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06-14-2016 - Dale Evans - 2360 S Glencoe RoadTRC/Pre-Application Sign In Property Location: 2360 S. Glencoe Road (7336-00-00-0140): 7336-00-00-0020; 7336-00-00- 0030:7336-01-00-0020 Property Owner/Applicant/Developer: Dale Evans Project Type: Residential Subdivision Meeting Date/Time: 06-14-2016/2:00 PM Pre -App ® TRC ❑ gill 111111- S r � M io l_■ / cI-W�Wl 7010, I �Wi �' aYn I 1 ii, 41 4' I. it .. VP Ira p 41W ' fa 93 _4 t. Si'.Q9 u`Lf.J tI ' lc.^.:31Y1£9OX.^3.'t93YN :+wl "211 W TJ'+R:ri S'.Ia vY HIKI 3&1 Iia CM().i3:.v* Twk INc8Y3..Wq IYi F."•11tl°1owlfi3' t'3}ry $ J I •" u, i N:i4K:'i r"t+r r + a .: yy u1 T. ... SZTZ-56Z-98£ SNVA9 QIAdd wp g.� n &` 13 Y r..ry,WN APS': - FMAR MILE-IYiAl e-�ACueut A LANE WATUVOW RVAINS WTU Rkd 45, P" tttaW LQI rm i w : tKe ^IF- OttikeTATE3 z.t m . wa vt —;7 .P: � erx>xc�cu• , � a ILS � tie I [^*fir.. S ts= d:g C LQI rm i w : tKe ^IF- OttikeTATE3 z.t m . wa vt —;7 .P: � erx>xc�cu• , � a ILS � tie I [^*fir.. lip 1y r1t;M(1'F 1 'n. IIA `u 1 4' .. Hk a SSOND 1 , M� s .s .NaNT'rHitiiF 9gn.t..N A+�f�>`t�.'•:§'+ r, .W!ry-uCt"t':'?:ii-'t�i t%�!�: zxr z lip 1y r1t;M(1'F 1 'n. IIA `u 1 4' Volusia County FLORIDA Growth & Resource Management Land Development Office June 6. 2016 Mr. David Evans 688 Ferncliff Drive Port Orange, Florida 32127 Re: Staff Review Meeting Cross Lake PUD 2016 -S -TRS -0137, RSN 843787 Dear Mr. Evans: RECEIVED JUN 0 9 2016 DEVELOPMENT SERVICES It was a pleasure meeting with you at the June 1, 2016, staff review meeting to discuss the above - referenced project. If you choose to begin the development approval process, the next step is to submit a Rezoning application to the Current Planning office. Please contact the Current Planning office at (386) 736- 5959 to obtain the review fee and to schedule a pre application meeting. As mentioned at the meeting, staff suggests you have the wetlands delineated by FDEP prior to submission of an application. The following is a summary of the items discussed at the meeting. You may contact any staff member directly to further discuss your project at the telephone number on the attached list. Parcel Nos.: 7336-00-00-0020, 7336-00-00-0030, 7336-00-00-0140, 7336-01-00-0020 Description: Proposed two -phased 39 -lot residential subdivision of a 60 -acre site. The property is located on the east side of S. Glencoe Road, approximately 1,650 feet north of its intersection with Taylor road, in the New Smyrna Beach area. Discussion: 1. At the meeting you explained the phasing concept plan which included home sites for family members. 2. The county's future land use requires utility connection to the City of Edgewater facilities. Please contact the City of Edgewater Utility's Department at 386-424-2476, for additional information. 3. Due to the extensive wetlands, a site re -design may be required in order to avoid and/or minimize impacts to the wetlands, along with accommodating the maximum number of units based on the reduced density allowed for the wetland areas. Staff suggests you coordinate with an environmental biologist who can verify the wetlands, based upon the required delineation by FDEP. 123 West Indiana Avenue, Room 202 o DeLand, FL 32720 Phone: (386)736-5942 www.yolusla.Org Mr. Evans Cross Lake PUD 2016 -S -TRS -0137 June 6, 2016 Page 2 The items listed above were the result of an exchange of ideas. As such, they should not be construed as the official position of the county in light of the fact that no official application has been submitted for review. Further, any opinions expressed during the meeting may be modified during the review of an actual application. Please feel free to contact the Land Development office if you have any questions. The