 9.11 12.63 12.50 210.00 6.70 0.00 0.08 9.12 12.62 12.50 211.00 6.70 0.00 0.08 9.12 12.62 12.50 212.00 6.70 0.00 0.08 9.13 12.62 12.50 213.00 6.70 0.00 0.07 9.14 12.62 12.50 Packet Page -3431- Cascade 2001 Version 1.0 File: sonialO Date: June 21, 2006 9/24/2013 17.B. Page 5 Packet Page -3432- 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) 214.00 6.70 0.00 0.07 9.14 12.62 12.50 215.00 6.70 0.00 0.07 9.15 12.62 12.50 216.00 6.70 0.00 0.07 9.15 12.61 12.50 217.00 6.70 0.00 0.07 9.16 12.61 12.50 218.00 6.70 0.00 0.07 9.17 12.61 12.50 219.00 6.70 0.00 0.07 9.17 12.61 12.50 220.00 6.70 0.00 0.06 9.18 12.61 12.50 221.00 6.70 0.00 0.06 9.18 12.61 12.50 222.00 6.70 0.00 0.06 9.19 12.61 12.50 223.00 6.70 0.00 0.06 9.19 12.60 12.50 224.00 6.70 0.00 0.06 9.20 12.60 12.50 225.00 6.70 0.00 O.OG 9.20 12.60 12.50 226.00 6.70 0.00 0.06 9.21 12.60 12.50 227.00 6.70 0.00 0.06 9.21 12.60 12.50 228.00 6.70 0.00 0.05 9.22 12.60 12.50 229.00 6.70 0.00 0.05 9.22 12.60 12.50 230.00 6.70 0.00 0.05 9.22 12.59 12.50 231.00 6.70 0.00 0.05 9.23 12.59 12.50 232.00 6.70 0.00 0.05 9.23 12.59 12.50 233.00 6.70 0.00 0.05 9.24 12.59 12.50 234.00 6.70 0.00 0.05 9.24 12.59 12.50 235.00 6.70 0.00 0.05 9.25 12.59 12.50 236.00 6.70 0.00 0.05 9.25 12.59 12.50 237.00 6.70 0.00 0.05 9.25 12.59 12.50 238.00 6.70 0.00 0.05 9.26 12.59 12.50 239.00 6.70 0.00 0.04 9.26 12.58 12.50 240.00 6.70 0.00 0.04 9.26 12.58 12.50 241.00 6.70 0.00 0.04 9.27 12.58 12.50 242.00 6.70 0.00 0.04 9.27 12.58 12.50 243.00 6.70 0.00 0.04 9.28 12.58 12.50 244.00 6.70 0.00 0.04 9.28 12.58 12.50 245.00 6.70 0.00 0.04 9.28 12.58 12.50 246.00 6.70 0.00 0.04 9.28 12.58 12.50 247.00 6.70 0.00 0.04 9.29 12.58 12.50 248.00 6.70 0.00 0.04 9.29 12.58 12.50 249.00 6.70 0.00 0.04 9.29 12.57 12.50 250.00 6.70 0.00 0.04 9.30 12.57 12.50 251.00 6.70 0.00 0.04 9.30 12.57 12.50 252.00 6.70 0.00 0.04 9.30 12.57 12.50 253.00 6.70 0.00 0.03 9.31 12.57 12.50 254.00 6.70 0.00 0.03 9.31 12.57 12.50 255.00 6.70 0.00 0.03 9.31 12.57 12.50 256.00 6.70 0.00 0.03 9.31 12.57 12.50 257.00 6.70 0.00 0.03 9.32 12.57 12.50 258.00 6.70 0.00 0.03 9.32 12.57 12.50 259.00 6.70 0.00 0.03 9.32 12.57 12.50 260.00 6.70 0.00 0.03 9.33 12.57 12.50 261.00 6.70 0.00 0.03 9.33 12.57 12.50 262.00 6.70 0.00 0.03 9.33 12.56 12.50 263.00 6.70 0.00 0.03 9.33 7_ 2.56 12.50 264.00 6.70 0.00 0.03 9.33 12.56 12.50 265.00 6.70 0.00 0.03 9.34 12.56 12.50 266.00 6.70 0.00 0.03 9.34 12.56 12.50 267.00 6.70 0.00 0.03 9.34 12.56 12.50 268.00 6.70 0.00 0.03 9.34 12.56 12.50 269.00 6.70 0.00 0.03 9.35 12.56 12.50 270.00 6.70 0.00 0.03 9.35 12.56 12.50 271.00 6.70 0.00 0.03 9.35 12.56 12.50 2.72.00 6.70 0.00 0.03 9.35 12.56 12.50 273.00 6,.70 0.00 0.03 9.35 12.56 12.50 �O 274.00 6.70 0.00 0.02 9.36 12.56 12.50 275.00 6.70 0.00 0.02 9.36 12.56 12.50 276.00 6.70 0.00 0.02 9.36 12.56 12.50 277.00 6.70 0.00 0.02 9.36 12.56 12.50 278.00 6.70 0.00 0.02 9.36 12.55 12.50 279.00 6.70 0.00 0.02 9.37 12.55 12.50 Packet Page -3432- Cascade 2001 Version 1.0 File: sonial0 Date: June 21, 2006 9/24/2013 17.B. Page 6 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) 280.00 6.70 0.00 0.02 9.37 12.55 12.50 281.00 6.70 0.00 0.02 9.37 12.55 12.50 282.00 6.70 0.00 0.02 9.37 12.55 12.50 283.00 6.70 0.00 0.02 9.37 12.55 12.50 284.00 6.70 0.00 0.02 9.38 12.55 12.50 285.00 6.70 0.00 0.02 9.38 12.55 12.50 286.00 6.70 0.00 0.02 9.38 12.55 12.50 287.00. 6.70 0.00 0.02 9.38 12.55 12.50 288.00 6.70 0.00 0.02 9.38 12.55 12.50 289.00 6.70 0.00 0.02 9.38 12.55 12.50 290.00 6.70 0.00 0.02 9.39 12.55 12.50 291.00 6,70 0.00 0.02 9.39 12.55 12.50 292.00 6.70 0.00 0.02 9.39 12.55 12.50 293.00 6.70 0.00 0.02 9.39 12.55 12.50 294.00 6.70 0.00 0.02 9.39 12.55 12.50 295.00 6.70 0.00 0.02 9.39 12.55 12.50 296.00 6.70 0.00 0.02 9.40 12.55 12.50 297.00 6.70 0.00 0.02 9.40 12.55 12.50 298.00 6.70 0.00 0.02 9.40 12.55 12.50 299.00 6.70 0.00 0.02 9.40 12.54 12.50 300.00 6.70 0.00 0.02 9.40 12.54 12.50 301.00 6.70 0.00 0.02 9.40 12.54 12.50 302.00 6.70 0.00 0.02 9.40 12.54 12.50 303.00 6.70 0.00 0.02 9.41 12.54 12.50 304.00 6.70 0.00 0.02 9.41 12.54 12.50 305.00 6.70 0.00 0.02 9.41 12.54 12.50 306.00 6.70 0.00 0.02 9.41 12.54 12.50 307.00 6.70 0.00 0.02 9.41 12.54 12.50 308.00 6.70 0.00 0.02 9.41 12.54 12.50 309.00 6.70 0.00 0.02 9.41 12.54 12.50 310.00 6.70 0.00 0.01 9.41 12.54 12.50 311.00 6.70 0.00 0.01 9.42 12.54 12.50 312.00 6.70 0.00 0.01 9.42 12.54 12.50 313.00 6.70 0.00 0.01 9.42 12.54 12.50 314.00 6.70 0.00 0.01 9.42 12.54 12.50 315.00 6.70 0.00 0.01 9.42 12.54 12.50 316.00 6.70 •0.00 0.01 9.42 12.54 12.50 317.00 6.70 0.00 0.01 9.42 12.54 12.50 318.00 6.70 0.00 0.01 9.42 12.54 12.50 319.00 6.70 0.00 0.01 9.42 12.54 12.50 320.00 6.70 0.00 0.01 9.43 12.54 12.50 321.00 6.70 0.00 0.01 9.43 12.54 12.50 322.00 6.70 0.00 0.01 9.43 12.54 12.50 323.00 6.70 0.00 0.01 9.43 12.54 12.50 324.00 6.70 0.00 0.01 9.43 12.54 12.50 325.00 6.70 0.00 0.01 9.43 12.54 12.50 326.00 6.70 0.00 0.01 9.43 12.54 12.50 327.00 6.70 0.00 0.01 9.43 12.54 12.50 328.00 6.70 0.00 0.01 9.43 12.54 12.50 329.00 6.70 0.00 0.01 9.44 12.53 12.50 330.00 6.70 0.00 0.01 9.44 12.53 12.50 331.00 6.70 0.00 0.01 9.44 12.53 12.50 332.00 6.70 0.00 0.01 9.44 12.53 12.50 333.00 6.70 0.00 0.01 9.44 12.53 12.50 334.00 6.70 0.00 0.01 9.44 12.53 12.50 335.00 6.70 0.00 0.01 9.44 12.53 12.50 336.00 6.70 0.00 0.01 9.44 12.53 12.50 337.00 6.70 0.00 0.01 9.44 12.53 12.50 338.00 6.70 0.00 0.01 9.44 12.53 12.50 339.00 6.70 0.00 0.01 9.44 12.53 12.50 340.00 6.70 0.00 0.01 9.45 12.53 12.50 341.00 6.70 0.00 0.01 9.45 12.53 12.50 342,00 6.70 0.00 .0.01 9.45 12.53 12.50 343.00 6.70 0.00 0.01 9.45 12.53 12.50 344.00 6.70 0.00 0.01 9.45 12.53 12.50 345.00 6.70 0.00 0.01 9.45 12.53 12.50 Packet Page -3433- Cascade 2001 Version 1.0 File: sonial0 Date: June 21, 2006 9/24/2013 17.B. Page 7 Packet Page -3434- 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) - ------------------------------------------------------- 346.00 6.70 0.00 0.01 9.45 12.53 12.50 347.00 6.70 0.00 0.01 9.45 12.53 12.50 348.00 6.70 0.00 0.01 9.45 12.53 12.50 349.00 6.70 0.00 0.01 9.45 12.53 12.50 350.00 6.70 0.00 0.01 9.45 12.53 12.50 351.00 6.70 0.00 0.01 9.45 12.53 12.50 352.00 6.70 0.00 0.01 9.45 12.53 12.50 353.00 6.70 0.00 0.01 9.46 12.53 12.50 354.00 6.70 0.00 0.01 9.46 12.53 12.50 355.00 6.70 0.00 0.01 9.46 12.53 12.50 356.00 6.70 0.00 0.01 9.4G 12.53 12.50 357.00 6.70 0.00 0.01 9.46 12.53 12.50 358.00 6.70 0.00 0.01 9.46 12.53 12.50 359.00 6.70 0.00 0.01 9.46 12.53 12.50 360.00 6.70 0.00 0.01 9.46 12.53 12.50 361.00 6.70 0.00 0.01 9.46 12.53 12.50 362.00 6.70 0.00 0.01 9.46 12.53 12.50 363.00 6.70 0.00 0.01 9.46 12.53 12.50 364.00 6.70 0.00 0.01 9.46 12.53 12.50 365.00 6.70 0.00 0.01 9.46 12.53 12.50 366.00 6.70 0.00 0.01 9.46 12.53 12.50 367.00 6.70 0.00 0.01 9.47 12.53 12.50 366.00 6.70 0.00 0.01 9.47 12.53 12.50 369.00 6.70 0.00 0.01 9.47 12.53 12.50 370.00 6.70 0.00 0.01 9.47 12.53 12.50 371.00 6.70 0.00 0.01 9.47 12.53 12.50 372.00 6.70 0.00 0.01 9.47 12.53 12.50 373.00 6.70 0.00 0.01 9.47 12.53 12.50 374.00 6.70 0.00 0.01 9.47 12.53 12.50 375.00 6.70 0.00 0.01 9.47 12.52 12.50 376.00 6.70 0.00 0.01 9.47 12.52 12.50 377.00 6.70 0.00 0.01 9.47 12.52 12.50 378.00 6.70 0.00 0.01 9.47 12.52 12.50 379.00 6.70 0.00 0.01 9.47 12.52 12.50 380.00 6.70 0.00 0.01 9.47 12.52 12.50 381.00 6.70 0.00 0.01 9.47 12.52 12.50 382.00 6.70 0.00 0.01 9.47 12.52 12.50 383.00 6.70 0.00 0.01 9.47 12.52 12.50 384.00 6.70 0.00 0.01 9.48 12.52 12.50 385.00 6.70 0.00 0.01 9.48 12.52 12.50 386.00 6.70 0.00 0.01 9.48 12.52 12.50 387.00 6.70 0.00 0.01 9.48 12.52 12.50 388.00 6.70 0.00 0.01 9.48 12.52 12.50 389.00 6.70 0.00 0.01 9.48 12.52 12.50 390.00 6.70 0.00 0.01 9.48 12.52 12.50 391.00 6.70 0.00 0.01 9.48 12.52 12.50 392.00 6.70 0.00 0.01 9.48 12.52 12.50 393.00 6.70 0.00 0.01 9.48 12.52 12.50 394.00 6.70 0.00 0.01 9.48 12.52 12.50 395.00 6.70 0.00 0.01 9.48 12.52 12.50 396.00 6.70 0.00 0.01 9.48 12.52 12.50 397.00 6.70 0.00 0.01 9.48 12.52 12.50 398.00 6.70 0.00 0.01 9.48 12.52 12.50 399.00 6.70 0.00 0.01 9.48 12.52 12.50 400.00 G.70 0.00 0.01 9.48 12.52 12.50 401.00 6.70 0.00 0.01 9.48 12.52 12.50 402.00 6.70 0.00 0.01 9.48 12.52 12.50 403.00 6.70 0.00 0.01 9.48 12.52 12.50 404.00 6.70 0.00 0.01 9.49 12.52 12.50 405.00 6.70 0.00 0.01 9.49 12.52 12.50 406.00 6.70 0.00 0.01 9.49 12.52 12.50 407.00 6.70 0.00 0.01 9.49 12.52 12.50 408.00 6.70 0.00 0.01 9.49 12.52 12.50 409.00 6.70 0.00 0.01 9.49 12.52 12.50 410.00 G.70 0.00 0.01 9.49 12.52 12.50 411.00 6.70 0.00 0.01 9.49 12.52 12.50 Packet Page -3434- cascade 2001 Version 1.0 File: sonial0 Date: June 21, 2006 9/24/2013 17.B. Page 8 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) 412.00 6.70 0.00 0.01 9.49 12.52 12.50 413.00 6.70 0.00 0.01 9.49 12.52 12.50 414.00 6.70 0.00 0.00 9.49 12.52 12.50 415.00 6.70 0.00 0.00 9.49 12.52 12.50 416.00 6.70 0.00 0.00 9.49 12.52 12.50 417.00 6.70 0.00 0.00 9.49 12.52 12.50 418.00 6.70 0.00 0.00 9.49 12.52 12.50 419.00 6.70 0.00 0.00 9.49 12.52 12.50 420.00 6.70 0.00 0.00 9.49 12.52 12.50 421.00 6.70 0.00 0.00 9.49 12.52 12.50 422.00 6.70 0.00 0.00. 9.49 12.52 12.50 423.00 6.70 0.00 0.00 9.49 12.52 12.50 424.00 6.70 0.00 0.00 9.49 12.52 12.50 425.00 6.70 0.00 0•.00 9.49 12.52 12.50 426.00 6.70 0.00 0.00 9.49 12.52 12.50 427.00 6.70 0.00 0.00 9.49 12.52 12.50 428.00 6.70 0.00 0.00 9.49 12.52 12.50 429.00 6.70 0.00 0.00 9.50 12.52 12.50 430.00 6.70 0.00 0.00 9.50 12.52 12.50 431.00 6.70 0.00 0.00 9.50 12.52 12.50 432.00 6.70 0.00 0.00 9.50 12.52 12.50 433.00 6.70 0.00 0.00 9.50 12.52 12.50 434.00 6.70 0.00 0.00 9.50 12.52 12.50 435.00 6.70 0.00 0.00 9.50 12.52 12.50 436.00 6.70 0.00 0.00 9.50 12.52 12.50 437.00 6.70 0.00 0.00 9.50 12.52 12.50 438.00 6.70 0.00 0.00 9.50 12.52 12.50 439.00 6.70 0.00 0.00 9.50 12.52 12.50 440.00 6.70 0.00 0.00 9.50 12.52 12.50 �..� 441.00 6.70 0.00 0.00 9.50 12.52 12.50 442.00 6.70 0.00 0.00 9.50 12.52 12.50 443.00 6.70 0.00 0.00 9.50 12.52 12.50 444.00 6.70 0.00 0.00 9.50 12.52 12.50 445.00 6.70 0.00 0.00 9.50 12.52 12.50 446.00 6.70 0.00 0.00 9.50 12.52 12.50 447.00 6.70 0.00 0.00 9.50 12.52 12.50 448.00 6.70 0.00 0.00 9.50 12.52 12.50 449.00 6.70 0.00 0.00 9.50 12.52 12.50 450.00 6.70 0.00 0.00 9.50 12.52 12.50 451.00 6.70 0.00 0.00 9.50 12.52 12.50 452.00 6.70 0.00 0.00 9.50 12.52 12.50 453.00 6.70 0.00 0.00 9.50 12.52 12.50 454.00 6.70 0.00 0.00 9.50 12.52 12.50 455.00 6.70 0.00 0.00 9.50 12.52 12.50 456.00 6.70 0.00 0.00 9.50 12.52 12.50 457.00 6.70 0.00 0.00 9.50 12.52 12.50 458.00 6.70 0.00 0.00 9.50 12.52 12.50 459.00 6.70 0.00 0.00 9.50 12.52 12.50 460.00 6.70 0.00 0.00 9.51 12.52 12.50 461.00 6.70 0.00 0.00 9.51 12.52 12.50 462.00 6.70 0.00 0.00 9.51 12.51 12.50 463.00 6.70 0.00 0.00 9.51 12.51 12.50 464.00 6.70 0.00 0.00 9.51 12.51 12.50 465.00 6.70 0.00 0.00 9.51 12.51 12.50 466.00 6.70 0.00 0.00 9.51 12.51 12.50 467.00 6.70 0.00 0.00 9.51 12.51 12.50 468.00 6.70 0.00 0.00 9.51 12.51 12.50 12.50 469.00 6.70 0.00 0.00 9.51 12.51 12.51 12.50 470.00 6.70 0.00 0.00 9.51 9.51 12.51 12.50 471.00 6.70 0.00 0.00 0.00 9.51 12.51 12.50 472.00 6.70 0.00 0.00 0.00 9.51 12.S1 12.50 473.00 6.70 0.00 0.00 9.51 12.51 12.50 474.00 6.70 6.70 0.00 0.00 9.51 12.51 12.50 475.00 476.00 6.70 0.00 0.00 9.51 12.51 12.50 477.00 6.70 0.00 0.00 9.51 12.51 12.50 Packet Page -3435- Cascade 2001 Version 1.0 File: sonial0 Date: June 21, 2006 9/24/2013 1 7. B. Page 9 STRUCTURE MAXIMUM AND MINIMUM DISCHARGES ------------------------------------------------------- ------------------------------------------------------- Struc Max (cfs) Time (hr) Min (cfs) Time (hr) ------------------------------------------------------- 1 0.99 24.60 0.00 0.00 BASIN MAXIMUM AND MINIMUM STAGES --------------------------------------------------------------- --------------------------------------------------------------- Basin Max (ft) Time (hr) Min (ft) Time (hr) --------------------------------------------------------------- --------------------------------------------------------------- basin-1 14.65 24.60 12.50 0.00 BASIN WATER BUDGETS (all units in acre -ft) --------------------------------------------------------------------------------- --------------------------------------------------------------------------------- Total Structure Structure Initial Final Basin Runoff Inflow Outflow Storage Storage Residual ----------------------------------------- ---------------------------------- - - - - -- --------------------------------------------------------------------------------- basin-]_ 9.56 0.00 9.51 0.00 0.04 0.00 Packet Page -3436- 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) 478.00 6.70 0.00 0.00 9.51 12.51 12.50 479.00 6.70 0.00 0.00 9.51 12.51 12.50 480.00 6.70 0.00 0.00 9.51 12.51 12.50 481.00 6.70 0.00 0.00 9.51 12.51 12.50 482.00 6.70 0.00 0.00 9.51 12.51 12.50 483.00 6.70 0.00 0.00 9.51 12.51 12.50 484.00 6.7'0 0.00 0.00 9.51 12.51 12.50 485.00 6.70 0.00 0.00 9.51 12.51 12.50 486.00 6.70 0.00 0.00 9.51 12.51 12.50 487.00 6.70 0.00 0.00 9.51 .12.51 12.50 488.00 6.70 0.00 0.00 9.51 12.51 12.50 489.00 6.70 0.00 0.00 9.51 12.51 12.50 490.00 6.70 0.00 0.00 9.51 12.51 12.50 491.00 6.70 0.00 0.00 9.51 12.51 12.50 492.00 6.70 0.00 0.00 9.51 12.51 12.50 493.00 6.70 0.00 0.00 9.51 12.51 12.50 494.00 6.70 0.00 0.00 9.51 12.51 12.50 495.00 6.70 0.00 0.00 9.51 12.51 12.50 496.00 6.70 0.00 0.00 9.51 12.51 12.50 497.00 6.70 0.00 0.00 9.51 12.51 12.50 498.00 6.70 0.00 0.00 9.51 12.51 12.50 499.00 6.70 0.00 0.00 9.51 12.51 12.50 500.00 6.70 0.00 0.00 9.51 12.51 12.50 501.00 6.70 0.00 0.00 9.51 12.51 12.50 502.00 6.70 0.00 0.00 9.52 12.51 12.50 503.00 6.70 0.00 0.00 9.52 12.51 12.50 504.00 6.70 0.00 0.00 9.52 12.51 12.50 STRUCTURE MAXIMUM AND MINIMUM DISCHARGES ------------------------------------------------------- ------------------------------------------------------- Struc Max (cfs) Time (hr) Min (cfs) Time (hr) ------------------------------------------------------- 1 0.99 24.60 0.00 0.00 BASIN MAXIMUM AND MINIMUM STAGES --------------------------------------------------------------- --------------------------------------------------------------- Basin Max (ft) Time (hr) Min (ft) Time (hr) --------------------------------------------------------------- --------------------------------------------------------------- basin-1 14.65 24.60 12.50 0.00 BASIN WATER BUDGETS (all units in acre -ft) --------------------------------------------------------------------------------- --------------------------------------------------------------------------------- Total Structure Structure Initial Final Basin Runoff Inflow Outflow Storage Storage Residual ----------------------------------------- ---------------------------------- - - - - -- --------------------------------------------------------------------------------- basin-]_ 9.56 0.00 9.51 0.00 0.04 0.00 Packet Page -3436- 9/24/2013 17. B. Packet Page -3437- Cascade 2001 Version 1.0 File: sonia25 Date: June 21, 2006 9/24/2013 17.B. Page 1 Project Name: Boxwood Reviewer: Sonia Project Number: 2004112 Period Begin: Jun 21, 2006;0000 hr End: Jul 12, 2006;0000 hr Duration: 504 hr Time Step: 0.2 hr, Iterations: 40 Basin 1: basin -1 Method: Santa Barbara Unit Hydrograph Rainfall Distribution: SFWMD - 3day Design Frequency: 25 year 3 Day Rainfall: 11 inches Area: 26.58 acres Ground Storage: 2.65 inches Time of Concentration: 0.78 hours Initial Stage: 12.5 ft NGVD Stage Storage (ft NGVD) (acre -ft) 12.50 0.00 13.00 1.77 14.00 5.67 15.00 10.04 16.00 14.88 17.00 27.64 Offsite Receiving Body: Offsite ^, Time Stage (hr) (ft NGVD) --- - - - - -- 0.00 --- - - - - -- 12.50 600.00 12.50 Structure: 1 From Basin: basin -1 To Basin: Offsite Structure Type: Gravity Weir: Sharp Crested, Crest Elev = 15 ft NGVD, Length = 1.3 ft Bleeder: Rect- Notch, Invert Elev = 12.5 ft NGVD, Top Elev = 12.75 ft NGVD Width = 0.58 ft Default Coefs: Weir Coef = 3.13, Orifice Coef = 0.6 Pipe: Diameter = 2 ft, Manning's n = 0.012, Length = 80 ft US Invert Elev = 6 ft NGVD, DS Invert Elev = 6 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 12.50 12.50 1.00 0.05 0.00 0.00 0.00 12.50 12.50 2.00 0.10 0.00 0.00 0.00 12.50 12.50 3.00 0.15 0.00 0.00 0.00 12.50 12.50 4.00 0.20 0.00 0.00 0.00 12.50 12.50 5.00 0.25 0.00 0.00 0.00 12.50 12.50 6.00 0.30 0.00 0.00 0.00 12.50 12.50 7.00 0.34 0.00 0.00 0.00 12.50 12.50 8.00 0.39 0.00 0.00 0.00 12.50 12.50 9.00 0.44 0.00 0.00 0.00 12.50 12.50 10.00 0.49 0.00 0.00 0.00 12.50 12.50 11.00 0.54 0.00 0.00 0.00 12.50 12.50 12.00 0.59 0.03 0.00 0.00 12.50 12.50 13.00 0.64 0.07 0.00 0.00 12.50 12.50 14.00 0.69 0.11 0.00 0.00 12.50 12.50 15.00 0.74 0.15 0.00 0.00 12.51 12.50 Packet Page -3438- Cascade 2001 Version 1.0 File: sonia25 Date: June 21, 2006 9/24/2013 17.B. Page 2 cumulative Instant Current Cumulative Head Water Tail Water r� Time Rainfall Runoff Discharge Discharge Stage Stage (hr) (in) (cfs) (cfs) (acre -ft) (ft NGVD) (ft NGVD) 16.00 0.79 0.19 0.00 0.00 12.51 12.50 17.00 0.84 0.23 0.00 0.00 12.52 12.50 18.00 0.89 0.27 0.01 0.00 12.52 12.50 19.00 0.94 0.30 0.01 0.00 12.53 12.50 20.00 0.98 0.33 0.01 0.00 12.53 12.50 21.00 1.03 0.36 0.02 0.00 12.54 12.50 22.00 1.08 0.39 0.02 0.01 12.55 12.50 23.00 1.13 0.42 0.03 0.01 12.56 12.50 24.00 1.18 0.45 0.03 0.01 12.57 12.50 25.00 1.25 0.64 0.04 0.01 12.58 12.50 26.00 1.33 0.73 0.05 0.02 12.60 12.50 27.00 1.40 0.79 0.07 0.02 12.61 12.50 28.00 1.47 0.84 0.09 0.03 12.63 12.50 29.00 1.54 0.88 0.10 0.04 12.65 12.50 30.00 1.61 0.92 0.12 0.05 12.67 12.50 31.00 1.68 0.96 0.15 0.06 12.69 12.50 32.00 1.76 1.00 0.17 0.07 12.70 12.50 33.00 1.83 1.03 0.19 0.09 12.72 12.50 34.00 1.90 1.06 0.22 0.10 12.74 12.50 35.00 1.97 1.09 0.26 0.12 12.76 12.50 36.00 2.04 1.12 0.28 0.15 12.78 12.50 37.00 2.12 1.15 0.29 0.17 12.80 12.50 38.00 2.19 1.18 0.31 0.19 12.82 12.50 39.00 2.26 1.20 0.33 0.22 12.84 12.50 40.00 2.33 1.22 0.34 0.25 12.86 12.50 41.00 2.40 1.25 0.36 0.2B 12.88 12.50 42.00 2.47 1.27 0.37 0.31 12.91 12.50 43.00 2.55 1.29 0.38 0.34 12.93 12.50 44.00 2.62 1.31 0.40 0.37 12.95 12.50 45.00 2.69 1.33 0.41 0.40 12.97 12.50 46.00 2.76 1.34 0.42 0.44 12.99 12.50 47.00 2.83 1.3G 0.43 0.47 13.01 12.50 48.00 2.91 1.38 0.44 0.51 13.03 12.50 49.00 2.99 1.52 0.46 0.55 13.05 12.50 50.00 3.07 1.58 0.47 0.59 13.08 12.50 51.00 3.16 1.84 0.48 0.63 13.10 12.50 52.00 3.27 2.08 0.50 0.67 13.13 12.50 53.00 3.41 2.65 0.52 0.71 13.17 12.50 54.00 3.58 3.33 0.54 0.75 13.22 12.50 55.00 3.78 4.07 0.57 0.80 13.29 12.50 56.00 4.01 4.84 0.60 0.85 13.37 12.50 57.00 4.29 5.80 0.64 0.90 13.47 12.50 58.00 4.63 7.21 0.69 0.95 13.60 12.50 59.00 5.08 9.84 0.74 1.01 13.76 12.50 60.00 B.22 70.14 0.91 1.08 14.31 12.50 61.00 9.11 34.28 1.56 1.18 15.23 12.50 62.00 9.53 16.86 3.09 1.39 15.60 12.50 63.00 9.79 9.35 3.88 1.69 15.75 12.50 64.00 10.03 7.07 4.25 2.03 15.82 12.50 65.00 10.17 4.65 4.38 2.39 15.84 12.50 66.00 10.32 3.98 4.37 2.75 15.84 12.50 67.00 10.47 3.60 4.32 3.11 15.83 12.50 68.00 10.61 3.75 4.27 3.46 15.82 12.50 69.00 10.71 2.64 4.17 3.81 15.80 12.50 70.00 10.81 2.59 4.03 4.15 15.78 12.50 71.00 10.90 2.52 3.90 4.47 15.75 12.50 7 2.00 11.00 2.50 3.78 4.79 15.73 12.50 73.00 11.00 0.69 3.57 5.09 15.69 12.50 74.00 11.00 0.19 3.30 5.38 15.64 12.50 75.00 11.00 0.05 3.04 5.63 15.59 12.50 76.00 11.00 0.01 2.80 5.87 15.54 12.50 77.00 11.00 0.00 2.59 6.10 15.49 12.50 78.00 11.00 0.00 2.40 6.30 15.45 12.50 79.00 11.00 0.00 2.24 6.49 15.41 12.50 80.00 11.00 0.00 2.09 6.67 15.37 12.50 81.00 11.00 0.00 1.96 6.83 15.34 12.50 Packet Page -3439- 9/24/2013 17.B. Cascade 2001 Version 1.0 File: sonia25 Date: June 21, 2006 Page 3 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) 82.00 11.00 0.00 - - - -- ----------------------------------- 1.84 6.99 15.31 12.50 83.00 11.00 0.00 1.73 7.14 15.28 12.50 84.00 11.00 0.00 1.63 7.27 15.25 12.50 85.00 11.00 0.00 1.55 7.40 15.22 12.50 86.00 11.00 0.00 1.47 7.53 15.20 12.50 87.00 11.00 0.00 1.40 7.65 15.17 12.50 88.00 11.00 0.00 1.34 7.76 15.15 12.50 89.00 11.00 0.00 1.28 7.87 15.13 12.50 90.00 11.00 0.00 1.23 7.97 15.10 12.50 91.00 11.00 0.00 1.19 8.07 15.08 12.50 92.00 11.00 0.00 1.15 8.17 15.06 12.50 93.00 11.00 0.00 1.12 8.26 15.04 12.50 94.00 11.00 0.00 1.10 8.35 15.02 12.50 95.00 11.00 0.00 1.08 8.44 15.01 12.50 96.00 11.00 0.00 1.07 8.53 14.99 12.50 97.00 11.00 0.00 1.07 8.62 14.97 12.50 98.00 11.00 0.00 1.06 8.71 14.95 12.50 99.00 11.00 0.00 1.06 8.80 14.93 12.50 100.00 11.00 0.00 1.05 8.88 14.91 12.50 101.00 11.00 0.00 1.05 8.97 14.89 12.50 102.00 11.00 0.00 1.05 9.06 14.87 12.50 103.00 11.00 0.00 1.04 9.14 14.85 12.50 104.00 11.00 0.00 1.04 9.23 14.83 12.50 105.00 11.00 0.00 1.03 9.31 14.81 12.50 106.00 11.00 0.00 1.03 9.40 14.79 12.50 107.00 11.00 0.00 1.02 9.48 14.77 12.50 108.00 11.00 0.00 1.02 9.57 14.75 12.50 109.00 11.00 0.00 1.01 9.65 14.73 12.50 110.00 11.00 0.00 1.01 9.74 14.71 12.50 111.00 11.00 0.00 1.00 9.82 14.69 12.50 112.00 11.00 0.00 1.00 9.90 14.67 12.50 113.00 11.00 0.00 0.99 9.98 14.65 12.50 114.00 11.00 0.00 0.99 10.07 14.64 12.50 115.00 11.00 0.00 0.99 10.15 14.62 12.50 116.00 11.00 0.00 0.98 10.23 14.60 12.50 117.00 11.00 0.00 0.98 10.31 14.58 12.50 118.00 11.00 0.00 0.97 10.39 14.56 12.50 119.00 11.00 0.00 0.97 10.47 14.54 12.50 120.00 11.00 0.00 0.96 10.55 14.52 12.50 121.00 11.00 0.00 0.96 10.63 14.51 12.50 122.00 11.00 0.00 0.95 10.71 14.49 12.50 123.00 11.00 0.00 0.95 10.79 14.47 12.50 124.00 11.00 0.00 0.94 10.86 14.45 12.50 125.00 11.00 0.00 0.94 10.94 14.43 12.50 126.00 11.00 0.00 0.93 11.02 14.42 12.50 127.00 11.00 0.00 0.93 11.10 14.40 12.50 128.00 11.00 0.00 0.93 11.17 14.38 12.50 129.00 11.00 0.00 0.92 11.25 14.36 12.50 130.00 11.00 0.00 0.92 11.32 14.35 12.50 131.00 11.00 0.00 0.91 11.40 14.33 12.50 132.00 11.00 0.00 0.91 11.48 14.31 12.50 133.00 11.00 0.00 0.90 11.55 14.30 12.50 134.00 11.00 0.00 0.90 11.62 14.28 12.50 135.00 11.00 0.00 0.89 11.70 14.26 12.50 136.00 11.00 0.00 0.89 11.77 14.24 12.50 137.00 11.00 0.00 0.88 11.85 14.23 12.50 138.00 11.00 0.00 0.88 11.92 14.21 12.50 139.00 11.00 0.00 0.87 11.99 14.19 12.50 140.00 11.00 0.00 0.87 12.06 14.18 12.50 141.00 11.00 0.00 0.87 12.13 14.16 12.50 142.00 11.00 0.00 0.86 12.21 14.15 12.50 143.00 11.00 0.00 0.86 12.28 14.13 12.50 144.00 11.00 0.00 0.85 12.35 14.11 12.50 145.00 11.00 0.00 0.85 12.42 14.10 12.50 146.00 11.00 0.00 0.84 12.49 14.08 12.50 147.00 11.00 0.00 0.84 12.56 14.06 12.50 Packet Page -3440- Cascade 2001 Version 1.0 File: sonia25 Date: June 21, 2006 9/24/2013 17.B. Page 4 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) 148.00 11.00 0.00 0.83 12.63 14.05 12.50 149.00 11.00 0.00 0.83 12.69 14.03 12.50 150.00 11.00 0.00 0.82 12.76 14.02 12.50 151.00 11.00 0.00 0.82 12.83 14.00 12.50 152.00 11.00 0.00 0.81 12.90 13.99 12.50 153.00 11.00 0.00 0.81 12.96 13.97 12.50 154.00 11.00 0.00 0.80 13.03 13.95 12.50 155.00 11.00 0.00 0.80 13.10 13.93 12.50 156.00 11.00 0.00 0.79 13.16 13.92 12.50 157.00 11.00 0.00 0.79 13.23 13.90 12.50 158.00 11.00 0.00 0.78 13.29 13.88 12.50 159.00 11.00 0.00 0.78 13.36 13.87 12.50 160.00 11.00 0.00 0.77 13.42 13.85 12.50 161.00 11.00 0.00 0.77 13.49 13.83 12.50 162.00 11.00 0.00 0.76 13.55 13.82 12.50 163.00 11.00 0.00 0.76 13.61 13.80 12.50 164.00 11.00 0.00 0.75 13.67 13.79 12.50 165.00 11.00 0.00 0.75 13.74 13.77 12.50 166.00 11.00 0.00 0.74 13.80 13.75 12.50 167.00 11.00 0.00 0.74 13.86 13.74 12.50 168.00 11.00 0.00 0.73 13.92 13.72 12.50 169.00 11.00 0.00 0.73 13.98 13.71 12.50 170.00 11.00 0.00 0.72 14.04 13.69 12.50 171.00 11.00 0.00 0.72 14.10 13.68 12.50 172.00 11.00 0.00 0.71 14.16 13.66 12.50 173.00 11.00 0.00 0.71 14.22 13.65 12.50 174.00 11.00 0.00 0.70 14.27 13.63 12.50 175.00 11.00 0.00 0.70 14.33 13.62 12.50 176.00 11.00 0.00 0.69 14.39 13.60 12.50 177.00 11.00 0.00 0.69 14.45 13.59 12.50 178.00 11.00 0.00 0.68 14.50 13.57 12.50 179.00 11.00 0.00 0.67 14.56 13.56 12.50 180.00 11.00 0.00 0.67 14.61 13.54 12.50 181.00 11.00 0.00 0.66 14.67 13.53 12.50 182.00 11.00 0.00 0.66 14.72 13.52 12.50 183.00 11.00 0.00 0.65 14.78 13.50 12.50 184.00 11.00 0.00 0.65 14.83 13.49 12.50 185.00 11.00 0.00 0.64 14.88 13.48 12.50 186.00 11.00 0.00 0.64 14.94 13.46 12.50 187.00 11.00 0.00 0.63 14.99 13.45 12.50 188.00 11.00 0.00 0.63 15.04 13.43 12.50 189.00 11.00 0.00 0.62 15.09 13.42 12.50 190.00 11.00 0.00 0.62 15.15 13.41 12.50 191.00 11.00 0.00 0.61 15.20 13.40 12.50 192.00 11.00 0.00 0.61 15.25 13.38 12.50 193.00 11.00 0.00 0.60 15.30 13.37 12.50 194.00 11.00 0.00 0.60 15.35 13.36 12.50 195.00 11.00 0.00 0.59 15.40 13.34 12.50 196.00 11.00 0.00 0.59 15.44 13.33 12.50 197.00 11.00 0.00 0.58 15.49 13.32 12.50 198.00 11.00 0.00 0.58 15.54 13.31 12.50 199.00 11.00 0.00 0.57 15.59 13.30 12.50 200.00 11.00 0.00 0.57 15.63 13.28 12.50 201.00 11.00 0.00 0.56 15.68 13.27 12.50 202.00 11.00 0.00 0.56 15.73 13.26 12.50 203.00 11.00 0.00 0.55 15.77 13.25 12.50 204.00 11.00 0.00 0.55 15.82 13.24 12.50 205.00 11.00 0.00 0.54 15.86 13.22 12.50 206.00 11.00 0.00 0.54 15.91 13.21 12.50 207.00 11.00 0.00 0.53 15.95 13.20 12.50 208.00 11.00 0.00 0.52 15.99 13.19 12.50 209.00 11.00 0.00 0.52 16.04 13.18 12.50 210.00 11.00 0.00 0.51 16.08 13.17 12.50 211.00 11.00 0.00 0.51 16.12 13.16 12.50 212.00 11.00 0.00 0.50 16.16 13.15 12.50 213.00 11.00 0.00 0.50 16.21 13.14 12.50 Packet Page -3441- Cascade 2001 Version 1.0 File: sonia25 Date: June 21, 2006 9/24/2013 17.B. Page 5 Packet Page -3442- Cumulative Instant Current Cumulative Head Water Tail [dater Time Rainfall Runoff Discharge Discharge Stage Stage (hr) (in) (cfs) (cfs) (acre -ft) (ft NGVD) (ft NGVD) ------------------------------------------------------------------------------- 214.00 11.00 0.00 0.49 16.25 13.13 12.50 215.00 11.00 0.00 0.49 16.29 13.12 12.50 216.00 11.00 0.00 0.48 16.33 13.10 12.50 217.00 11.00 0.00 0.48 16.37 13.09 12.50 218.00 11.00 0.00 0.47 16.41 13.08 12.50 219.00 11.00 0.00 0.47 16.45 13.07 12.50 220.00 11.00 0.00 0.46 16.48 13.06 12.50 221.00 11.00 0.00 0.46 16.52 13.06 12.50 222.00 11.00 0.00 0.45 16.56 13.05 12.50 223.00 11.00 0.00 0.45 16.60 13.04 12.50 224.00 11.00 0.00 0.44. 16.63 13.03 12.50 225.00 11.00 0.00 0.44 16.67 13.02 12.50 226.00 11.00 0.00 0.43 16.71 13.01 12.50 227.00 11.00 0.00 0.43 16.74 13.00 12.50 228.00 11.00 0.00 0.42 16.78 12.99 12.50 229.00 11.00 0.00 0.42 16.81 12.98 12.50 230.00 11.00 0.00 0.41 16.85 12.97 12.50 231.00 11.00 0.00 0.40 16.88 12.96 12.50 232.00 11.00 0.00 0.40 16.91 12.95 12.50 233.00 11.00 0.00 0.39 16.94 12.94 12.50 234.00 11.00 0.00 0.39 16.98 12.93 12.50 235.00 11.00 0.00 0.38 17.01 12.92 12.50 236.00 11.00 0.00 0.38 17.04 12.91 12.50 237.00 11.00 0.00 0.37 17.07 12.91 12.50 238.00 11.00 0.00 0.36 17.10 12.90 12.50 239.00 11.00 0.00 0.36 17.13 12.89 12.50 240.00 11.00 0.00 0.35 17.16 12.88 12.50 241.00 11.00 0.00 0.35 17.19 12.87 12.50 242.00 11.00 0.00 0.34 17.22 12.86 12.50 243.00 11.00 0.00 0.34 17.24 12.86 12.50 244.00 11.00 0.00 0.33 17.27 12.85 12.50 245.00 11.00 0.00 0.32 17.30 12.84 12.50 246.00 11.00 0.00 0.32 17.33 12.83 12.50 247.00 11.00 0.00 0.31 17.35 12.83 12.50 248.00 11.00 0.00 0.31 17.38 12.82 12.50 249.00 11.00 0.00 0.30 17.40 12.81 12.50 250.00 11.00 0.00 0.30 17.43 12.80 12.50 251.00 11.00 0.00 0.29 17.45 12.80 12.50 252.00 11.00 0.00 0.28 17.48 12.79 12.50 253.00 11.00 0.00 0.28 17.50 12.78 12.50 254.00 11.00 0.00 0.27 17.52 12.78 12.50 255.00 11.00 0.00 0.27 17.54 12.77 12.50 256.00 11.00 0.00 0.26 17.57 12.77 12.50 257.00 11.00 0.00 0.26 17.59 12.76 12.50 258.00 11.00 0.00 0.25 17.61 12.75 12.50 259.00 11.00 0.00 0.22 17.63 12.75 12.50 260.00 11.00 0.00 0.22 17.65 12.74 12.50 261.00 11.00 0.00 0.21 17.66 12.74 12.50 262.00 11.00 0.00 0.20 17.68 12.73 12.50 263.00 11.00 0.00 0.20 17.70 12.73 12.50 264.00 11.00 0.00 0.19 17.71 12.72 12.50 265.00 11.00 0.00 0.19 17.73 12.72 12.50 266.00 11.00 0.00 0.18 17.74 12.72 12.50 267.00 11.00 0.00 0.18 17.76 12.71 12.50 268.00 11.00 0.00 0.17 17.77 12.71 12.50 269.00 11.00 0.00 0.17 17.79 12.70 12.50 270.00 11.00 0.00 0.16 17.80 12.70 12.50 271.00 11.00 0.00 0.16 17.81 12.70 12.50 272.00 11.00 0.00 0.15 17.83 12.69 12.50 273.00 11.00 0.00 0.15 17.84 12.69 12.50 �. 274.00 11.00 0.00 0.14 17.85 12.68 12.50 275.00 11.00 0.00 0.14 17.86 12.68 12.50 276.00 11.00 0.00 0.14 17.87 12.68 12.50 277.00 11.00 0.00 0.13 17.88 12.68 12.50 278.00 11.00 0.00 0.13 17.90 12.67 12.50 279.00 11.00 0.00 0.13 17.91 12.67 12.50 Packet Page -3442- Cascade 2001 Version 1.0 File: sonia25 Date: June 21, 2006 9/24/2013 17.B. Page 6 Packet Page -3443- 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) 280.00 --------------------------------- 11.00 0.00 0.12 17.92 12.67 12.50 281.00 11.00 0.00 0.12 17.93 12.66 12.50 282.00 11.00 0.00 0.12 17.94 12.66 12.50 283.00 11.00 0.00 0.11 17.95 12.66 12.50 284.00 11.00 0.00 0.11 17.95 12.66 12.50 285.00 11.00 0.00 0.11 17.96 12.65 12.50 286.00 11.00 0.00 0.11 17.97 12.65 12.50 287.00 11.00 0.00 0.10 17.98 12.65 12.50 288.00 11.00 0.00 0.10 17.99 12.65 12.50 289.00 11.00 0.00 0.10 18.00 12.64 12.50 290.00 11.00 0.00 0.10 18.01 12.64 12.50 291.00 11.00 0.00 0.09 18.01 12.64 12.50 292.00 11.00 0.00 0.09 18.02 12.64 12,50 293.00 11.00 0.00 0.09 18.03 12.63 12.50 294.00 11.00 0.00 0.09 18.04 12.63 12.50 295.00 11.00 0.00 0.09 18.04 12.63 12.50 296.00 11.00 0.00 0.08 18.05 12.63 12.50 297.00 11.00 0.00 0.08 18.06 12.63 12.50 298.00 11.00 0.00 0.08 18.06 12.62 12.50 299.00 11.00 0.00 0.08 18.07 12.62 12.50 300.00 11.00 0.00 0.08 18.08 12.62 12.50 301.00 11.00 0.00 0.07 18.08 12.62 12.50 302.00 11.00 0.00 0.07 18.09 12.62 12.50 303.00 11.00 0.00 0.07 18.09 12.62 12.50 304.00 11.00 0.00 0.07 18.10 12.61 12.50 305.00 11.00 0.00 0.07 18.11 12.61 12.50 306.00 11.00 0.00 0.07 18.11 12.61 12.50 307.00 11.00 0.00 0.07 18.12 12.61 12.50 308.00 11.00 0.00 0.06 18.12 12.61 12.50 309.00 11.00 0.00 0.06 18.13 12.61 12.50 310.00 11.00 0.00 0.06 18.13 12.60 12.50 311.00 11.00 0.00 0.06 18.14 12.60 12.50 312.00 11.00 0.00 0.06 18.14 12.60 12.50 313.00 11.00 0.00 0.06 18.15 12.60 12.50 314.00 11.00 0.00 0.06 18.15 12.60 12.50 315.00 11.00 0.00 0.06 18.16 12.60 12.50 316.00 11.00 0.00 0.05 18.16 12.60 12.50 317.00 11.00 0.00 0.05 18.17 12.60 12.50 318.00 11.00 0.00 0.05 18.17 12.59 12.50 319.00 11.00 0.00 0.05 18.17 12.59 12.50 320.00 11.00 0.00 0.05 18.18 12.59 12.50 321.00 11.00 0.00 0.05 18.18 12.59 12.50 322.00 11.00 0.00 0.05 18.19 12.59 12.50 323.00 11.00 0.00 0.05 18.19 12.59 12.50 324.00 11.00 0.00 0.05 18.20 12.59 12.50 325.00 11.00 0.00 0.05 18.20 12.59 12.50 326.00 11.00 0.00 0.05 18.20 12.59 12.50 327.00 11.00 0.00 0.04 18.21 12.58 12.50 328.00 11.00 0.00 0.04 18.21 12.58 12.50 329.00 11.00 0.00 0.04 18.21 12.58 12.50 330.00 11.00 0.00 0.04 18.22 12.58 12.50 331.00 11.00 0.00 0.04 18.22 12.58 12.50 332.00 11.00 0.00 0.04 18.22 12.58 12.50 333.00 11.00 0.00 0.04 18.23 12.58 12.50 334.00 11.00 0.00 0.04 18.23 12.58 12.50 335.00 11.00 0.00 0.04 18.23 12.58 12.50 336.00 11.00 0.00 0 Ad 18.24 12.58 12.50 337.00 11.00 0.00 0.04 18.24 12.57 12.50 338.00 11.00 0.00 0.04 18.24 12.57 12.50 339.00 11.00 0.00 0.04 18.25 12.57 12.50 340.00 11.00 0.00 0.04 18.25 12.57 12.50 -� 341.00 11.00 0.00 0.03 18.25 12.57 12.50 342.00 11.00 0.00 0.03 18.25 12.57 12.50 343.00 11.00 0.00 0.03 18.26 12.57 12.50 344.00 11.00 0.00 0.03 18.26 12.57 12.50 345.00 11.00 0.00 0.03 18.26 12.57 12.50 Packet Page -3443- Cascade 2001 Version 1.0 File: sonia25 Date: June 21, 2006 9/24/2013 17.B. Page 7 Packet Page -3444- 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) 346.00 ----------------------------------------------------------------------- 11.00 0.00 0.03 18.27 12.57 12.50 347.00 11.00 0.00 0.03 18.27 12.57 12.50 348.00 11.00 0.00 0.03 18.27 12.57 12.50 349.00 11.00 0.00 0.03 18.27 12.57 12.50 350.00 11.00 0.00 0.03 18.28 12.56 12.50 351.00 11.00 0.00 0.03 18.28 12.56 12.50 352.00 11.00 0.00 0.03 18.28 12.56 12.50 353.00 11.00 0:00 0.03 18.28 12.56 12.50 354.00 11.00 0.00 0.03 18.28 12.56 12.50 355.00 11.00 0.00 0.03 18.29 12.56 12.50 356.00 11.00 0.00 0.03 18.29 12.56 12.50 357.00 11.00 0.00 0.03 18.29 12.56 12.50 358.00 11.00 0.00 0.03 18.29 12.56 12.50 359.00 11.00 0.00 0.03 18.30 12.56 12.50 360.00 11.00 0.00 0.03 18.30 12.56 12.50 361.00 11.00 0.00 0.03 18.30 12.56 12.50 362.00 11.00 0.00 0.02 18.30 12.56 12.50 363.00 11.00 0.00 0.02 18.30 12.56 12.50 364.00 11.00 0.00 0.02 18.31 12.56 12.50 365.00 11.00 0.00 0.02 18.31 12.56 12.50 366.00 11.00 0.00 0.02 18.31 12.55 12.50 367.00 11.00 0.00 0.02 18.31 12.55 12.50 368.00 11.00 0.00 0.02 18.31 12.55 12.50 369.00 11.00 0.00 0.02 18.32 12.55 12.50 370.00 11.00 0.00 0.02 18.32 12.55 12.50 371.00 11.00 0.00 0.02 18.32 12.55 12.50 372.00 11.00 0.00 0.02 18.32 12.55 12.50 373.00 11.00 0.00 0.02 18.32 12.55 12.50 ^. 