project name and number should be referenced on all inquiries. Sincerely, ,John G. Thomson, AICP Land Development Manager JThomson an,V0lusia.org JGT/sl Enclosures: Staff Member Listing Staff Review Comments c: Shelburne Limestone Corp., P.O. Box 359, Essex Junction, VT 05453 ./ Darren Lear, Planning Director, City of Edgewater, P.O. Box 100, Edgewater FL 32132 City of Edgewater Utilities, P.O. Box 100, Edgewater, FL 32132 123 West Indiana Avenue, Room 202 • DeLand, FL 32720 Phone: (386) 736-5942 www.volusia.oea STAFF REVIEW MEMBER LISTING NAME ACTIVITY REVIEW AREA PHONE MIKE CAMPBELL BUILDING CODE BUILDING CODE ADMINISTRATION 626-6591 x15347 COMMERCIAL PLANS EXAMINER ADMINISTRATION mcamobellftolusia.org SUSAN A. JACKSON, AICP COMPREHENSIVE COMPREHENSIVE/LONG RANGE 736-5959 x12010 SENIOR PLANNING MANAGER PLANNING PLANNING siackson(ftolusia.om SCOTT ASHLEY AICP SENIOR ZONING MANAGER CURRENT PLANNING CURRENT PLANNING/ZONING 736-5959 x12014 sashleykitvolusia.org DANALEE PETYK CURRENT PLANNING CURRENT PLANNING/ZONING 736-5959 x129443 PLANNER II doetvkC-volusla.ora CHRISTIAN NAGLE, AICP CURRENT PLANNING CURRENT PLANNING/ZONING 736-5959 x12028 PLANNER II cnagieanvolusia.org JOE SPILLER DEVELOPMENT STORMWATER/SITE DESIGN 736-5926 x12466 CIVIL ENGINEER II ENGINEERING lsoillerftolusla.ora GINGER ADAIR COUNTY FORESTER ENVIRONMENTAL TREE REMOVAL & REPLACEMENT 736-5927 x12509 WETLANDS gadairfawolusia.gm DANIELLE DANGLEMAN ENVIRONMENTAL TREE REMOVAL & REPLACEMENT 736-5927 x12734 ENVIRONMENTAL SPECIALIST III WETLANDS, PROTECTED SPECIES ddenglemon(awolusla.om TOM CAREY ACTIVITY PROGRAM MANAGER ENVIRONMENTAL SOILS 736-5927 x12073 tcatrey@voiusia.org MICHAEL GARRETT FIRE SERVICES FIRE SAFETY maarrett3nacfl.rr.com FIRE INSPECTOR LAURA KRAMER FLORIDA DEPT OF STATE — WELL & SEPTIC 822-6242 SEPTIC PROGRAM COORDINATOR HEALTH, VOLUSIA Lsura.Kramg@flhealth.aov JOHN STOCKHAM, ASLA, CFM PLANNING & PROJECT LIAISON 736-5959 x12617 OMBUDSMAN DEVELOPMENT SVCS jstockhan0votusia.0m BILL GREENING PUBLIC WORKS PW — MOSQUITO CONTROL 424-2920 ENVIRONMENTAL SPECIALIST II wgreening0votusia.org TOM MORRISSEY PUBLIC WORKS PW — ROAD & BRIDGE/DRAINAGE 736-5341 CIVIL ENGINEER III TASK TEAM tmonissey0volusis.om SCOTT MARTIN, PE PUBLIC WORKS PW — ROAD IMPACT 736-5967 x12287 ENGINEERING SECTION MANAGER smarUnCaZvolusia.org BOB LOVELESS PUBLIC WORKS PW — NPDES REVIEW 736-5926 x12587 SENIOR ENGINEERING INSPECTOR doveless0 olusia.ora DAN NIMLOS SENIOR ENGINEERING INSPECTOR PUBLIC WORKS PW - NPDES REVIEW 736-5926 x15967 dnimlos volusia.o ERIC KOZIELSKI PLANNING & GIS SPECIALIST SCHOOL BOARD SCHOOLS 947-8786 x50815 eakoziel volusia.k12.fl.us REGINA MONTGOMERY RECYCLING COORDINATOR SOLID WASTE SOLID WASTE 943-4905 rm n ome volusia.o MARK MCCLAIN ENGINEERING ASSISTANT Il SURVEY SURVEY 736-5967 x12413 rnmdaln0voluslat.org STEPHANIE MCCLAIN TRAFFIC TRAFFIC ENGINEERING 736-5968 x12176 ENGINEERING ASSISTANT ENGINEERING smdaln(avolusia.ora MELISSA WINSETT TRAFFIC TRAFFIC ENGINEERING 736-5968 x12322 TRANSPORTATION PLANNER ENGINEERING mwinsettCDvolusia.org SCOTT MAYS, PE UTILITIES COUNTY - WATER & SEWER 943-7027 x12076ay CIVIL ENGINEER III smOVolusia.0m YOU MAY CONTACT LAND DEVELOPMENT (386) 736-5942 OR CALL ANY STAFF MEMBER DIRECTLY G:1L01DRC%SCHE0ULE120181Staff Member Usti 0016 Staff Review Member Listing.doc STAFF REVIEW COMMENTS Meeting Date: June 1, 2016 Cross Lake PUD 2016 -S -TRS -0137, RSN 843787 CURRENT PLANNING Danalee Petyk, Planner II Cross Lake PUD May 25, 2016 2016 -S -TRS -0137 Staff has reviewed the requested application and provides the following comments: 1. The project area has the Transitional Agriculture (A-3) with a Future Land Use Map designation of Low Impact Urban (LIU). The proposed subdivision requires a minimum lot size of one acre. 2. Rezoning to PUD would not be necessary if the proposed subdivision meets the dimensional requirements of the A-3 zoning classification and the LIU comprehensive plan requirements. 