374.00 11.00 0.00 0.02 18.32 12.55 12.50 375.00 11.00 0.00 0.02 18.33 12.55 12.50 376.00 11.00 0.00 0.02 18.33 12.55 12.50 377.00 11.00 0.00 0.02 18.33 12.55 12.50 378.00 11.00 0.00 0.02 18.33 12.55 12.50 379.00 11.00 0.00 0.02 18.33 12.55 12.50 380.00 11.00 0.00 0.02 18.33 12.55 12.50 381.00 11.00 0.00 0.02 18.34 12.55 12.50 382.00 11.00 0.00 0.02 18.34 12.55 12.50 383.00 11.00 0.00 0.02 18.34 12.55 12.50 384.00 11.00 0.00 0.02 18.34 12.55 12.50 385.00 11.00 0.00 0.02 18.34 12.55 12.50 386.00 11.00 0.00 0.02 18.34 12.55 12.50 387.00 11.00 0.00 0.02 18.34 12.54 12.50 388.00 11.00 0.00 0.02 18.35 12.54 12.50 389.00 11.00 0.00 0.02 18.35 12.54 12.50 390.00 11.00 0.00 0.02 18.35 12.54 12.50 391.00 11.00 0.00 0.02 18.35 12.54 12.50 392.00 11.00 0.00 0.02 18.35 12.54 12.50 393.00 11.00 0.00 0.02 18.35 12.54 12.50 394,00 11.00 0.00 0.02 18.35 12.54 12.50 395.00 11.00 0.00 0.02 18.36 12.54 12.50 396.00 11.00 0.00 0.02 18.36 12.54 12.50 397.00 11.00 0.00 0.02 28.36 12.54 12.50 398.00 11.00 0.00 0.01 18.36 12.54 12.50 399.00 11.00 0.00 0.01 18.36 12.54 12.50 400.00 1.1.00 0.00 0.01 18.36 12.54 12.50 401.00 11.00 0.00 0.01 18.36 12.54 12.50 402.00 11.00 0.00 0.01 18.36 12.54 12.50 403.00 11.00 0.00 0.01 18.37 12.54 12.50 404.00 11.00 0.00 0.01 18.37 12.54 12.50 405.00 11.00 0.00 0.01 18.37 12.54 12.50 406.00 11.00 0.00 0.01 18.37 12.54 12.50 407.00 11.00 0.00 0.01 18.37 12.54 12.50 408.00 11.00 0.00 0.01 18.37 12.54 12.50 409.00 11.00 0.00 0.01 18.37 12.54 12.50 410.00 11.00 0.00 0.01 18.37 12.54 12.50 411.00 11.00 0.00 0.01 18.37 12.54 12.50 Packet Page -3444- Cascade 2001 version 1.0 File: sonia25 Date: June 21, 2006 9/24/2013 17.B. Page B 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) ------------------------------------------------------------- 412.00 11.00 0.00 0.01 18.38 12.54 12.50 413.00 11.00 0.00 0.01 18.38 12.54 12.50 414.00 11.00 0.00 0.01 18.38 12.54 12.50 415.00 11.00 0.00 0.01 18.38 12.54 12.50 416.00 11.00 0.00 0.01 18.38 12.54 12.50 417.00 11.00 0.00 0.01 18.38 12.53 12.50 418.00 11.00 0.00 0.01 18.38 12.53 12.50 419.00 11.00 0.00 0.01 18.38 12.53 12.50 420.00 11.00 0.00 0.01 18.38 12.53 12.50 421.00 11.00 0.00 0.01 18.38 12.53 12.50 422.00 11.00 0.00 0.01 18.38 12.53 12.50 423.00 11.00 0.00 0.01 18.39 12.53 12.50 424.00 11.00 0.00 0.01 18.39 12.53 12.50 425.00 11.00 0.00 0.01 18.39 12.53 12.50 426.00 11.00 0.00 0.01 18.39 12.53 12.50 427.00 11.00 0.00 0.01 18.39 12.53 12.50 428.00 11.00 0.00 0.01 18.39 12.53 12.50 429.00 11.00 0.00 0.01 18.39 12.53 12.50 430.00 11.00 0.00 0.01 18.39 12.53 12.50 431.00 11.00 0.00 0.01 18.39 12.53 12.50 432.00 11.00 0.00 0.01 18.39 12.53 12.50 433.00 11.00 0.00 0.01 18.39 12.53 12.50 434.00 11.00 0.00 0.01 18.40 12.53 12.50 435.00 11.00 0.00 0.01 18.40 12.53 12.50 436.00 11.00 0.00 0.01 18.40 12.53 12.50 437.00 11.00 0.00 0.01 18.40 12.53 12.50 438.00 11.00 0.00 0.01 18.40 12.53 12.50 439.00 11.00 0.00 0.01 18.40 12.53 12.50 440.00 11.00 0.00 0.01 18.40 12.53 12.50 441.00 11.00 0.00 0.01 18.40 12.53 12.50 442.00 11.00 0.00 0.01 18.40 12.53 12.50 443.00 11.00 0.00 0.01 18.40 12.53 12.50 444.00 11.00 0.00 0.01 18.40 12.53 12.50 445.00 11.00 0.00 0.01 18.40 12.53 12.50 446.00 11.00 0.00 0.01 18.40 12.53 12.50 447.00 11.00 0.00 0.01 18.40 12.53 12.50 448.00 11.00 0.00 0.01 18.41 12.53 12.50 449.00 11.00 0.00 0.01 18.41 12.53 12.50 450.00 11.00 0.00 0.01 18.41 12.53 12.50 451.00 11.00 0.00 0.01 18.41 12.53 12.50 452.00 11.00 0.00 0.01 18.41 12.53 12.50 453.00 11.00 0.00 0.01 18.41 12.53 12.50 454.00 11.00 0.00 0.01 18.41 12.53 12.50 455.00 11.00 0.00 0.01 18.41 12.53 12.50 456.00 11.00 0.00 0.01 18.41 12.53 12.50 4_57.00 11.00 0.00 0.01 18.41 12.53 12.50 458.00 11.00 0.00 0.01 18.41 12.53 12.50 459.00 11.00 0.00 0.01 18.41 12.53 12.50 460.00 11.00 0.00 0.01 18.41 12.53 12.50 461.00 11.00 0.00 0.01 18.41 12.53 12.50 462.00 11.00 0.00 0.01 18.41 12.53 12.50 463.00 11.00 0.00 0.01 18.42 12.52 12.50 464.00 11.00 0.00 0.01 18.42 12.52 12.50 465.00 11.00 0.00 0.01 18.42 12.52 12.50 466.00 11.00 0.00 0.01 18.42 12.52 12.50 467.00 11.00 0.00 0.01 18.42 12.52 12.50 468.00 11.00 0.00 0.01 18.42 12.52 12.50 469.00 11.00 0.00 0.01 18.42 12.52 12.50 470.00 11.00 0.00 0.01 18.42 12.52 12.50 471.00 11.00 0.00 0.01 18.42 12.52 12.50 472.00 11.00 0.00 0.01 18.42 12.52 12.50 473.00 11.00 0.00 0.01 18.42 12.52 12.50 474.00 11.00 0.00 0.01 18.42 12.52 12.50 475.00 11.00 0.00 0.01 18.42 12.52 12.50 476.00 11.00 0.00 0.01 18.42 12.52 12.50 477.00 11.00 0.00 0.01 18.42 12.52 12.50 Packet Page -3445- Cascade 2001 Version 1.0 File: sonia25 Date: June 21, 2006 9/24/2013 17.B. Page 9 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) 478.00 11.00 0.00 0.01 18 42 =_= 12.52 =_= 12.50 479.00 11.00 0.00 0.01 18.42 12.52 12.50 480.00 11.00 0.00 0.01 18.42 12.52 12.50 481.00 11.00 0.00 0.01 18.43 12.52 12.50 482.00 11.00 0.00 0.01 18.43 12.52 12.50 483.00 11.00 0.00 0.01 18.43 12.52 12.50 484.00 11.00 0.00 0.01 18.43 12.52 12.50 485.00 11.00 0.00 0.01 18.43 12.52 12.50 486.00 11.00 0.00 0.01 18.43 12.52 12.50 487.00 11.00 0.00 0.01 18.43 12.52 12.50 488.00 11.00 0.00 0.01 18.43 12.52 12.50 489.00 11.00 0.00 0.01 18.43 12.52 12.50 490.00 11.00 0.00 0.01 18.43 12.52 12.50 491.00 11.00 0.00 0.01 18.43 12.52 12.50 492.00 11.00 0.00 0.01 18.43 12..52 12.50 493.00 11.00 0.00 0.01 18.43 12.52 12.50 494.00 11.00 0.00 0.01 18.43 12.52 12.50 495.00 11.00 0.00 0.01 18.43 12.52 12.50 496.00 11.00 0.00 0.01 18.43 12.52 12.50 497.00 11.00 0.00 0.01 18.43 12.52 12.50 498.00 11.00 0.00 0.01 18.43 12.52 12.50 499.00 11.00 0.00 0.01 18.43 12.52 12.50 500.00 11.00 0.00 0.01 18.43 12.52 12.50 501.00 11.00 0.00 0.00 18.43 12.52 12.50 502.00 11.00 0.00 0.00 18.43 12.52 12.50 503.00 11.00 0.00 0.00 18.43 12.52 12.50 504.00 11.00 0.00 0.00 18.44 12.52 12.50 STRUCTURE MAXIMUM AND MINIMUM DISCHARGES ------------------------- Struc Max (cfs) Time ------------------- (hr) Min (cfs) Time (hr) 1 4.38 65.20 0.00 0.00 BASIN MAXIMUM AND MINIMUM STAGES Basin --------------- Marc (ft) - - - - -- --------------- Time (hr) Min (ft) Time (hi) basin -1 15.84 65.20 12.50 0.00 BASIN WATER BUDGETS (all units in acre -ft) Total --------------------------------------- Structure Structure Initial Final - Basin Runoff Inflow Outflow Storage Storage Residual basin -1 18.50 0.00 18.43 0.00 - 0.07 0.00 Packet Page -3446- 9/24/2013 17. B. ATTACHMENT 6 Preserve Area Cross Section Packet Page -3447- 9/24/2013 17.B. § , ■ � k � . ■| & �. | . .\ � m � « ° ,• « !§ ! 7 /) ) \ � 0 § § | m �§ . ! § n \ \ � \ \ ; ) � ) ) ) ° \ Packet Page -3448- 9/24/2013 W.B. Packet Page -3449- IEN VIIIi ONMENTAIL IMPACT STA7 EMER NT (COLLIER BOULEVARD PARCEL COLLIER COUNTY9 FLORIDA January 2005 (Revised July 2006) For Home Dynamics, Corp. 4788 West Commercial Blvd. Tamarac, FL 33319 . ENVIRONMENTAL SERVICES, INC. 1410 Park Lane South, Suite 1 Jupiter, Florida 33458 561- 743 -5141 EP04141 Packet Page -3450- 9/24/2013 17.B. 9/24/2013 17.B. TABLE OF CONTENTS I. INTRODUCTION ............................................................................ ..............................1 11. METHODS ....................................................................................... ..............................1 III. RESULTS ......................................................................................... ..............................3 Water Management Report A. Soils ............................................. .......................................... B. Vegetative Communities ....................................................... C. Listed Species .......................... ............................................. D. Wetlands ...................... .......................... ............................... E. Soils and Ground Water Testing F. Cultural Resources .................................................... ..............................3 ..............................5 ..............................5 ..............................7 ........................••••••7 ............................... •""" ""'7 IV. RECOMMENDATIONS .............. ............................... ..................... ..............................8 A. Vegetative Communities ....................................................... B. Listed Species ...................................................................... C. Wetlands ............................................................................. D. Soil and Ground Water Testing ......................................... ..............................8 ..............................8 .............................12 ............................... REFERENCES 13 .......................................................... ............................... LIST OF FIGURES Figure 1 Site Location Map ........................ ............................ ..............................2 Figure2 Soil Map ..................... ......................................................................................... G Figure 3 Vegetative Commnunities Map ............................................. ..............................9 Figure4 1993 Aerial ............................................................................ .............................10 Figure5 1996 Aerial ........................................................................... .............................11 Figure6 2002 Aerial ......................................................................... ............................... LIST OF ATTACHMENTS Attaclunent 1 Professional Credentials Attaclunent 2 Agency Correspondence Attaclunent 3 Phase II Enviromnental Site Assessment Attachment 4 Photographs Attaclunent 5 Water Management Report Attaclmlent 6 Preserve Area Cross Section 11 Packet Page -3451- 9/24/2013 17.B. ENVIRONMENTAL IMPACT STATEMENT COLLIER BOULEVARD PARCEL COLLIER COUNTY, FLORIDA I. INTRODUCTION Environmental Services, Inc., (ESI) conducted an environmental assessment of the 30 -acre parcel on 17 September 2004 (See Attachment 1 for Professional Credentials). The parcel is comprised of low density residential and tree nurseries, and is located in Section 35, Township 48 South, Range 26 East, Collier County, Florida (Figure 1). The parcel is bound on the north by residential apartment buildings and undeveloped land, on the south by undeveloped land, on the east by residential apartment buildings, and on the west by Collier Boulevard. II. METHODS Prior to the site visit, the U.S. Geological Survey 7.5- minute Topographic Map, Belle Meade Quadrangle (Photorevised 1983) and the Soil Survey of Collier County Area, Florida, (U.S. Department of Agriculture 1998) were reviewed to determine topographic features and site soil mapping units. The 2002 Collier County 1" = 200' scale aerial photograph of the parcel were obtained and reviewed to determine locations of potential enviromnental features. A pedestrian survey of the parcel was conducted to map approximate locations and boundaries of significant environmental resources, vegetative communities, exotic vegetation, wetland areas, surface waters, presence of listed plant or animal species, and vegetative conununities which would require protection or identification under local rules and regulations. The Guide to the Natural Conaniunities of Florida (Florida Natural Areas hiventory 1990) provides classification of natural conununities of Florida and was used in this investigation. Approximate location of vegetative community cover type boundaries and other features of the site were mapped on 1999 Florida Department of Environmental Protection (DEP) true -color aerial photographs for enhanced viewing. Vegetative conununities were identified in accordance with Florida Land Use Cover and Fornzs Classifications Systeins Handbook (Florida Department of Transportation 1999) (FLUCFCS). Wetland protection is mandated under both federal and state regulations. The U.S. Anny Corps of Engineers (CE) regulates activities in Waters of the United States pursuant to the Clean Water Act (PL92 -500 Section 404) as further defined in the CE regulatory program (33 CFR 320 -330). DEP has established wetland identification and permitting processes at Chapter 62 -330, 62 -340, and 62 -312 of the Florida Administrative Code (FAC). Current federal and state wetland definitions are derived from the original definition found in 33 CFR 328.3, identifying wetlands as "those areas that are inundated, or saturated by surface or ground water at a frequency and duration sufficient to support, a prevalence of vegetation typically adapted to life in saturated soil conditions ". Packet Page -3452- Up w Eli if j�r�F 347 I A2. X7. 0124l20I3 17.1 25 -Z 7. Z -T- Property �QY Lo ca io i i A 'j 1 II Location/Topographic Nflap Figure: - CoMe Bufavard P-earcel Project: EP04141 FMURONMENTAL SERVICES, 1NC. Collier County, Florida Date: October 2004 Packet Page -3453- 3. 0 1000 2000 Feet 0 0.25 0.50 l(m Source, USGS 1:24,000 u. Belle Meade lq\rV (1983) Quadrangle. ii Section 35, TDWnship 48 South, Range 26 East C-I 'j 1 II Location/Topographic Nflap Figure: - CoMe Bufavard P-earcel Project: EP04141 FMURONMENTAL SERVICES, 1NC. Collier County, Florida Date: October 2004 Packet Page -3453- 3. 9/24/2013 17.B. Delineation of federally regulated jurisdictional wetlands is determined by the Corps of Engineers Wetlands Delineation Manual (USAF Waterways Experiment Station Environmental Laboratory 1987). Delineation of wetlands regulated by DEP and South Florida Water Management District (SFWMD) is done according to Chapter 62 -340 FAC, Delineation of the Landward Extent of Wetlands and Surface Waters. The Florida Wetlands Delineation Manual (Gilbert et al. 1995) serves as a guide to Chapter 62 -340. Both manuals, which emphasize the identification of hydric soils, hydrophytic vegetation, and wetland hydrologic conditions in making wetland determinations, were used in this investigation. Listed species of plants and wildlife are found in Florida's Endangered Species, Threatened Species and Species of Special Concern, Official Lists (Florida Fish and Wildlife Conservation Commission 2004) and Preservation of Native Flora of Florida, Chapter 5B- 40.0055 (Florida Department of Agriculture and Consumer Services, Division of Plant Industry, April 2004. Any occurrences of listed species were recorded. A series of pedestrian transects were conducted across the property to determine the presence of any listed species. III. RESULTS A. Soils Soils within the parcel are mapped as Holopaw fine sand, limestone substratum; Oldsmar fine sand, limestone substratum; and Pineda fine sand, limestone substratum (Figure 2). The natural soils have been considerably altered because the entire site has been cleared ^ and used for residential and agricultural purposes. 1. Holopaw fine sand, limestone substratum (2). Holopaw file sand, limestone substratum, is a nearly level, poorly drained soil found in sloughs and poorly defined drainageways. Under natural conditions, the seasonal high water table is within a depth of 12 inches for three to six months during most years. During the other months, the water table is below a depth of 12 inches and it recedes to a depth of more than 40 inches during extended dry periods. Typical natural vegetation for this soil is slash pine (PinUS elliottii), wax myrtle (Myrica cerifera), chalky bluestem (Alndropogon virgmlcus), maidencane (PaniCUTII henlitO7720)2), and gulf muhly (Muhlenbergia sp.). 2. Oldsmar fine sand, limestone substratum (10). Oldsmar fine sand, limestone substratum, is a nearly level, poorly drained soil found on flatwoods. Under natural conditions, the seasonal high water table is between a depth of six to 18 inches for one to six months during most years. During the other months, the water table is below a depth of 18 inches and it recedes to a depth of more than 40 inches during extended dry periods. Typical natural vegetation for this soil is slash pine, wax myrtle, saw palmetto (Serenoa repens), and chalky bluestem. Packet Page -3454- 9/24/2013 17.B. 0 Soo 1000 Feet 0 0.125 0.25 K m Source: Soil Survey of Collier County, Florida, 1990. Section 35, Township 46 South, Range 2C East ti Ij f - all Propetty Location 0 Soo 1000 Feet 0 0.125 0.25 K m Source: Soil Survey of Collier County, Florida, 1990. Section 35, Township 46 South, Range 2C East Soils 2 = I-Ijolopaw fine sand, Limestone SubstratU111 10 = Oldsmar fine sand, Limestone Substratum -11 14 Pinada. fine sand, Limestone Substratum C A Soils Map Fig re: 2 I A EP04 Botplevard" F��8'vcc-M project: ENVIII-ROMIMENTAL SERVICES, !NC. Collier County, Florida zDate: October 2004 Packet Page -3455- ti Soils 2 = I-Ijolopaw fine sand, Limestone SubstratU111 10 = Oldsmar fine sand, Limestone Substratum -11 14 Pinada. fine sand, Limestone Substratum C A Soils Map Fig re: 2 I A EP04 Botplevard" F��8'vcc-M project: ENVIII-ROMIMENTAL SERVICES, !NC. Collier County, Florida zDate: October 2004 Packet Page -3455- 9/24/2013 17.B. 3. Pineda fine sand limestone substratum (14). Pineda fine sand, limestone substratum, is a nearly level, poorly drained soil found in sloughs and poorly defined drainageways. Under natural conditions, the seasonal high water table is within a depth of 12 inches for three to six months during most years. During the other months, the water table is below a depth of 12 inches and it recedes to a depth of more than 40 inches during extended dry periods. Typical natural vegetation for this soil is slash pine, wax myrtle, chalky bluestem, maidencane, and gulf mulnly. B. Vegetative Communities Vegetative communities within the parcel were mapped using FLUCFCS (Figure 3). The vegetative communities comprise a mixture of non - native exotic hardwoods and herbaceous species. The vegetative communities are described as follows: 1. Residential Low Density ( FLUCFCS 110). The residential, low density area occupies 10.0 acres of the site. There is one single- family home on the area. This area occurs on the northern section of the property and contains slash pine, laurel oak (Quercus laurifolia), beggar ticks (Bidens sp.), Caesar weed (Ureiaa lobata), cabbage palm (Sabal Pahnetto), and Brazilian pepper (Schinus terebinthifolius). There is no native vegetative community left intact with canopy, subcanopy and ground cover. 2. Tree Nurseries ( FLUCFCS 241). The tree nurseries cover type occupies 20.0 acres of the site. This cover type occurs on the southern portion of the property. Native vegetation is sparsely scattered throughout and includes slash pine, cabbage palm, and bald cypress (Taxodiuna distichuan). There is no native vegetative connrnunity left intact with canopy, subcanopy and ground cover. C. Listed Species No animals listed as protected by federal., state, or local environmental regulatory agencies, nor any signs of such animals, were observed within the parcel Field review of the parcel identified two species of non - listed wildlife, the Northern mockingbird (Nlimus polyglottos) and gray squirrel (Sciurus carolineaasis). No plait species regulated by Florida Department of Agriculture and Consumer Services (FDACS) as Threatened or Endangered were observed within the project boundary. A list of listed species known to occur in Collier County is included as Attachment 2. FFWCC and the U.S. Fish and Wildlife Service (USFWS) were contacted regarding records of potential listed species ocetn-rence in the area of the project site. According to FFWCC, the project area is located within a Florida panther strategic habitat conservation 5 Packet Page -3456- ,, - ___.rte_• _..___ .� �.� � ` Y n� �r eS 1 i e - � t T - 4 — 7P � J ITTT � ` # ew LV AN .• 9/24/2013 17.B. area. A response has not yet been received from USFWS. See Attachment 2 for FFWCC correspondence. D. Wetlands No jurisdictional wetlands were identified on the property. E. Soil and Ground Water Testing Because the property has been used for agricultural purposes, Collier County requires that soil and groundwater testing be done to assure there is no contamination onsite. A Phase H Environmental Site Assessment of the soils and groundwater was conducted by Dynatech Engineering Corporation in November of 2004. The results of the Phase H Environmental Site Assessment are summarized below and are included in Attachment 3. One soil boring was performed down to an average depth of six feet below the existing ground surface. All soil borings were performed according to ASTM D- 1586. Soil samples were collected during the soil borings operations, split and placed in 16 -ounce glass jars, half full and covered with aluminum foil. The head space in the jars was allowed to be stabilized between 20 C and 32 C and readings were obtained five minutes thereafter using an organic vapor analyzer O.V.A. /F.I.D. O.V.S. Test results were found in compliance with state and county standards. One temporary monitoring well was installed. Development of the well was performed until clear ground water was evident. Ground water samples were secured pursuant to purging the well a minimum of five volumes. The well was then sampled for Enviromnental Protection Agency (EPA) method 602, 610, 608 and the Resource Conservation and Recovery Act (RCRA) metals, as well as temperature, ph, and conductivity. Secured groundwater samples were packed on ice and transported to STL Environmental Laboratories for analysis. All test results were found below the natural attenuation Default source 10 ug/l, therefore, no mediation is required. F. Cultural Resources The Florida Department of State Division of Historical Resources (SHPO) was contacted regarding the potential of any historical or cultural resources occuring in the project vicinity. SHPO was also contacted to request a determination of the need for a cultural resource assessment. According to SETO, no cultural resources are know to exist in the area of potential effect, therefore no cultural resources will be affected by this project. See Attachment 2 for SHPO correspondence. 7 Packet Page -3458- 9/24/2013 17.B. IV. RE COMlMlel>iDATIONS A. Vegetative Communities The site currently has very little existing native vegetation due to past disturbances. According to 3.9.5.4(C) of the Collier County Land Development Code, for sites cleared prior to January 2003, Collier County requires documentation that the parcel is in compliance with the 10 year rezone limitation previously identified in the Growth Management Plan and Land Development Code. Aerials show that the site had been cleared and used as agriculture since at least 1993 (Figures 4 through 6),. Enviroiunental Services reviewed the county land alteration permits that were previously issued for Doria's Landscaping. In November 1957, an agricultural clearing permit was issued for the two southern parcels. However, as shown on the agricultural permit site plan, three preserve areas were to remain in place. These preserve areas have been cleared without a permit in the recent past. Collier County will require 100 percent of the impacted preserve areas to be re- created on the property. Based on the site plan for Doria's Landscaping, this amounts to approximately 3.3 acres. In addition, the northern parcel was also cleared without a permit. We have tabulated the acreage of native habitat on place in the 1975 aerials to calculate the required preserve requirements. The acreage amounts to approximately 3.2 acres. Collier County will require that at least 25 percent (approximately 0.85 acre) of this area be. re- created as a preserve area. In summary, a total of approximately 4.15 acres of preserve is required to 10.1 be recreated. A total of 4.15 acres of native habitat will be recreated and will be connected with the Bucks Run preserve area, located on the parcel to the south. Vegetation used for the native habitat recreation will vary depending on habitat type created. Within the upland recreation areas, typical vegetation may include slash pine (Pinus elliottii), cabbage palm (Sabal palmetto), saw palmetto (Sere7ioa repem), beauty berry (Callicarpa anzericana), and wild coffee (Psychotria nervosa). Within the forested wetland recreation areas, typical vegetation may include bald cypress (Taxodiufn distichum), sweet bay (Magnolia virginiana), pond apple (Annona glabra), leather fern (Acrostichum spp.), and royal fern (OS771unda regalis). B. Fisted Species No listed plant species regulated by FDACS as Threatened or Endangered were observed on the property. No listed animal species were identified on the property. A letter from FFWCC stated that the project area is located within a Florida panther strategic habitat conservation area. Because of the development surrounding the project site and the condition of the habitat located on the project site, it is not likely that this species utilizes the site or will be affected by the proposed project. Packet Page -3459- - -- -- �a�+. sa:. ' . , Y'saw.._.'- `�;- lirw..,e. a:, �,e,a�. ...�..�r Ya- :.,,.•• ,..'�,' A J�5 t w Ate. 1 � . f f � �� , h � t R � �. �► - 1 , . t t f , r r S v , Y r r ='t i' w 4 w • , � R f4 to T 1: M741' Mi- L I t 0 i' L It IN IrFrl I �M. � I l 4 AM Al VA 4 � f ,41h •�.A , J ] ff � � x +1 x. ix. 5 - '�F'�r'a'' _ ...:,°.••!'�zr Fe's%' -'�S�' •:,� I ,y( w r ix. 5 - '�F'�r'a'' _ ...:,°.••!'�zr Fe's%' -'�S�' •:,� I ,y( w 9/24/2013 17. B. C. Wetlands No wetlands considered jurisdictional by SFWMD or CE were observed on the property. D. Soil and Ground Water 'Vesting Based on the physical site assessment and analytical laboratory results, soil test results were found in compliance with state and county standards. In addition, all test results for ground water contamination were found below the natural attenuation default source 10 ug/l, therefore, no mediation is required. 12 Packet Page -3463- 9/24/2013 17.B. REFERENCES Florida Department of Agriculture and Consumer Services, Division of Plant Industry. April 2004. Preservation of Native Flora of Florida, Chapter 5B- 40.0055, Florida Administrative Code. Florida Department of Transportation. 1999. Florida Land Use, Cover and Forms Classification Systems Handbook. Tallahassee, Florida. 91 p. Florida Fish and Wildlife Conservation Commission. 2004. Florida's Endangered Species, Threatened Species and Species of Special Concern, Official Lists. Tallahassee, Florida. Florida Natural Areas Inventory and Florida Department of Natural Resources. 1990. Guide to the Natural Communities of Florida. 111p. Gilbert K., J. Tobe, R. Cantrell, M. Sweeley and J. Cooper. 1995. The Florida Wetlands Delineation Manual. The Florida Department of Environmental Protection, South Florida Water Management District, St. Johns River Water Management District, Suwannee River Water Management District, and Northwest Florida Water Management District. 197 p. U. S. Department of Agriculture, Soil Conservation Service. 1998. Soil Survey of Collier County Area, Florida. 152 p. + maps. USAE Waterways Experiment Station Enviromnental Laboratory. 1987. Corps of Engineers Wetlands Delineation Manual, Technical Report Y -87 -1, US Army Corps of Engineers Waterways Experiment Station, Vicksburg, Miss. 13 Packet Page -3464- 9/24/2013 17.B. ATTACHMENT 1 Professional Credentials Packet Page -3465- 9/24/2013 17.B. ICHAEL PODD MIMNA UG-11 PROJECT SCIENTIST HI ENVIRONMENTAL SERVICES, INC. PROFESSIONAL EXPERIENCE SUMMARY Mr. Mimnaugh's background is in wildlife biology. He is experienced in environmental assessments, wetland delineations, environmental perinitting, and threatenedlendangered species surveys. ACADEMIC BACKGROUND B. S. Wildlife Resources and Conservation. University of Florida. 2000. RESPONSIBILITIES WITH ENVIRONMENTAL SERVICES, INC. As an environmental professional, Mr. Mimnaugh has been involved in a wide variety of projects including endangered and threatened species surveys, seaturtle monitoring, gopher tortoise relocations, seagrass surveys, wetland determinations, environmental assessments, mitigation monitoring, and environmental permitting and planning. Mr. Mimnaugh's education, training, and background coupled with his experience in the envirommental, biological, and regulatory fields bring a qualified consultant to any project team. PRIOR EXPERIENCE 2003 — PRESENT: Environmental Services, Inc., Project Scientist III 2001 -2003: EMS Scientists, Engineers, Planners, Inc., Environmental Specialist 2000 -2001: Pine Jog Environmental Education Center, Instructional Intern 1996 -2000: Patin Beach County Department of Environmental Resources Management, Environmental Intern PROFESSIONAL AFFILIATIONS AND ACTIVITIES: NAUI Open Water SCUBA Certified Florida Association of Environmental Professionals TYPES OF PROJECTS Residential, Commercial, Institutional, industrial, Medical, Municipal, and P ecreational SIZE OF PROJECTS Dollar Values: to $585,000 Acreage: to 3,992 acres REPRESENTATIVE PROJECT EXPERIENCE: Ritz Carlton Golf Club - Bald Eagle Monitoring, Palm Beach County, FL State Road 60 Widening - Caracara Monitoring, Indian River County, FL. Packet Page -3466- 9/24/2013 17.B. St. Lucie County Mine Expansion - Caracara Monitoring, St. Lucie County, FL. State Road 60 Widening - Endangered Species Biological Assessment, Indian River County, FL Southern Boulevard (SR 30) Widening - Endangered Species Biological Assessment, Palm Beach Country, FL Griffin Road - Endangered Species Biological Assessment, tree inventory, Broward County, FL. Lake Okeechobee Scenic Trail - Endangered Species Biological Assessment, Palm Beach and Martin Counties, FL Jupiter River Walk — Seagrass sui-vey and wetland delineation, Palm Beach County, FL. Ernest Lyons Bridge - Seagrass survey and wetland delineation, Martin County, FL Palm Beach International Airport - Rookery Monitoring, Palm Beach County, FL State Road 5 (US 1) — Scrub jay survey, gopher tortoise survey, relocation and permitting processes, Malin County, FL. PGA Boulevard Overpass - Gopher tortoise survey, relocation and permitting processes, Palm Beach County, FL. SWA Lantana - Gopher tortoise survey, relocation and pe n-�tting processes, Palm Beach County, FL. Ten -Mile Creek Water Preserve Area, Gopher tortoise siu-vey, relocation and permitting processes, migratory bird survey, St. Lucie County, FL. West Lake Park — Wetland mitigation monitoring, Broward County, FL. Easterlin Park — Wetland mitigation monitoring, Broward County, FL. WPTV tower — Wetland mitigation monitoring, Palm Beach County, FL. Packet Page -3467- 9/24/2013 17.B. AT T ACH1U1ENT 2 Agency Correspondence Packet Page -3468- U1l Lll zuvo lU: 1b Li (UL11L CJ1 FLORIDA DEPARTMENT OF STATE Glenda E. Hood Secretary of State DI.3iISION OF WWORICAL r<MTJRCI?S Mr. Brent M. Handley January 4, 2005 nvironnental Services, Inc. 1410 Park Lme South, Suite 1 Jupiter, Florida 33458 RE, DFl1 Project File Number: 2004 -12414 Additional Information Received by DID. !December 7, 2004 Collier Boulevard parcel ColliET County Dear Mr. Handley: rhsvc utf UG 9/24/2013 17.B. In accordance tzj2h the procedures contained in the applicable local ordinance or land development code, we reviewed the referenced project for possible int pact to cultural resources (sny preb storic or historic district, si.to, building, structure, or object) listed, or eligible for listing, in the National Register of Mswic Places, or otherwise of historical, archaeological, or architectural value. We !nave nevi --Nved the Florida faster Site File and our records and no cultural resources are Imovai to exist in ilnc area of potzntial e feet. Therefore, based on the information provided, it is the opinion of the office that no cultural resources will be affected by this undertaking. if yoii have any questions concerning our comments, please contact Scat's Edwards, Histopic Preservationist, by elecixonic mail sedwurd4 @dos.s1aYe.. lxs, or at 850 -245 -6333 or 900-8847-727 9. Sincerely, L Frederick Caste, erector, and Stato 115st sric Prrscr•vation Ofiicer. 500S. Bron- ough Stmt a k offlahazec, VL 37399 -02-50 o htl oil /w�� .�tk�cri'tsg�e.ccl�n C! MnctpYs Offim 0 d3lTChac- 010F.A.A al a -enreh E2 H9st-'Vd Vrc8er'Ehaal 0 RUGtodcal 1kiuselAW3 '850) 24S-6300 . a'FAX: 243 -6156 (851-0) 245-a ° PA)C' 245 -6135 (950) 245 -5333 0 TAX- 245 -6437 (M) 245-600 - FAX! 1�-S 433 0 sottheast Regional Office @ Fx1es:hean Regional D'Wcp M4) A67 -4990 ° FAX 967 -A-991 (904.) 925=3e -Vi ° FAX: 825 -54 "9 Packet Page -3469- 0 Cent:,-al - Eozida Regioxml Lice (8813) 272 -W-3 a FAX 272 -2340 FLORIDA FISH AND WILDLIFE CONS RV.,, ,10�ti cc, 9/24/201317.B. 1i0I31�TEY 13ARRETO &ANDRA T. �SAUPE N.A. "HERK" �I[IT M-A!1 DAVID X. - IJEHAN htiami Patio Beach Enterprise St. Petersburg 4, ' J ` KATHY B_ARO© MCI-LARD A. GORBET^1 BR1AId l Tallahassee ti8I1 ~ Tarrna Ta?jahassee Jachsonviile KENIQETH D. JiADDAD, Dxecutive Director VICTOR J. HrMLER, Assistant Dxecutive Director November 1, 2004 FISH AND WILDLIFE RESEARCH INSTITUTE (850488.68£) TDD (850)488.9542 FAX (850)922.5G79 Ii/Y Todd l irrinaugh Environmental Services, Inc. 14.10 Park Lane South, Suite 1 juplter, —1 334.58 Dear Mr. IVdnmaugh: This letter is in response to your reali4es8 for listed species occurrence records aid critical habitats for your project (Collier Blvd. Parcel) located in Collier County, Florida. No records horn the Florida Fish and �,Jildhfe, ConsE.rvation Co7ilrt'D)ssiors- database "'Jere located Withi -11 the project area. IIOWEVer, a ?"i0 ??da panther strategic habitat conservation area has been sited o „,er a Iarge portion of the area. 'Enclosed are 10.5 x 11 snaps Showil1, biodiversity hotspots, StraKealic habitat conservations areas, priority wetlands for listed species. and ~' laiid cover for the area. Please note that our database does not necessarily contain records of all listed species that may occur in a given area. Our data is limned to sit es that We surveyed or sites that others have szlrvey�_-d and flrovided t1sritn their data. Also, data on certain species, such as gop>7es toi ioises, are not entered into our database on a site - specific basis. T hcref�ire, aria s1h+m3i>it�l X03 SSai a ;111an1 an albse absence of occurrences in ot3r dell fb e i, d4cafes 11ia1 species € r significance do nit ormAT ha lflflB area. Thu- Florida Natural Areas inventory (FNAI) m—ai- itahis a separate database of listed plant Md wildlife species, please contact F1%TA1 directly for sl)ecigic i�?for- ration on tl ?e location of e'serr?ent occurrences +�✓itl,in the projeci area. Because NAI is funded to provide iy�aforspa"tion to p'iblic agencies only, you may b: required to pay a fee for this information. Conrily-Wide i±St .fl sp °cics * four anon ecT, be Iclated at their Websiie (http: / /wVm w.fn ai.org). Please credit the }':'lorida Fish and W ldhie Conservation torn mission in any publication or presentation of these data. if you have any questions or furiher requests, please contact n?e at (1050) 488 -5661 or L.r ika.pittman @fwc.stale- fiAls. Sincerely, l ” 's;�:r Frilta S. Pittmall Records Technician csp i iNv 8-7/10 2004.14 65 Enclosures Packet Page - 3470 - see "� $egg •.600 Visit i5ry W'•.: M 2 9/24/2013 17.B. Ugend. N Froject Ai-,-.a Roads Public Lands SHCA's November 1, 2004 Packet Page -3471- 9/24/2013 W.B. ((-'o' Pric6ry Weflau& , ffider BI-Kvyd. Parcel Collier CouirAY9 F, L 91995FE E JR Po El ® ,� 91 ME E, F3 W L Legend g !-3 Upland Spocies O 4-6 -Upland Sp-=Jms 4-6 Weflomd Sptciiz 7-9 Wetland Sp cies Packet Page -3472- 10- 9/24/2013 17.B. 41 Blvd. Pai-rex2; Collieu cotyno,tev, AO-N, I gond 0.5 3-4 spe,- 5-6 species 7+ qpocies Nov zy j. 2-004 Packet Page -3473- C. 201he I'llvd• Parcel. 9/24/2013 173, Collier ;op JAL �y; a ■ r f _ y---- . n r , a• r-,l( _. _. .... - R !rte t' ' 1 .D"- T-..,, 1!t � { t a �-� C T t r. °Q, -[j�'� R � cR• �ar1� Gt' ay } r R � R ° E n dIa lrlr °i ra era- 'is °•n R • pp� D a • affrJy 1 ,_.��.�3= °' ,k�•.s•!' ° � ° Y J _� -. oaf a �• �' � �~ 1 `° r r °► �' f �..ti ) f of 1. ea 1 t ,� _ aacr° a�" f , ■ sl: IDta a- i�. r zi• •l® at � (,1 f e—• ° A' .ri � f f .!` •ta � ,y_ae�C, R q a. � �a �° : QaaG'j't G �� r '~ �, - _ /,.r � (� /JJ� 4• fG' C, q 1 �i%jf• a n J YT d O .rte t �L- .-. -1'■ i' T r _'' • + , / " _; �. t...; � � ��Y� . e.r�'i ■ _� Rte. ■' ra ! 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LA'• R t f ( R � � � yr �:D •Di Q @a � ® s m � � f: R se '1! - t r � • "�� eal 4 n Leann d Cn:slaf Shand (— j)J'z�9 Yd =)timid Szr �) ©.5 0.5 I Rut es is ©n): Snub i gp»a)ienl t:2f�::ss+3 ELBas) �� Sami PSw_ S. ub � $z7 Flr:rb $andhill � Plrcn? ?am r:�„a (� F':.ad liafdwav -Flr� FOiCFv&3b. • I�Haldaaad F1'..iunail�s and Fo;aaL- rOyn 1;laIw 1 Pmzlands ] Ebnh erd 8w::)ka:rI to Gtbbzoe PaLn -live O_5: Plar..mxt Yrapicsl tiardR;ocd NEinmo ^.:: '[�'�j tam S_-d PO4; a 4 t FfatM2f ?T 1>`iarsh End WCI Fta.,',9 FJ �Tiw- `r`f--d �25:39L $aF%y�fa °P -a i'%J°b 9�7/RT wf_- t canau Ma sn O Grsfs, i"�CC1'u�23113tq i, 2.00 . daub swarrv� na�;z: -ss- Packet Pale -3474 - Bay ermmp 1 ', DTAR Mattz Cyuesa Swamp f -`l r..ur- aa/F:nt)GaM?oa Prin iTw'^.a Rs .