3. The A-3 zoning classification requires a minimum of one acre lots with a minimum width of 150 feet. The setbacks are 40 feet front yard, 40 feet rear yard, 25 feet rear yard, and 40 feet waterfront yard. 4. For the LIU future land use, the gross residential density is one (1) dwelling unit per acre. The gross residential density for wetlands is one (1) dwelling unit per 10 acres. 5. The site must be serviced by central utilities at the time of application for development approval. Contact local utilities for location or extensions into the proposed development. 6. At least twenty percent (20%) of the total development site must be set aside for the preservation of upland habitat. 7. Additional comments may be submitted based on a review of a future plan. DEVELOPMENT ENGINEERING Joe Spiller, Civil Engineer II May 25, 2016 Cross Lake PUD 2016 -S -TRS -0137 Staff has reviewed the requested application and provides the following comments: 1. Pursuant to Section 72-777(a), of Article I I I Land Development, Chapter 72 Code of Ordinances (LDC), the proposed subdivision shall require a stormwater management permit. 2. Pursuant to Section 72-691 of the LDC, a Use Permit is required for the work proposed within the County right-of-way. 3. Review of Performance and Design Standards cannot be provided at this time. Additional comments may be required once a more detailed plan has been provided for review. ENVIRONMENTAL PERMITTING Danielle Dangleman, Environmental Specialist III May 23, 2016 Cross Lake PUD 2016 -S -TRS -0137 Staff has reviewed the requested application and provides the following comments: 1. Pursuant to Section 72-837 of the LDC, fifteen (15) percent of the total site shall be designated for the protection of existing trees. The tree preservation areas must be clearly labeled on the plans and/or plat and must be encumbered by legally recorded tree preservation easements. The developer may contact the County Forester at 386-736-5927 for standard easement language. 2. The project must comply with County specimen tree preservation requirements, pursuant to Section 72-843 of the LDC. Specimen trees shall only be removed or relocated in accordance with a permit issued by the County Forester. 3. A tree survey will be required for all trees at least 6 inches in diameter at breast height with specimen and historic trees noted. The tree survey must identify pine and hardwood trees by specific species. 2 4. A tree removal permit and replacement is required for trees proposed for removal or for encroachment into tree drip lines (approximated as one foot of radius per inch of tree diameter). 5. Tree removal and replacement calculations must be submitted for all trees at least 6 inches in diameter at breast height removed from the retention and other common areas, plus any specimen trees removed from the roadways. Existing trees between 2 inches and 6 inches may count toward replacement. 6. Pursuant Section 72-838 of the LDC, each lot will be required to meet the minimum tree coverage standard of one tree per 2,500 square feet of lot area (rounded up to the nearest whole tree). 7. Tree replacement stock shall have a minimum caliper of two (2) inches and a height of at least six (6) feet. 8. The plans should include a tree protection detail consistent with Section 72-844 of the LDC. The root zone of the tree is approximated by one foot of radius per inch of tree diameter. 9. A biological survey must be provided. This survey should document the types of habitat on the site and indicate compliance with state and federal rules concerning protection of threatened and endangered species. 