= ,-s-ee 9/24/2013 17.B. li �s� <rr�d 9 s c c�;� Iii f�t,, "t.i_i3r 0 s;'aIILY f uudaled ,s utre 2000) Species Federal Habitat status Florida panther Pw77a (= Felis) concolor" corgi E' high pine, Tropical hardwood hammock, Scrub, Mantire hammock, Mesic temperate hammock, Pine rockland, Scrubby flatwoods, Mesic pine flatwoods, Hydric pine flatwoods, Dry prairie, Wet prairie, Freshwater marsh, Seepage swamp, Pond swamp, Mangrove Puma (= Mountain lion) Palma (= Felis) concolor T (S /A) iflatwoods, pine, Tropical hardwood hammock, Scrub, Maritime hammock, c temperate hammock, Pine rockland, Scrubby flatwoods, Mesic Hydric pine flatwoods, Dry prairie, Wet prairie, water marsh, Seepage swamp, Flowing water swamp, Pond p, Mangrove West Indian manatee E (CH) , Mangrove, Seagrass, Nearshore reef Tr"ichechus inanafus Audubon 's crested cascara T Mesic temperate hammock, Mesic pine flatwoods, Hydric pine flatwoods, Dry prairie, Wet prairie Folyborbis plcancus audubonii T321d eagle T High pine, Scrubby high pine, Maritime hammock, Mesic temperate hammock, Pine rockland, Scrubby flatwoods, Mesic pine flatwoods, 1 *diaeefus Ieucoce_phalus Hydric pine flatwoods, Dry prairie, Wet prairie., Freshwater marsh, Seepage swamp, Flowing water swamp, Pond swamp, iMlangrove, Saltma.rsh, Seagrass Cape Sable seaside sparrow E (CH) Viet prairie, Freshwater marsh Arnniodivinus = Ann71OSPiz(1) 177ar "l1`tlnllS Tillr "tlbhs Everglade snail kite E {CH) Hydric pine flatwoods, Freshwater marsh, Pond swamp Postrharnus sociabilis Florida scrub-.jay T. SCrUb, Scrubby flatwoods A_pheloconm coerallescens Piping Plover T Beach dune /Coastal strand, Nearshore reef Charadrius n7elodus Red - cockaded E High pine, Mesic pine flatwoods, Hydric pine flatwoods Mcoides (_ DendrocopoS) borealis Wood story E Hydric pine flatwoods. Wet prairie, Freshwater marsh, Seepage swamp, Flowing water swamp, Pond swamp, Mangrove, Saltmarsh, lilyc er"ia ainericana Seagrass American alligator Alllbator n7lssis- l'- (O1ensis T (S /A) Hydric pine r ""1atwoods, Wet Prairie, Freshwater marsh, Seepage swamp, Pond Swamp, Mang ove, Hydric pine flatwoods, Wet prairie, Seepage swamp, flowing water swamp, Pond swamp �__rtericaa1 Crocodile fit__ E (C� Mangrove, Seagrass Crocodylus aculus :Eastern indigo T I High pine, Tropical hardwood hammock, Scrubby High pine, Beach dune/Coastal strand Maritime hammock. Mesic temperate hammock, Packet Page -3475- 9/24/2013 17.B. Drymar'chon cor -ais couperi Pine rocidand, Scrubby flatwoods, IVesic pine Hatwoods, Hydnc pine r'latwoods, Dry prairie, Cutthroat grass, Freshwater marsh, seepage swamp, Flowing water swam , Pond swamp, Mangrove Green sea turtle E Beach dune /Coastal strand, Seagrass, Nearshore reef Chelonia m alas (incl. A assizi) Loggerhead sea T Beach dune /Coastal strand, Seagrass, i ,,learshore reef Caretta caretta Packet Page -3476- 9/24/2013 17.B. ATTACHMENT 3 Phase II Envirorunental Site Assessment Packet Page -3477- JAN -11 -2005 TUE 11:33 AM DYNATCH FAX X10, 3058289598 GEOTECHNICAL ,r - ENVIRONMENTAL - HYDROGEOLOGaY ASBESTOS DYl ATF,CH ENGiNrcm iiiG CoRp. Miami, Dccember 6, 7404• Mx, Alejandro Delilno I-IGME DYNAMICS 47880 West Commercial Boulevard Tamarac, FL 33319 Pie: Doria's Landscaping c@ 14290 -14300 Collier Boulevard Collier County, FL Dear Mr. Delf:'na: 9/24/2013 17.B. TESTING LABORATORIES DRILLING SERVICES INSPECTION SERVICES ROOFING Pw-suant to your request; DYNA T ECI I E NGINEER11JG CORP., DEC, conducted a Lbiiited Please 11 Environmental Site Assessment of .lie soils ai 1d. 9 .1nd�,��rater at the above .referenced project. Based on our physical site assessment and analytical 1,Iboratory test results; it was evident that the growidwater in the tested areas have been impacted by the activities can site. Detected levels however, are belo-ui the natlum:l attenuation default source, therefore, no remediation is required at this time. Friclosccl fnd a copy of tile, monitoring well construction diagram, G.V.A. and laboratory analysis. It haS been a pleasure serving you at this pllast of yoUl' project and '''01 -- aUd- to do so in the near f mire. Sincerely yours, �U .f-� ve I lDYl'°dl TECH ENGINEERING CORP. Florida Reg. No. 39584 Special .inspector No. 757 I 754 Test 84 street, Hialeah, FL 33014 -3613 r, !'hone (305) 802c -7499 © Faat (305)1325 -x+598 Packet Page -3478- 9/24/2013 17.B. Packet Page -3479- 9/24/2013 17.6. 260* Wednesday, September 4, 2013 *NAPLES DAILY NEWS NOTICE OF INTENT TO CONSIDER ORDINANCE Notice is hereby given that on Tuesday, September 24, 2013 in the Board of County Commissioners Meeting Room, .Third Floor, Collier Government Center, 3299 Tamiami Trail East, Naples, FL, the Board of County Commissioners (BCC) will consider the enactment of a County Ordinance. The meeting will commence at 9:00 A.M. The title of the proposed Ordinance is as follows: AN ORDINANCE OF THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA, AMENDING -ORDINANCE NUMBER 2007 -55, THE BOXWOOD RPUD, BY CHANGING THE NAME OF THE RESIDENTIAL PLANNED UNIT DEVELOPMENT FROM BOXWOOD RPUD TO TUSCANY POINTE RPUD; BY REDUCING THE MAXIMUM DWELLING UNITS FROM 207 TO 120; BY ELIMINATING THE AFFORDABLE HOUSING DENSITY BONUS AND .DELETING/TERMINATING THE DENSITY BONUS AGREEMENT; BY REVISING THE DEVELOPMENT STANDARDS; BY DELETING EXHIBIT "C ", THE EXISTING MASTER PLAN, AND APPROVING A NEW MASTER PLAN; BY DELETING EXHIBIT "C -1"., ROW CROSS SECTION, AND APPROVING A NEW EXHIBIT "C -1 "; BY DELETING EXHIBIT "C -2 ", RPUD NORTH AND -EAST PROPERTY. CROSS SECTION AND ADDING A NEW EXHIBIT "C -2" ENTITLED NORTH AND EAST LANDSCAPE BUFFER PLAN; BY ADDING EXHIBIT "C -3 ", TYPICAL LOT LAYOUT; BY" REVISING THE DEVIATIONS; BY ' REVISING THE "DEVELOPER COMMITMENTS; BY DELETING EXHIBIT "G ", CONCEPTUAL TOPOGRAPHICAL CROSS SECTION, AND APPROVING A NEW EXHIBIT "G" FOR THE RPUD LOCATED EAST OF -COLLIER BOULEVARD (CR 951) AND NORTH OF VANDERBILT BEACH ROAD IN SECTION 35, TOWNSHIP 48 SOUTH, RANGE 26 EAST, COLLIER COUNTY,. FLORIDA, CONSISTING OF 30' ACRES; AND BY PROVIDING AN EFFECTIVE DATE. (PUDA- PL20130000141) A Copy of the proposed Ordinance is on file with the Clerk to the Board and is available for inspection. All interested parties are invited to attend and be heard. NOTE: All persons wishing tQ, speak on any agenda item must register with the County manager prior to presentation of the agenda item to be addressed. Individual speakers will be limited to 3 minutes on any item. The selection of an individual to speak on behalf of an organization or group is encouraged. if recognized by the Chairman, a spokesperson for a group or organization may be allotted 10 minutes to speak on an item. Persons wishing to have written or graphic materials included in the Board - agenda packets must. submit said material a minimum of 3 weeks prior to the respective public hearing. In any case, written material intended to be considered by the Board shall be submitted to the appropriate County staff a minimum of seven days Prior to the public hearing. All material used in presentations before the Board will become a permanent part of the record. Any person who decides to appeal a decision of the Board will need a record of the proceedings pertaining thereto and.therefore, may need to ensure that a verbatim record of the proceedings 'is made, which record includes the testimony and evidence upon which the appeal is based. If you are a person with a disability who needs any accommodation in order to participate in this proceeding, you are entitled, at no cost to you, to the provision of certain assistance. Please, contact the Collier County Facilities Management. Department, located at 3335 Tam,iami Trail East, Suite 101, Naples, FL, 34112 -5356, (239)252 -8380, at least two 'clays Prior to the meeting. Assisted listening devices for the hearing impaired are available in the Board of County Commissioners Office. BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA' GEORGIA A. HILLER, ESQ, CHAIRWOMAN DWIGHT E. BROCK, CLERK By: Ann le inejohn, Deputy Clerk Sentember 4. _ n Packet Page -3480- 9/24/2013 17. B. ORDINANCE NO. 13- AN ORDINANCE OF THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA AMENDING ORDINANCE NUMBER 2007 -55, THE BOXWOOD RPUD, BY CHANGING THE NAME OF THE RESIDENTIAL PLANNED UNIT DEVELOPMENT FROM BOXWOOD RPUD TO TUSCANY POINTE RPUD; BY REDUCING THE MAXIMUM DWELLING UNITS FROM 207 TO 120; BY ELIMINATING THE AFFORDABLE HOUSING DENSITY BONUS AND DELETING/TERMINATING THE DENSITY BONUS AGREEMENT; BY REVISING THE DEVELOPMENT STANDARDS; BY DELETING EXHIBIT "C ", THE EXISTING MASTER PLAN, AND APPROVING A NEW MASTER PLAN; BY DELETING EXHIBIT "C- III, ROW CROSS SECTION, AND APPROVING A NEW EXHIBIT "C- III; BY DELETING EXHIBIT "C -2 ", RPUD NORTH AND EAST PROPERTY CROSS SECTION AND ADDING A NEW EXHIBIT "C -2" ENTITLED NORTH AND EAST LANDSCAPE BUFFER PLAN; BY ADDING EXHIBIT "C -3 ", TYPICAL LOT LAYOUT; BY REVISING THE DEVIATIONS; BY REVISING THE DEVELOPER COMMITMENTS; BY DELETING EXHIBIT "G ", CONCEPTUAL TOPOGRAPHICAL CROSS SECTION, AND APPROVING A NEW EXHIBIT "G" FOR THE RPUD LOCATED EAST OF COLLIER BOULEVARD (CR 951) AND NORTH OF VANDERBILT BEACH n ROAD IN SECTION 35, TOWNSHIP 48 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA, CONSISTING OF 30± ACRES; AND BY PROVIDING AN EFFECTIVE DATE. [PUDA- PL20130000141] WHEREAS, Robert J. Mulhere, AICP of Hole Montes, Inc. representing Lynx Zuckerman at Naples LLC, petitioned the Board of County Commissioners to amend the Boxwood Residential RPUD. NOW THEREFORE, BE IT ORDAINED BY THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA that: SECTION ONE: Ordinance No. 2007 -55, the Boxwood RPUD, located in Section 3)5, Township 48 South, Range 26 East, Collier County, Florida, is hereby amended to change the name of the Residential Planned Unit Development to Tuscany Pointe RPUD in accordance with the revised Exhibits attached hereto as Exhibits "A" through "G" and incorporated by reference herein. The Tuscany Pointe RPUD Page I of 2 PUDA- PL20130000141 — Rev. 8/08!13 Packet Page -3481- 9/24/2013 17.B. appropriate zoning atlas map or maps, as described in Ordinance No. 2004 -41, as amended, the Collier County Land Development Code, is /are hereby amended accordingly. SECTION TWO: This Ordinance shall become effective upon filing with the Department of State. PASSED AND DULY ADOPTED by super- majority vote of the Board of County Commissioners of Collier County, Florida, this day of , 2013. ATTEST BOARD OF COUNTY COMMISSIONERS DWIGHT E. BROCK, CLERK COLLIER COUNTY, FLORIDA By: Deputy Clerk GEORGIA A. HILLER, ESQ. Chairwoman Approved as to form and legality: Heidi Ashton- Cicko Managing Assistant County Attorney Attachments: Exhibit A — Permitted Uses Exhibit B — Development Standards Exhibit C — Master Plan Exhibit C -1 —ROW Cross Section Exhibit C -2 — RPUD North and East Landscape Buffer Plan Exhibit C -3 — Typical Lot Layout Exhibit D — Legal Description Exhibit E — List of Requested Deviations Exhibit F — List of Developer Commitments Exhibit G — Conceptual Topographical Cross Section CP \13 -CPS - 01214 \58 Tuscany Pointe RPUD Page 2 of 2 PUDA- PL20130000141 —Rev. 8/08/13 Packet Page -3482- EXHIBIT A BOXWOOD TUSCANY POINTE RPUD ALLOWABLE USES PERMITTED USES: 9/24/2013 17.B. No building or structure, or part thereof, shall be erected, altered or used, or land used, in whole or in part, for other than the following: 1. GENERAL PERMITTED USES Certain uses shall be considered general permitted uses throughout the Be*weed Tuscan Pointe (RPUD) Residential Planned Unit Development. General permitted uses are those uses which generally serve the developer and residents of the Be�eed- Tuscany Pointe RPUD and are typically part of the common infrastructure or are considered community facilities. A. General Permitted Uses: 1. Essential services as set forth under Land Development Code. 2. Water management facilities and related structures. 3. Lakes including lakes with bulkheads or other architectural structural bank treatments. 4. Guardhouses, gatehouses, and access control structures. 5. Temporary construction, sales, and administrative offices for the developer and developer's authorized contractors and consultants, including necessary access ways, parking areas, and related uses, subject to the procedures for a temporary use permit provided in the Land Development Code. 6. Landscape features including, but not limited to, landscape buffers, berms, fences and walls. 7. Any other use, which is comparable in nature with the foregoing use, consistent with the permitted uses and purpose and intent statement of this RPUD, as determined by the Board of Zoning Appeals. 2. RESIDENTIAL SUBDISTRICT A. Principal Uses: 1. Single - family detached dwellings; 2. Single - family attached dwellings; 3. Two - family patio and zero lot line; Page 1 of 16 HA2004\2004112\WP\PUDA\Post CCPC\Tuscany Pointe RPUD PL- 2013 -0141 (5- 20- 2013).doc Packet Page -3483- 9/24/2013 17.B. 4. Townhouse CM -and ..,...,ki ""t''; 5. Any other principal use which is comparable in nature with the foregoing list of permitted principal uses, as determined by the Board of Zoning Appeals ( "BZA ") by the process outlined in the Land Development Code. B. Accessory Uses: 1. Accessory uses and structures customarily associated with principal residential uses permitted in this RPUD, including recreational facilities, such as swimming pools and clubhouse, screen enclosures, and facilities for lawn care and maintenance. The location of the recreational area is depicted on the RPUD Master Plan. 3. PRESERVE SUBDISTRICT The agricultural clearing permit issued in November 1987 for the two southern parcels required three preserve areas totaling 2.9 acres to remain in place. These preserve areas have been cleared without a permit. ,ate.a a , the �i3eAy-. In addition, the northern parcel was also cleared without a permit. The acreage of native vegetation on the 1975 aerial has approximately 5.0 acres. T ty five e "+ .25 fes) of Thus the RPUD Master Plan requires that a minimum of 4.15 acres of preserve area be recreated onsite contiguous to the existing offsite preserve on the Bucks Run PUD to the south: or relocated offsite in accordance with the criteria in the Land Development Code. The cross sections for the r-e efea�eR preserve area set fe-��o e- this ------- • --a- -• and tThe cross sections for the topographic profile ef the F eate p se • e are are set forth on eenipesite in Exhibit "G" of this Ordinance. A. Permitted Uses and Structures withui the On -Site Preserve, if applicable: 1. Passive recreation areas; 2. Water management in wetlands and water management structures; 3. Mitigation areas; Page 2 of 16 HA2004\2004112 \WP\PUDA\Post CCPC\Tuscany Pointe RPUD PL- 2013 -0141 (8- 20- 2013).doc Packet Page -3484- 9/24/2013 17.B. 4. Boardwalks and trails that do not reduce the minimum amount of required vegetation to be preserved. 4. MAXIMUM DWELLING UNITS The maximum dwelling units shall be twe h-.- &ed and seven 2 one hundred and twenty M01. 5. DEVELOPMENT STANDARDS The following table sets forth the development standards for land uses within the RPUD Residential Subdistrict. Standards not specifically set forth herein shall be those specified in applicable sections of the Land Development Code in effect as of the date of approval of the site development plan or subdivision plat. Page 3 of 16 HA2004\2004112 \WP\PUDA\Post CCPC\Tuscany Pointe RPUD PLr2013 -0141 (8- 20- 2013).doe Packet Page -3485- 9/24/2013 17.B. EXHIBIT B BOXWOOD FOR T-14E TUSCANY POINTE RPUD TABLE I RESIDENTIAL (TRACT R) DEVELOPMENT STANDARDS DEVELOPMENT SINGLE SINGLE FAMILY TWO-FAMILY, AIUL14 - CLUBHOUSE/ STANDARDS FAMILY ATTACHED & PATIO & FAAC9M RECREATION TOWNHOUSE ZERO LOT BUILDINGS LINE PRINCIPAL STRUCTURES MINIMUM LOT AREA 5500 S.F. PER 1800 4500 2108* N/A UNIT S.F. PER UNIT S.F. PER UNIT SZ .. DRUW== NIINI1vIUM LOT WIDTH laterier 50 FEET R-44e�ier-60 FE ET 30 FEET 40 FEET NA N/A MIND" FLOOR AREA 1200 S.F 1200 S.F 1200 S.F. 4000 S.F.Q.T N/A MIN. FRONT YARD 23 FEET' 23 FEET- 23 FEET 23** FEET N/A MIN. SIDE YARD 5 FEET 0 OR 5 FEET' 0 OR I2 5 ^ e- 15 PEF9 20 FEET - FEET' MIN. REAR YARD 10 FEET 10 FEET 10 FEET 40 n2T 15 FEET MIN. PRESERVE SETBACK 25 FEET 25 FEET 25 FEET 25 25 FEET MIN. DISTANCE 10 FEET Not less than 20 feet Not less than 12 less than 2-9 10 FEET BETWEEN STRUCTURES between bldgs. feet between feet between g&. bldgs. MAX. BUILDING HEIGHT - 25 FEET not to 25 FEET not to 25 FEET not to ?: -- FEET Withi 25 FEET not to NQ:; T-Q F- XGEE- 9Z0NED exceed two exceed 3 -two exceed within Ave gteries keig''' exceed wi stories hc bt stories height as two stories-heio arizenedbutnet=te two stories icriiccr•-viiciii i.-ic l:..1. C. _____d L. . a .l to n@ � feet feet t• -• ! a ^"e. (�{ � 4t • . is F°°! Etetual T -ee of 35 Fiv'at -0 c_ aetua I- Five feet 'pl.3: fike �. MAXIMUM BUILDING 35 FEET 35 FEET 35 FEET 35 FEET HEIGHT - ACTUAL ACCESSORY STRUCTURES FRONT -3— SPS 23 FEET 23 SPS 23-F F 23 SPS SIDE SPS SPS SPS SRS SPS REAR 5 FEET 5 FEET 5 FEET 5 FEET 5 FEET PRESERVE SETBACK 10 FEET 10 FEET 10 FEET i n FEET 10 FEET DISTANCE BETWEEN N/A N/A N/A NIA N/A PRINCIPAL STRUCTURE MAX, 9441=DW&HEIGHT 1 TO L' \'/"'EED SPS SPS SPS �n SPS !QT- ZONED & ACTUAL S.P.S. = Same as Principal Structures BH = Building Height Page 4 of 16 HA2004\2004112 \WPTUDATost CCPC \Tuscany Painte RPUD PL•2013 -0141 (8- 20- 2013).doc Packet Page -3486- 9/24/2013 17.B. GENERAL: Except as provided for herein, all criteria set forth below shall be understood to be in relation to individual parcel or lot boundary lines, or between structures. Condominium, and/or homeowners' association boundaries shall not be utilized for determining development standards. Footnotes: feet 1 The 23' setback shall apvly to any front entry %aiU and shall be measured fi•om the adjacent sidewalk. All other front vard setbacks shall be as .follows: Where side entry garages are provided, dw &out yafd sethaek fsay be Fedueed te 29 the driveway shall be designed in such a manner that a parked vehicle shall not conflict with the sidewalk; however. in no case shall the front setback for the side entry garage be less than 10'._ • All other portions of the principal stivcture whether desil;ued with a front entry or side entry garage shall be set back a minimtun of 2(1 feet. except -Wwhere a lot is located at the intersection of two streets, in cyhich case the front yard setback set forth herein shall only apply to the street on which the entrance is located, and the other setback adjacent to the ROW shall be a minimum of 10'. A sepamden aUbe -tea alot3g 4+te -nt r 100 HSed fOF right Of W&5', epeft SP A one t�, Feeivat-ionalb-i'd-i— A-11 I- pemiaed in this aFea at a laea : « dopieted on the RJ4;DA4irsici-.i4arr. , 5' minimum side setback for single fantily attached townhouse two- fan-ily patio and zero lot line must be accompanied by another 5' minimum side setback on adjoining lot to achieve minitnum 10' separation. Page 5 of 16 H:\2004\2004112\WP\PUDA\Post CCPC\Tuscany Pointe RPUD PL.2013 -0141 (8- 20- 2013).doe Packet Page -3487- 9/24/2013 17.B. Ple $ ,R m n a.. $ o C� LLI s za g $ v 7¢� p F. OQ�C M yMI yM. iylt 7yy� Iyy� F_ I JiDbg♦ _ _ a a LillW X ( bi ' Z i i li I Iii 1 1 I Z V W ,0 � i i I ' tY � u U ( ( i fAn. fi;� N� $ Q �a POE 11 I!8 i i Ec I «,141.1 «« 0 mo � II I( ;•� a I i � I m � ��4�� °G r �. - redo rME I W o� 11 I LU nWWU I � ----------- - ,v. � Ta3ina al I 1 ( I all s. Z Z d>. o ' Sz - - -�- -- a 3au a3sire az I z 4 HIM I I N 6336 {3{6336 ��33{{ — - --- - - - - -= E E E E E luo ao) Q •aavAMnoe aamoa �r Page 6 of 16 H:\2004\2004112 \WP\PUDA\Post CCPC\Tuscany Pointe RPUD PL- 2013 -0141 (8- 20- 2013).doc Packet Page -3488- 9/24/2013 17.B. N � H M m ,: o \� I �} N_ O Z $ N LU US w m �WH Zu CA oW L M W -Lj C3 66o s 19.8 1 Z rnZ60 .� Z a N iV 3: U 09 40 L9 �3 � b � Page 7of16 14A2004\2004112 \WP\PUDA\Post CCPC\Tuscany Pointe RPUD PL-2013 -0141 (8- 20- 2013).doc Packet Page -3489- ll*-� /0�1`. 9/24/2013 17.B. N N Q b ~ yy m � i W Q i W m 8 _ V j rS W = Qm$ ;,y-- CL mawm R J mQ� <° F—m �Uap WZ f: y� CO. ZL) Q }z0�+- yam N K n� U �-30W �W> b Cm \V O a W LL d W O ra U }W° Za I—O JoWrN aJ� LI) Off- 0500 mwa > z zdU� Wa W >Mre0 Ouz� 15 g Z W W O® g m UDZO � W �ZOLU o z w W Q� =U W Sol Fz w Mal W W OWp .n m LU U Q w J = M a z M g c n —C Z =fti-- 9 m0 w =z x Q o U) •►.� 3> W J J W.GW z� w z Q 00 W -R B. o =° °6'" z a W m 0 LI) j tDi N:,T: J W N m O Nu..Z WN- Z Z a U V Z W O t zp5W vVj LL z z N F- HL) 2 w =MW� \r �T z ; ^� aW m W Z mU °' Q o !G{ J 2 y Page 8 of 16 HA2004\2004112 \WP\PUDA\Post CCPC\Tuscany Pointe RPUD PL-2013 -0141 (8- 20- 2013).doc Packet Page -3490- 5' MIN. FOR SINGLE FAMILY DETACHEC 0' OR 5' FOR SINGLE FAMILY ATTACHED, TOWNHOUSE, TWO — FAMILY, PATIO. AND ZERO LOT LINE. 5' MIN. SIDE YARD SETBACK MUST BE ACCOMPANIED BY ANOTHER 5' MINI SETBACK ON ADJOINING LOT TO I — ACHIEVE MINIMUM 10' SEPARATION., PROPERTY LINE R.O.W. LINE PROPERTY LINE ( S' MIN. f z I � I ACCESSORY STRUCTURE C (EC. POOL) SIDEWALK ROADWAY SIDEWALK 9/24/2013 17.B. PROPERTY LINE MIN. 23' MIN. FOR FRONT —ENTRY GARAGE MAY BE REDUCED FOR SIDE ENTRY GARAGE IF DESIGNED SO THAT A PARKED VEHICLE MALL NOT ENCROACH UPON THE SIDEWALK. IN NO CASE SHALL THE FRONT SETBACK OF A SIDE ENTRY GARAGE BE LESS THAN 10'. REVISED. 6/8/13 — — — — — — REVISED: 7/19/13 REVISED: 6/21/13 REVISED: 6/10/13 NOT TO SCALE HOI E M�NTE$ �•P1�$•�',� 950 Encore Way Naples, FL. 34110 Phone: (239) 254 -2000 Florida certificate of Authorization No.1772 n/SC►4NY POINrE EXHIBIT C -3 TYPICAL LOT LAYOUT CHECKED C".H. PROJECT DRAWN BY : A.L L CAD FILE NAME: 4112LOT �� 4/13 - ITEM E EXHIBIT o-3 Page 9 of 16 HA2004\20041 12 \WP\PUDA\Post CCPC \Tuscany Pointe RPUD PL- 2013 -0141 (8- 20- 2013).doc Packet Page -3491- n EXHIBIT D TUSCANY POINTE RPUD LEGAL DESCRIPTION LEGAL DESCRIPTION 9/24/2013 17.B. The subject property being 29.69 30.46± acres is located in Section 35, Township 48 South, Range 26 East, and is more fully described as follows: 26 East, Gellier C-eunty, . Parcel 1: The South one -hall' (S %2) of the South one -half (S '.ii) of the Northwest one- quarter (NW '/4) of the Southwest one - quarter (SW ''/4) of Section 35, Township 48 South, Range 26 East, Collier County, Florida. Parcel 2: The South one -half (S %2) of the South one -half (S %Z) of the Northeast one - quarter (NE t /4) of the Southwest one - quarter (SW %4) of Section 35. Township 48 South, Ramie 26 East, Collier County, Florida. Parcel 3: The North one -half. (N %z) of the South one -half (S t /2) of the Northeast one - quarter (NE %4) of the Southwest one - quarter (SW t /4) of Section 35, Township 48 South, Range 26 East, Collier County, Florida. Page 10 of 16 H:12004\2004112\WP\PUDA\Post CCPC \Tuscany Pointe RPUD PL- 2013 -0141 (8- 20- 2013).doe Packet Page -3492- 9/24/2013 17.B EXHIBIT E FOR T41E BOXWOOD TUSCANS! POINTE RPUD LIST OF REQUESTED DEVIATIONS FROM THE LAND DEVELOPMENT CODE PRIVATE ROADWAY WIDTH 1. The private roadway shall have a minimum 42 foot right -of -way width. This is a deviation from the 60 foot right -of -way width specified in Section 6.06.01 of the Land Development Code. (Deviation 1) The justification for this deviation is that this right -of -way width can be found sufficient to accommodate travel lanes, drainage facilities, and utilities. DRAINAGE EASEMENT WIDTH 2. Deviation 2 seeks relief froin LDC Section 6.01.02.B.2, Drainage Easements, which requires that an easement shall be no less than 15 feet in width to allow for an easement that is no less than 10 feet in width for storm drainage pipes less than 24" in diameter and with an invert no more than 6 feet from finished :trade All installations will follow OSHA and ACPA Standards. Page 11 of 16 HA2G04\2004112 \WP\PUDA\Post CCPC\Tuscany Pointe RPUD PL.2013 -0141 (8- 20- 2013).doc Packet Page -3493- 9/24/2013 17.B. n EXIHBIT F FOR THE BOXWOOD TUSCANY POINTE RPUD DEVELOPER COMMITMENTS 1. TRANSPORTATION REQUIREMENTS A. All traffic control devises, signs, pavement markings and design criteria shall be in accordance with Florida Department of Transportation (FDOT) Manual of Uniform Minimum Standards (MUMS), current edition, FDOT Design Standards, current edition, and the Manual on Uniform Traffic Control Devices (MUTCD), current edition. B. If a gate is proposed at any /or all development entrance(s), the gate shall be designed so as not to cause vehicles to be backed up onto any adjacent roadway. To meet this requirement, the following shall be the minimum requirements to achieve that purpose: 1. The minimum throat depth from the nearest interconnecting roadway edge of pavement shall be no less than 100 feet to the key pad/phone box for the proposed gate. 2. A turn around area of safy nt A,idth and with ffl „, inside to radii shall be pr- �. pmpesed -ga e-shall be designed to allow vehicles to make a safe turn around in front of the key pad/Phone boy: or between the keypad /phone box and proposed ate. C. Arterial level street lighting shall be provided at all access points. Access lighting shall be in place prior to the issuance of the first certificate of occupancy (CO). D. Access Points shown on the PUD Master Plan are considered to be conceptual. Nothing depicted on any such Master Plan shall vest any right of access at any specific point along any property boundary. The number of access points constructed may be less than the number depicted on the Master Plan•, however, no additional access points shall be considered unless a PUD amendment is approved. E. Site - related improvements (as opposed to system - related improvements) necessary for safe ingress and egress to this project, as determined by County, shall not be eligible for impact fee credits. All required vehicular access improvements shall be in place and available to the public prior to commencement of on -site construction. F. Nothing in any Development Order (DO) shall vest a right of access in excess of a right - in/right -out condition at any access point. Neither shall the existence of a point of ingress, a point of egress, or a median opening, nor the lack thereof, be the basis for any future cause of action for damages against the County by the Developer, its successor in title, or assignee. Access points shall be determined at time of subdivision plat or SDP approval in accordance with the Collier County Access Management Plan Collier County reserves the right to close any median opening existing at any time which is found to be adverse to the health, safety, and welfare of the Public. Any such Page 12 of 16 HA2004\2004112 \W?\PUDA\Post CCPC\Tuscany Pointe RPUD PL- 2013 -0141 (8- 20- 2013).doc Packet Page -3494- 9/24/2013 17.B. modifications shall be based on, but not limited to, safety, operational circulation, and roadway capacity. G. If any required turn lane improvement requires the use of existing County Rights -of- Way or easement(s), then compensating Right -of -Way shall be pr�e,,ide&conveyed by owner to County at no cost to Collier County as a consequence of such improvement(s) upon final approval of the turn lane design during the first subsequent development order. The typical cross section may not differ from the existing roadway unless approved, in writing, by the Transportation Division Administrator or his designee. H. Iiy in the sole opinion of Collier County, traffic signal(s), other traffic control device, sign, pavement marking improvement within a public Right of Way or Easement, or site related improvements (as opposed to system related improvements) necessary for safe ingress and egress to this project, as determined by Collier County, is determined to be necessary, the cost of such improvement shall be the responsibility of the developer, his successors or assigns. The improvements shall be paid for or installed, at the County's discretion, prior to the appropriate corresponding CO. 11. A northbound right turn lane shall be required prior to commencement of on -site construction. No other work shall be performed within the site boundaries until all development commitments have been met with regard to improvements within the public rights -of -way. No southbound left median opening shall be allowed. KJ. If the existing access bridge over the canal is widened or otherwise modified, appropriate permits shall be obtained from the South Florida Water Management District. LK. A shared access shall be provided to the property to the north. Placement of a gate on the main access roadway into this project shall be located so as to allow sufficient shared access with the adjoining project to the north. The interconnection shall be located approximately 300 feet (to centerline) from the CR 951 right -of -way, as shown on the conceptual plans. The interconnection may be less, but shall be reviewed by Transportation Staff. The interconnection shall be no less than 200 feet from the existing CR 951 right -of -way. 2. UTILITY REQUIREMENTS A. -- -The.- pert —owner-6shffeall —+ems right easement with a dimension eF40 fiae� by 40 fee--'.- aM 6lit, and a s-s- seffleiits shall be 2n + t • a aiiiess the well sites „+� 20 " c . . t of A,ay, in whieh ease they should be 16 feet wide. The !_ eati eins ef 0 sha -e pr-epased ea Aved by the Geiii+_�', Utilities Staff and sha14 be Page 13 of 16 HA2004\20041 IMP\PUDA\Post CCPC\Tuscany Pointe RPUD PIr2013 -0141 (8- 20- 2013).doc Packet Page -3495- 9/24/2013 17.B. BA. The development shall be subject to application for and conditions associated with a water and sewer availability letter from Collier County Utilities Division. 3. WATER MANAGEMENT REQUIREMENTS The purpose of this Section is to set forth the water management commitments of the project developer. A. A berm may be shared with the property to the south, the Bucks Run MPUD, along the common property line. 54. ENVIRONMENTAL REQUIREMENTS A. A Big Cypress Fox Squirrel Management Plan shall be submitted to Environmental Services Staff for review and approval prior to site plan/construction plan approval. If protected species may be impacted, a Habitat Management Plan for those protected species, or their habitats shall be submitted to Environmental Services Staff for review and approval prior to site plan/construction plan approval. B. At the developer's discretion an offsite preserve may be utilized as an alternative to the recreated onsite preserve in an amount (of acres) and location approved by the Board of County Commissioners. A cross section of the optional onsite re- created preserve area, depicting topographic features, is attached as Exhibit G. 65. WALLS A. Exhibit C -2 depicts the proposed wall landscaping buffer treatment along the north and east property lines adjacent to Vanderbilt Country Club B. ATh-& wall or fence is to be constructed along the north and east property lines adjacent to Vanderbilt Counta Club shall be ist * d + the earliest time bl a pi -ep ratio er site teyelo f ^^ ° r- •- 1,...�.. prior to the issuance of the first builduit permit. VtFkTb C. The wall or fence along the sew north and east property lines adjacent to Vanderbilt Country Club shall be a concrete block wall, prefabricated concrete wall or a pressure treated wood fence. Page 14 of 16 H:\2004\2004112\WP\PUDA\Post CCPC\Tuscany Pointe RPUD PL- 2013 -0141 (8- 20- 2013).doc Packet Page -3496- 9/24/2013 17.B. 6. PUD MONITORING A. One entity (hereinafter the Managing Entity) shall be responsible for PUD monitoring tuitil close -out of the PUD and this entity shall also be responsible for satisfvinQ all PUD colnlnihnents until close -out of the PUD At the time of this PUD approval, the Managing- Entity is Lynx Zuckerman at Naples LLC. Should the Managing Entity desire to transfer the monitoring and commitments to a successor entity, then it must provide a copy of a legally binding document that needs to be approved for legal sufficiency by the County Attorney After such approval the Managing Entity will be released of its obligations upon written approval of the transfer by County staff, and the successor entity shall become the Managing Entity. As Owner and Developer sell off tracts the Managing Entity shall provide written notice to County that includes alt acknowledgement of the corrunitments required by the PUD by the new owner and the new owner's agreement to comply with the Commitments through the Managing Entity, but the Managing Entity shall not be relieved of its responsibility under this Section. When the PUD is closed -out then the Managing Entity is no longer responsible for the monitoring and fulfillment of PUD commitments. 7. GENERAL A. A one story recreational building with typical accessory recreational facilities shall be . permitted The location of such recreational building and facilities shall be denoted on the first subdivision plat or Site Development Plan for the project as the case may be, prior to sale of any platted lots or condonunium units. Page 15 of 16 H:\2004\2004112 \WP\PUDA\Post CCPC\Tuseany Pointe RPUD PL- 2013 -0141 (8- 20- 2013).doc Packet Page -3497- Irmlill 9/24/2013 17.B. a� m Cn - a. JNn Midowd Jwn ua3doid E ai + a O ° H V W C � Z V LL-=-T- O .� �. -- ✓ ° C 111; R Z N iS ° Z Z I - T O W R ----- �:__ =- Q ° C H Lu U lot Page 16 of 16 H:\2004\20041 l2 \WP\PUDA\Post CCPC \Tuscany Pointe RPUD PL- 2013 -0141 (8- 20- 2013).doc Packet Page -3498- t CI((i, 111 d f i 9 1 0 Packet Page -3499- 9/24/2013 W.B. 111 6 u 1 e . i ►i fit III i R o O m 1/�, 9/24/2013 17.B. This space for RESTRICTIONS ON REAL PROPERTY THIS AONENT made as of the dayof , 2007, by and between ice ales LL (the "Develo/lythe the Collier County Board of County re (the "Commission "), collect "Parties. " RECITALS; A. The Developer owns a tract real prop hereto and Incorporated herein (The "Prop ' a maximum of 207 residential units (the " acre on the Property. The gross acre of Prod affordable- workforce housing units structed by total number of residential Un approved in PKY described in Exhibit "A" attached is the Developers intent to construct at a density of 6.97 units per gross ► is 29,69 acres. The number of Dev er shalt be 20 percent of the ievelop Wt orders issued for the Property. B. In order to con uct the Units, the Developer must ob n a density bonus from the Commission f the Property as provided for In the Collier my Affordable Housing Density B s Ordinance No. 90 -89, now codified by Ordina 04-41, as Land Developm Code (LDC) § 2.06.00 et seq., which density bonus c only be granted by Commission and utilized by the Developer in accordance with strict and applicability of said provisions, The Commission is willing to grant a density bonus to the C Page 1 of 32 4/12/06 Packet Page -3500- 9/24/2013 17.B. authorizing the construction of 3,0 bonus Units on the Property, I/ftph r agree to struct Affordable- Workforce Units as specified in this Agree W, THEREFORE, In consideration of the approval an nsity bonus of units per acre requested by the Developer and onferred thereby on th roperty, and for other good and valuable considceipt and sufficiency of wh are hereby acknowledged, the Developer mission hereby covenant and ree as follows: 1. Recite herein by reference. 2. . Develoat above Recitals are true and coryAct and are Incorporated construct up to 42 units in accorda"N and as specified by the attached Appe C, which Appendices are incorporated of this Agreement, a. The following provisloull1l" Vrence hereby agrees that It shall d conditions of this Agreement ibits A, B. & C, and Appendix in and which constitute a part shall be %p licable to the affordable, workforce and gap Units; (1) Defined d terms: the event of a conflict tween terms as defined in the LDC or in Ordinance No, -89, Section 4, the definition f the LDC will control when applying or interpretin is Agreement, In addition to the defined terms and the applicability of LDC 2,00.04 "Phasing" shall mean: (a) the ased construction of buildings or stru r "es In separate and distinct stages as shown on PUD master plan, subdivision m or plan or site development plan; or (b) In developme s where phased constructio Is not depicted on a PUD master plan, subdivision mas plan or site develop nt plan, the construction of buildings or structures In a clearly d ned series of sta i and finishes that are separate and distinct within the development, (2) Median Income, For the purposes of this Agreement, the media come the area as defined by the U.S. Department of Housing and Urban Deveio ant P:1CP W In\HlatoryW70528_0001 \30A0.07 Pepe 2 of 32 Packet Page -3501- „M 9/24/2013 17.B. shall be the then current median Income for the Naples Metropolitan atistical established periodically by HUD and published In the Federal egister, as d for family size as shown on the tables attached hereto as Ap ndix A, Exhibit C, which hibit shall be adjusted fro that are auth ed by HUD or any su publish an estabi ed median incom agree to another rea able and median Income, (3) Eli tic step process: 1) submittal of an II family housing unit provided under th bonus program prior to being qualified workforce, or gap Income) in acco Owner by the Financial Administra n The Developer shall res applications, verifying inco and workforce, and gap units the subje documentation requi by this A Administration and busing Departme as an eligible 0 or family shall be s the monitorin nd enforcement progr m time to time In accordance any adjustments ccessor agency. In the ev t that HUD ceases to e as aforesaid, the P es hereto shall mutually comparable method computing adjustments In ►wne amily Income eligibility Is a three - b prospective Owner; 2) verification of ble, workforce, and gap housing density appropriate level of Income (very low, low, this Section; 3) certification of eligible and HOUSi Department. ponsible for alifying Owners by accepting obtalning Income rtification for all affordable, ct development, All a ications, forms and other greement shalt be pro ad to the Financial nt, Qualification by the Dev per of any persons ubJect to review and approval accordance with am In LDC §§ 2.06.05 and 2.06.0 respectively, ( Application, A potential owner shall apply to the deve per, owner, manage or agent to qualify as a very low, low, workforce, or gap income f Ily for the purpo of owning and occupying an affordable- workforce housing unit pursu t to the aff dable-workforce housing density bonus program. The Preliminary Applies n for ordable- workforce housing unit shall be provided to Collier County Housing nd Grants Section as shown In Appendix 8, Exhibit A, attached to this Agreement a / P: \CPWfnlFilstory\07D828 000113040.07 Page 3 of 32 Packet Page -3502- 9/24/2013 17.B. I orporated by reference herein. (b) Income Verification and Certification. No affordable - workforce sing unit in a development shall be sold whose household Income has not be verified and certif in accordance with this Agreement and LDC § 2.06,05, (c) co a arification, The Developer shall obtain wrltte eriflcation from the potential o nt (including the entire household) to verify ular sources of Income (including th ntire household). The most recent ye s federal Income tax return for the potential oc ants (Including the entire hous old) may be used for the purpose of Income verificatio attached to the affordabi rkforce housing applicant Income Verification form, inclu g a statement t release Information, occupant verification of the return, and a si ture bloc ith the date of application, The verification shall be valid for up to one dre Ighty (160) days prior to occupancy. Upon expiration of the 180 day period, the ormation may be verbally updated from the original sources for an additional 30 ys, p ed it has been documented by the person preparing the original vedficat , After thi e, a new verification form must be completed, The affordable -w force housing nt Income Verification form shall be provided to the Housl and Grants Section as s wn in Appendix B, Exhibit B, attached to this Agreeme and incorporated by reference eln. (d) Income Ce cation. Upon receipt o f the Prellml Application for an affordable- workforce using unit and Applicant Income Ver ation form, the Developer shall re ire that an Income certification form be execute the potential occupant (Inci ng the entire household) prior to occupancy of th affordable - workforce h sing unit by the occupant. Income certification shall assu that the potential cupant has an appropriate household income which qualifies the tential occup as an eligible family to occupy an affordable- workforce housing unit un the aft ble- workforce housing density bonus program, The affordable- workfo e H sing Applicant Income Certification form shall be provided by the Housing an :NCPW1nNKs1o"70529 000113040.07 Page 4 of 32 ` Packet Page -3503- FAM-10 9/24/2013 17. B. G is Section as shown in Appendix B, Exhibit C, is attached to this Agreement an Inco ted by reference herein, Random pection of files containing required documentation to verify o ancy In accordance h this Agreement and LDC § 2.06,00, may be conducted b Housing and Grants Be c upon reasonable notice. (4) Anny rogress and Ann Monft9flng Report. The Develo shall provide the Housing and Grants S on an annual progress and monitors report regarding the delivery of affordable -w orce housing units through the period of their construction and occupancy, a annual progress an onitoring report shall, at a minimum, provide any Information so 2.06.00, or subsequent amendments September 30 of each year and the ref Housing and Grants Section. Failure to /11� the Housing and Grants Section within s r insure compliance with LDC § report shall be flied on or before 9 submitted by the Developer to the and submit the monitoring report to vs from the due date shall result In a penalty of up to fifty dollars (zhexteonslon or day unles2 thirty (30) days Is requeste expiration deadline. No more than one may be (5) No written extension not to exceed e sixty (60) day submission int in a single year, vorkf unit In any building or structure on the Prope shall be occupied by the Developer, person related to or affiliated with the De oper, or by a resident manager. 3. De Bonu The Commission hereby acknow ges that the /bonus he et all required conditions to qualify for a density bonu In addition to idential density of 4.0 units per acre, ( 3.97 units per acre Is sod of the of 4.0 units per acre) and is therefore granted a density bo s of 3.0 s units per acre, for a total density (total ; density bonus units pe ore X e) of 6.97 unitstac, pursuant to LDC § 2.06.00 The Commission er he Developer may construct thereon, In the aggregate a maximum nu er / P:u:PwinuiistoM070529— ovo»wo.o7 Page 6 of 82 Packet Page -3504- 9/24/2013 17.6. of 207 units on the Property provided the Developer is able to secure building pe It(s) m Collier County. 4. Commission Agreement. During the term of this Ag ment, the Comm ion acting through the Financial Administration and Housing partment or its successor Sn ovenants and agrees to prepare and make avalla to the Developer any general an on that It possesses regarding Income It tions and restrictions which are applicabl the affordable, workforce, or gap Uni 5. V I d fo ent a. Vlolatl It shall be a vioiatio of this Agreement and LDC § 2.06.00 to self or occupy, or atte t to sell or occ , an affordable- workforce housing unit provided under the affordable - force ho ing density bonus program except as specifically permitted by the terms of th reement; or to knowingly give false or misleading Information with respect to I rmation required or requested by the Housing and Grants Section or by any her pers pursuant to the authority which Is delegated to them by LDC § 2.06 . Collier Coun r Its designee shall have full power to enforce the terms of thl greement, The metho enforcement for a breach or violation of this Agreeme shall be at the option of the ommisslon by criminal enforcement pursuant to t provisions of Section 125.69, Flora Statutes, of by civil enforcement as allowed law. b. tice of Violation for Coe Enforcement Boo Proceedings. Whenever It Ilid rmined that there Is a violation of this Agreement of LDC § 2.06.00, that s be enforced before the Code Enforcement Board, then otice of Violation sh be Issued and sent by the appropriate department by certifle etum- receipt r uested U.S. Mail, or hand - delivery to the person or developer In viol n. The Ice of Violation shall comply with the requirements for such Notices. c. Certificate of Occul2anM In the event that the Developer falls to aintain the affordable- workforce units In accordance with this Agreement or LDC § P:NCP W Vn1FNstory%070R29 _000113040.07 Page 6 of 32 Packet Page -3505- 9/24/2013 17.B. .05.00, as amended, at the option of the Commission, building permitvicertificates o ccupancy, as applicable, may be withheld for any future pirtire or otherwise app d unit located or to be located upon the Property until the ro ject Is In full complia with this Agreement and with LDC § 2.06,00, as a nded, 8, s man v C ommissloa, The Commis n may assign all or part of Its obligations un r this Agreement to any other pubs agency having jurisdiction over the Property provid at it gives the Developer t y (30) days advance written notice thereof, The Developer not assign, deleg or otherwise transfer all or part of its duties, obligations, or promis under this eement to any successor In interest to the Property without the express wri con nt of the Commission, which consent may be withheld for any reason whatsoever, ny attempt to assign the duties, obligations, or promises under this Agreement to ny s oessor In Interest to the Property without the express written consent of the mmission required by this Section shall be void ab fnldo, 7, Se I it any section, phrase, tense or portion of this Agreement Is for any reason held alid or unconstitutional by a court of competent jurisdiction, such portion shell b deemed a separate, distinct, and ependent provision, and all other provisions s II remain effective and binding on the Pa s, 8. i Any notices desired or required to be give nder this Agreement shall be in ling and shall either be personally delivered or sh be sent by mail, postage p paid, to the Parties at the following addresses: To the Commission: Colller County Housing and Granti 2800 North Horseshoe Drive Naples, Florida 34104 To the Developer: Alejandro J. DeN°Ino Home Dynamics Naples, LLC 4788 West Commercial Boulevard Tamarac, Florida 33319 P:ICPWInIH atory107o528 000113040.07 Page 7 of 32 Packet Page -3506- 9/24/2013 17.B. With copy to: Richard D. Yovanovich Goodiette, Coleman & Johnson, P. 4001 Tamiami Trall North Suite 300 Naples, Florida 34103 A Party may change the address to which notices are to ent by notifying the other rty of such new address in the manner set forth abov Q, Authority to Monitor, The Parties hereto nowledge that the Collier County Flnan I Administration and Housing Depart nt or Its designee, shall have the authority to mo or and enforce the Developer' bligations hereunder. 10. de ni . he Developer her and hold Collier County a s officers, e against any and all claims, pe les, fees, including, without limitation, re abh and judgments arising out of any aim, omission, or liability of any kind a by D out of or incidental to the pert ance of this i grees to protect, defend, Indemnify loyees, and agents harmless from and ;as, losses and expenses, professional attorney's fees and all costs of litigation ul misconduct or negligent act, error or Noper, its agents or employees, arising 11. Covenants. a Developer agrees tha shall constitute covenan , restrictions, and conditions of Its obligations hereunder Shall run with the land and shall be binding up the Property and against every p n then having any ownershi/fe interest any time and from time to time until this Agr ent is terminated In h Section 14 below. However, the Parties agree t if Developer tr veys the Property to another person or entity, Developer all have no ftion hereunder and any person seeking to enforce the terms eof shall loDeveloper's successor in interest for the performance of said oblig one, eco This Agreement shall be recorded at County's expense i e os of Collier County, Florida, Entire Agreement. The Parties hereto agree that this Agreement P.V P W I nNHlstwyA070528_0001 %3040.07 Page B of 32 Packet Page -3507- 9/24/2013 17. B. nstitutes the entire Agreement between the Parties hereto and shall Inure to an be bi ng upon their respective heirs, successors, and assigns. Termination. Each affordable, workforce, or gap housing shall be restricted remain and be maintained as the required affordable, wor rue, and gap housing as pr ed fin the LDC §2.08.04. 15. o at on This Agreement shall be modified o mended only by the written agreement of b Parties. 16. Dlscrimiinatio a. The Dev or agrees that her It nor Its agents shall discriminate against any owner or tential owner cause of said owners race, color, religion, sex, national origin, familial at s, or icap. b. When the Develope ertises, sells or maintains the affordable- workforce housing unit, It must adve a Il, and maintain the same In a non- discriminatory manner and shall ma vallable relevant Information to any person who is interested In purchasing su affordable -wo housing unit. C. The Deve er agrees to be res sible for payment of any real estate commissions and s for which It Is liable In he purchase and sale of affordable - workforce uni . e. a affordable - workforce housing units s I! be Intermixed with, and not segregate rom, the market rate dwelling units in the dev pment. f. The square footage, construction and design the affordable, workforce, a gap housing units shall be the same as market rate dw g units in the develop t. All physical amenities In the dwelling units, as described in em number seven of the Developer Application for affordable- workforce housing De ty Bonus shat be the same for market rate units and affordable- workforce uni For d elopments where construction takes place in more than one phase, all ph ical menities as described In item number seven (7) of the Developer Application r P.A CPWIMHtstory1070529_000113040.07 Page 9 of 32 Packet Page -3508- 9/24/2013 17.B. ffordable- Workforce Housing Density Bonus shall be the same In both the rket rate u and the affordable- workforce units in each phase. Units in a sub quent phase may ntain different amenities than units in a previous phase so to as the amenities for marls ate units and affordable, workforce, and gap units ar a same within each phase and p vided that in no event may a market rate unit o rdable- workforce unit In any phase c ain physical amenities less than thos escribed In the Developer Application. 17. Phasic a percentage of affordab workforce housing units to which the Developer has commi for the total dev pment shall be maintained In each phase and shall be construc as part of ach phase of the development on the Property, Developer commits to 2 roe affordable- workforce housing units for this project with 20 percent of the uni each phase built consisting of affordable - workforce units 18. DisclojyM The de loper sh not disclose to persons, other than the potential buyer or lender of particular affo able- workforce housing unit or units, which units In the developm t are designated as rdable- workforce housing units, 19. Consis a This Agreement and a orized development shall be consistent with the t3 wth Management Plan and la development regulations of Collier County that a In effect at the time of development. bsequently adopted laws and policies sha apply to this Agreement and to the deveio ent to the extent that they are not I onflict with the number, type of affordable -workf a housing units and the amoun of affordable- workforce housing density bonus proved for the This greement is a distinct and separate agreement from "development a eements" a efined by Section 163.3220, Fla. Stat., as amended, 21. Ereapplication. Developer has executed and submitted t the Pt1cPW1nV- btory1070528 „000113040.07 Page 10 of 32 Packet Page -3509- W 9/24/2013 17.B Development Services Department the Developer Application for Affordable -Wo rce U Density Bonus, a copy of which Is attached to this Agreement as A ndix C an corporated by reference herein. Govgmina Law. This Agreement shall be govemed by d construed In accordan ith the laws of the State of Florida, 23. Assurances, The Parties hereto shat xecute and deliver, in recordable form ecessary, any and all documents, ificates, instruments, and agreements which m be reasonably required in o to effectuate the Intent of the Agreement. Such doc ants shall Include b not be limited to any document requested by the Develo to exhibit th this Agreement has terminated in accordance with the provisions aragrap 4 above, IN WITNESS WHEREOF, th ies hereto have caused this Agreement to be executed as of thslay and year firs a written. ATTEST: BO D OF COUNTY COMMISSIONERS DWIGHT E. ARQ0K, Cleric CO LL R COUNTY, FLORIDA attar s co t tis trim" By: J6f4ESt. COLETTA, CHAIRMAN Approved a o form and legal sufficiency; MO V0. Student - Stirling Asotant County Attomey P:\CPWln\Hislory\070529_0001\3040.07 Page 11 of 32 Packet Page -3510- 9/24/2013 17.B. DEVELOPER; Home Dynamics of Naples C 4788 West pi1A11 Tamarec, Mo rffl'Writ" 3 DAVID A Witness By: Printed Name Title:- s Bye.`// Med Name Hl� TI :co�sc� Mcic�nnQf STATE OF FLORIDA ) COUNTY OF COLLIER ) The foregoing Agreement orizing Affordable, Wo rce, and Gap Housing Density Bonus And Imposing ants And Restrictions On R Property was acknowledged before me by as ho is _personally nown rto rr or has produced as Identification. -- 1 1MMS m and official ual this j_ day of Notary so _ ... .. ii >fi WOOMMMMM My mmiasion Expires: C�2 EXHIBIT A HDrkcUwrs:dyabrodNMo:DM MV *MW=Oft User 00:861Ad AasohMSAWRIEMSED AFFOMMOLE HOU$1?4 AOREBMHNi 070lSO4(16) GtEAN.doo Pape 12 of 31 Packet Page -3511- 9/24/2013 17.B. xlt LEGAL DESCRIPTION The subj property being 28.691 acres fs locat/soutst 35 ownship 48 South, Ran 26 East, and Is more fully described The north Y2 of south of the northeast'/. of st'/ of Section 35; plus the south % the south Yt of the no rthwestthwest 1/4, less the west 100 feet and a south % of the south rtheast % of the southwest'/, of Seotio 35, Township 48 South, st, Colder County, Florida. P;1CPW InlHlstory%070528_000i13040.07 Page 13 of 32 Packet Page -3512- 9/24/2013 17. B. APPENDIX NDIX A, EXH_ IS B AFFORDABLE WORKFORCE HOUSING DENSITY BONUS RATING SYSTEM L § 2.06.03, provides for calculation of a density bo for developers pledging to nstruct affordable- workforce units within their dove meat, Included In this Exhibit re In for and the tables with which calculate the density bonus for a pa ular project. Exhibit C contains the cur t median income end acceptable rents very low, low, workforce, and gap I me households In Collier County. The affordable -wor e determine the amount of the be granted for a development affordable, workforce, and gap h workforce housing density bonus shall be reviewed and updated if Commissioners or its designee. housing density b s rating system shall be used to ordable- workfo ousing density bonuses which may sad on hou d Income level and percentage of o g units I e development. To use the affordable - ra sys , Table A, below, shall be used. Table A nece on an annual basis by the Board of County First, choose the household I me lev very low, low, workforce, or gap) of the affordable- workforce housing unit proposed in a development, as shown in Table A. Next, determine the percent of type of affordab workforce housing unit(s) proposed In the development compared the total number Nelling units In the development. From this determination, T le A will Indicate thum number of residential dwelling units per gross ac that maybe added to thensity, /no hese addition residential dwelling units per gros acre are the maximum able- workforce using density bonus (AWHOB) avaUa to that development. pments wit percentages of affordable - workforce hous units which fall in en the pe ntages shown on Table A shall receive an ordable- workforce g density onus equal the lower of the two percentages It lies een plus 1110th sidents dwelling unit per gross acre for each additional percent a of affordable - rce h sing rental units In the development. For example, a day pment which % Its total residential dwelling units as affordable-workforce hous units, and h an affordable housing density bonus rating of "four" will receive a ffordable- a housing density bonus (AWHDB) of 4.4 residential dwelling units r gross r the development. In no event shall the affordable- workforce housing density bonus exceed eig (8) ng units per gross acre. P,1CP W I n1H IatorAO70B29L000119 W 0.D 7 Page 14 of 32 Packet Page -3513- APPENDIX A. gXHISIT B &FFORDABLE- WORKFORCE HOUSING DENSITY BONIJS RATING SYSTEM Summary Table (1) Base density 6 units per acre. (2) Gross acreage 29, (3) Density Bonus= 3.0 ng units per acre culated as follows: One density bonus Its per acre 10% of the units being sold to individuals or illes as g between 81 % and 150% of the MI and two nsity nus units per acre for 10% of the units being so o divlduals or families eaming between 61% and 60% of I, (4) The total number of units Is 20 f wh 21 units will be being sold to individuals or famiii earning b een 81 %and 150% of the MI and 21 units I be sold to in Iduals or families earning between 6 o and 80% of the , The total number of affordable uni or both GAP and Wo force housing Is 42 units or 20 of the total number of un . P:\CPW IntHlstMry 070529_000113040.07 Page 15 of 32 Packet Page -3514- 9/24/2013 17.B. 9/24/2013 17.B. APPENDIX A. EXHIBIT B AFFORDML.E WORKFORCE HOUSING DENSITY BONUS RATING SYSTEM Please c ulate your density bonus In the apace provid below. Attach additional lies If necessary. MAXIMUM ALLOW ALE DENSITY BONUS BY P CENT OF DEVELOPMENT DESIGNATEDN AFFORDABLE-WO44KFORCE HOUSING Household Product Income 10% 20% % 40% /Ml 60% 70% 80° /v 90% 100% o (/o median) 81- 150% Gap M*** 1 2 3 5 6 6 6 6 n/a d 61 -80% Workforce MI+ 2 3 8 8 8 8 8 8 51 -60% Low MI 3 6 8 8 8 8 8 8 50% Very Low or less 5 7 8 8 8 8 8 8 8 MI •owner- occuplect on * *May only be use conjunction with at least 10% Total Maximum lowabie Density - Base Density + Density Bonu In no event all the. maximum gross density allowec P:1GPWln%HbloryWO528 000113040.07 Page 10 of 32 Packet Page -3515- n APPENDIX A, EXHIBIT C Pursu Chapter 74, Section 74-402 (ax1); Collier County Code of Ordinan , moderate Income Is 61% to 80% of the medlan income, to 60% of median Income and very low income Is less than 50% Income. MEDIAN INCOME 2005 $63,300 Naples, MSA (Collier Cou UMBER OF MEMBERS IN F LY 9/24/2013 17.B. come Is 51% median 1 3 3 4 6 7 3 150% 73,350 83,700 9V00 104,70 j113,10 121,50 129,90 138,15 80% 39,100 44,650 50, 55,850 0,300 64,750 69,250 73,700 60% 29,340 33,480 37,68 41,88 45,240 48,600 51,960 55,260 50% 24,450 27,900 31,400 34, 37,700 40,500 43,300 46,050 35% 17,116 19,530 21,980 30 26,390 28,350 30,310 32,235 25% 12,225 13,950 • 15,700 50 18,850 20,250 21,650 23,026 RECOMMENDED RENT *L RATES The Florida Housing Finance orporation (FHFC) cal ates rents to use In the State Apartment Incentive Loan (JAIL) and the Low - Income tai Housing Tax Credit (LIHTC) programs. The r s given below are based on 1 data from FHFC. Utility costs are pro vided from a County's Section 8 Rental Ass i \nce rogram which Is administered by the C er County Housing Authority, H SING COSTS BASED ON 30% FAMIME P:1cPWIn%HWimy%07002e 000119040,07 Page 17 of $2 Packet Page -3516- O DOOM NIT TWO BEDROOM UNIT THREE BEDROOM UNIT F kR BE OOM UN 150% Z $1,961 $2,355 $2,720 $3,034 80% 1046 $1,256 $1451 $1618 60° $785 942 1 089 $1,215 W/o $654 785 907 $1012 458 549 635 $708 5% $327 $392 53 $506 P:1cPWIn%HWimy%07002e 000119040,07 Page 17 of $2 Packet Page -3516- 9/24/2013 17.B. Packet Page -3517- 9/24/2013 173. APPENDIX % EXHIBIT A ARY APPLICATION FOR AFFORDABLE - WORKFORCE HOUS UNIT Date Oteupancy Desired: Date of Application: Amt. Of Sec eposit: Your N Rac"ational Origin: Handica os _ No- Co-Tenant N o Raco Nstional Origin: Hand" p: Yes _ No Present Address: trect City Stale ^ip Telephone No. Name of Landlord Landlord's Address: Street City If you have resided at your present Street City Name of Previous Landlord at this Address: Zip elephone No. less than ears, please state previous address: Zip Telephone No. Street City State Zip Telephone No, APPLICANT: Presont Employers Name Address and Telephone How long with Pros mpioyer: Job Title Gross Salary: Ho y $ Weekly $ Every 2 Weeks $ onthly $ Social Securi ty ber Birth Date Previous E oyers Name Address d Telephone No, How I g with Previous Employer Job Title C ENANT; sent Employers Name Address and Telephone No, How long with Present Employer: Job Title P;1 CPWln \Hlstory1070829_000113040,07 M Pegs 19 of 32 Packet Page -3518- Salary: Hourly $ Weekly $ Every 2 Weeks $ Monthly ,`Security Number Birth Date 'Aumployers Name Address NTelcphone No, How lonous Employer Job Title NAMES OF ALL WH , &L OCCUPY APARTMRN $IRTH DAT>Z �$ l . 3. 1. Name: a,-2. Name: _ Known: - �2� -- How Long Known: How Long P:\CPWin"eUgy\070520 000113040.07 Pepe 20 of 32 Packet Page -3519- 9/24/2013 17.B. n 9/24/2013 17.B. APP)ll'PIX Bt EXHIBIT B AFFORDABLE - WORKFORCE HOUSING APPLICANT INCOME VERIFICA Appli nt'a Name: Social Security Number Co -Tens 's Name: ; Social Security Number. Present I hereby make catio I hereby declare and c I am aware that to leavo stocks, bonds, real prof Knowingly falsifjying inf City State for a single family unit at — 14 of my sources of income, t, omit or fail to report my i rent, sale or ownership maNe on this form is cause, Zip Z Telephone No. V or forms of income from pensions, ra fraudulent act punishable by law. refusal of occupancy. I hereby certify that this will be i!y permanctsidmee and that I have no other assisted housing. I understand that this information is for o purpose of computing my annual income to determine my qualification to buy an a a workforce, or gap housing unit. I understand that I am not required tp surrender owners ' or rights or claimed property, pensions or capital gains, ate. P : %CPWIn1H stoW70b28_000S130M.07 Pape 21 of 32 Packet Page -3520- A an Co- Occouaut Amount F cney Amount Frequency Received of Pa Received of Pay Wages/Salary $ $ $ $ Bonuses $ $ $ $ Tips $ $ $ Commissions $ $ $ Interest Income $ $ $ $ Trust Fund in e $ $ $ $ Unemploym $ $ $ $ Work nan' ompensation $ $ $ Welfare $ $ $ Food S ps $ $ $ $ Soci ecurity $T $ $ $ So Security Disability $ $ $ $ S plemental SSI $ $ $ $ amily Assistance $ $ $ $ Child Support $ $ $ $'—' Veterans Benefits $ $ $ $ P : %CPWIn1H stoW70b28_000S130M.07 Pape 21 of 32 Packet Page -3520- Wi ws Benefits S $ S Union onsion $ S S Self•Ema yment Business, Silent P , etc. $ S $ Private Isisu a Pension TOTAL ANNUAL COME $ TIME VERMCATION REQUESTED MAY TAKE THE YEAR'S INCOME TAX TURN FOR EACH OCCUPANT OCCUPY THE AFFORDABL WORKFORCE, OR GAP UNIT. THE SAME MUST BE EXEC FOR EACH OCCCUP CONTRIBUTED TO THE ANNU OUSBHOLD W SOURCES OF HOUSEHOLD INCO L RESULT ISf IN AFFORDABLE, WORKFORCE, OR GASVHOUSING P: ICPWIn \MhtOW70528_000i139040.07 Page 22 of 32 Packet Page -3521- 9/24/2013 17. B. S THE MOST RECENT > FILED AND WILL OF THE HOUSEHOLD WHO FAILURE TO REPORT ALL kLMCATION FOR TENANCY n W 9/24/2013 17.B. APPENDIX & EXHIBIT C AFFORDABL &WORKFORCE HOUSING APPLICANT INCOME CERT C ON AP CANT: Present E oyer; Job Title: Address: Street City State Zip it hereby authoriz/thecast; of information requested (Applic t) on this certification form. STATE OF FLORIDA ) ) ss COUNTY OF COLLIER) The foregoing was acknow Who is personally known to me or identification, Witness my hand and o (notary seal) My Commission P:%CPVAn\Kokw 1070529_0 0 01 13 0 4 0.07 Signature of Applicant by as seal this dkof , 2007, Page 23 of 32 Packet Page -3522- Notary Public \Amountof RTIFICATION Annual Income or Rate or Pay: $ s Worked (Weekly): Frequency of Pay; am, Tips, or other Compensation Recei ved: $ STATE OF FLORIDA ) ) ss COUNTY OF COLLIER) The foregoing was acknowledged ore me Who is personally known to me or rod identification. Annually as 9/24/2013 17.B. Witness my hand an/dt�h day of , 2007. (notary seal) Notary Public My Commission Expires: THE CERTIFICATION HERE KE THE FORM THE MOST RECENT YEAR 'S INCOME TAX RETURN FOWHO HAS AND WILL OCCUPY THE AFFORDABLE- WORKFORCE P,%CPWtn%MstoryW70528 0001 8040.07 Page 24 of 32 Packet Page -3523- 111� APPENDIX C HOUSING DENSITY BONUS I.DC § 2.06.01 please complete this form and submit to the Community Development & Environmental Horseshoe Drive, aples, Florida 34104. A copy must also b o' Housing and Grants \,69acru All items requested 1. Please state zoning tl acreage of each; P 2. Has an application for rezoning 1 and gap housing Density bonus? X _ Yes No If ye s, state date of application Filed i ' 9/24/2013 17.B. th any accompanying Division, 2800 North to the Collier County are proposed Vthe applicant, if any, on the property and the i n c onjunction with the affordable, workforcc request has been approved, state th dinance number 3. Gross density of the pro ed development. §M \81DUght Gross acreage of the posed dcvelopment, ?sQ, 4. Are affordable -w forgo housing density bonus co>Zjunetiou with an application for a plan unit development (PUD)? _ X Yea If yes, please state a and location of the PUD and any other identifying 5, a of applicant ,fome D}mgt�{tics N@RIg8, LLC Name of land developer if not the same as Applicant; P, %CPWIn1Hlstory1070e29 000113040.07 Page 25 of 32 Packet Page -3524- and if the The 9/24/2013 17.B. P :ICPWIMHstoryW70528„0001\3040,07 Pepe 26 0132 Packet Page -3525- I Total Number of Units in Dovelopment Owner ent 00292i One BedroonN Two Bedroom Three Bedroom Other Bedroom TOTAL TABLE lI GAP INCOME B1 -150% MI Efficiency I Bedroom 2 Bedroom 3 Bodrohn 'AL Total Number Affordablo -W force Units in DoveloDmd P: %CPMnWkrory%070529 DDDI%3040.07 • 7 .:- Proposed Use for Density Bonus Units Owner ie 10% of approved do X if base density is exceeded 10% of j=Rycd dgnsity All (if base density is exceeded) Page 27 of 32 Packet Page -3526- 9/24/2013 17.B. 9/24/2013 17.B. W�KFORCE INCOME 61- o MI 1 Bed 2 Bedroom I0% of aonroved density (if base density is exceeded) 3 Bedroom Other TOTAL ofagRrovod All (t use density is ex ded) LAW INCOME 51-60% MI Efficiency 1 Bedroom 2 Bedroom 3 Bedroom Other TOTAL _0 VERY LOW INCOM 50% OR LESS MI Efficiency I Bedr 2 8 room edroom Other TOTAL, 0 0 P,,W Pw I n W Is taryk07 D52s_o00113040.07 . Pape 26 of 32 Packet Page -3527- 9/24/2013 17. B. 7, loess provide a physical description of the affordablaworkforce units by type unit (vary low in e, tow income, workforce income, gap income) and by number of rooms, Include in your ption, for example, the square footage of e/type , floor coverings used throughout unit (carpeting, tile, vinyl flooring); windoppliances provided such as washer /dryer, 'shwasher, stove, refrigerator; bathroom as ceiling exhaust fans; and any other amenit as applicable, Attach additional p "D" if needed. All homes in the BoxwoodXUD, including the homes erved for affordable- workforce income purchasers, will shar any common faatu OUTSIDE Mediterranean S -Style cement tile roof Brick paver driveway, walkway, poro pats Covered entry Covered patio Professionally landscaped, y sodded homesito Stucco exterior with skip we] finish & decorative bands Now hurrieano code c struetion Built to now Florl wilding codes Hurricane shutt on all exterior windows & sliding glass doors Raised pane feel garage door, pro -wired for door opener Coach li at garage aluminum window frames with screens 7 aw anet entry door stucco soffits Weatherproof GPI electrical outlets Two hose bibbs P: \CPWInWlstory1070528 000113040.07 Page 28 of 32 Packet Page -3528- 9/24/2013 17.B. Ten year structural warranty to frosted foundation Stec fomed concrete foundation INSIDE 13" X 13" Ceramic flooring in kitchen, baths & foyer in choice of rs Upgraded stain - resistant ing in choice of colors Upgrade 7/16" 6 lb. density ding High - efficiency central air condi ing & heating system w' programmable thermostat Air conditioned laundry area with ea ie flooring & onient vinyl shelving Full size washer & dryer 40 gallon double element, quick recovery, on ieiont water heater Front door chime Two Panel with inset arch interior doors upgrad thumb - -latch handle set at entry door. Raised panel bi -fold doors on closets Walk -in closets in all master bcdro s with A/C vents Ventilated shelving in all close Energy- ofiicient R -19 ceilin sulation Colonial baseboards thro out Smoke detectors Marble window oil All bedrooms ving room pro -wired for cable All bedroo iving room & kitchen pro-wired for telephone Pre -wire or ceiling fans in all bedrooms & living room Pape 30 of 32 Packet Page -3529- 18 cubic foot frost free refrigerator equipped with ioemsker " self cleaning oven range with four burners Buil microwave with hood light Multi -cy dishwasher Choice of w e or bisque appliances Stainless steel ble basin kitchen sink Food waste dispos European -style upper owor Pantry for added storage Breakfast area in selected mo 13" x 13" ceramic tile flooring BATH Shower stall with clear glass Decorator faucets in all baths Elongated commode in all b 13" x 13" ceramic file fl cabinetry with easy -asro m,A counter tops in m%ter bath 6" x 6" ceramic file o ells in the wet areas Medicine cabinet' master baths 42" high mirro in all baths Decorator li ting Mica v with drop -in porcelain sinks in baths ;ripzne s m ay vary depending on home selection. Builder reserves the right t ubstituto ont, materials and appliances, Features, specifications, dimensions, deli s and prices subject to change without prior notice, Pape 31 of 32 Packet Page -3530- 9/24/2013 17.B. 9/24/2013 17. B. homes reserved for affordable- workforce housing purchasers will be two and nom, two bath units in multi - family buildings. Each home will be owned by All of the wood homes will have periodic exterior painting provid V or by the Boxwood Community A ciation. The monthly homeowner's fee /and the cost of basic cable television s e, common areas and a community pool area, where residents and guests m m or just relax. The monthlet been finally detennined, but is snticipat to be approximately $180 8. Please supply any other informati Vwhichwould onably be needed to address this request for an affordable, workforce, and gaus for this development. Attach additional pages if needed. P:1CPW in�HlstoM070528_0001�3040.07 Page 32 of 32 Packet Page -3531-