10. Wetlands must be delineated and verified by the state. Wetland and buffer boundaries must be located on the plans. 11. A minimum 50 -foot buffer is required from wetlands due to these parcels being in the Natural Resource Management Area. Any encroachment into wetlands or buffers will require a Wetland Alteration Permit with a mitigation plan and justification for the encroachment. Staff will be looking for avoidance and minimization of impact with no net loss or change in function. It appears that parcel -0030 and -0020 are almost entirely wetlands. Creating a subdivision within these two parcels is not avoiding and minimizing impacts to these wetlands. EP would object to the complete buildout as submitted. County regulations are more stringent than St. Johns River Water Management District. K FIRE SAFETY Michael Garrett, Fire Safety Inspector May 22, 2016 Cross Lake PUD 2016 -S -TRS -0137 Staff has reviewed the requested application and provides the following comments: 1. Complete site development plans will be required to allow fire protection review to occur. Site utility, grading, roadway details and fire protection water supply methods are required as a minimum for plan submittals. 2. More detailed comments are reserved for future submittals. HEALTH Laura Kramer, Septic Program Coordinator May 26, 2016 DOHIVolusia County Public Health Unit Cross Lake PUD 2016 -S -TRS -0137 Staff has reviewed the requested application and provides the following comments: 1. Applicant has indicated that potable water shall be provided by private potable wells. Sewage disposal to be provided by onsite sewage disposal system. City of Edgewater may provide potable water, waiting for results. LAND DEVELOPMENT John G. Thomson, AICP, Land Development Manager May 26, 2016 Cross Lake PUD 2016 -F -TRS -0106 Staff has reviewed the requested application and provides the following comments: 1. The legal status of the parcels under the county's subdivision regulations is as follows: a. Parcels 7336-00-00-0020 and 7336-00-00-0030 were created prior to 1976 per the 1976 tax rolls. These parcels have legal standing status under the county's subdivision regulations. 2 b. Parcel 7336-00-00-0140 has legal status as part of the parcel on the west side of Glencoe Road (0230) that was a part of the legal parcel pursuant to the 1976 tax rolls meets the RR zoning classification for lot width and area, and a single-family residence was constructed on this parcel in 1996. c. Parcel 7336-01-00-0020, described as Lot 2, Chilton Homestead subdivision (MB 20 Pg 9), is not vested as the platted road providing access was not open and passable prior to 1976. This parcel does not have legal standing status. 2. As noted above, there is a 19 -foot wide platted road right-of-way on the west side of Lot 2, adjacent to parcel 7336-00-00-0140. This road will need to be vacated. 3. The proposed development will require subdivision approval under Division 2 of the LDC, commencing with submission of an Overall Development Plan application pursuant to Section 72-539 of the LDC. Preliminary and final plat approval will also be required, with construction plans, prepared by a registered engineer, for the subdivision improvements submitted with the preliminary plat application. The subdivision improvements, including the streets, street lighting, stormwater, utilities, and other required improvements, will need to address the design provisions of the LDC. All subdivision improvements must be completed and a maintenance agreement provided, or a performance agreement for completion of the improvements, before the subdivision plat may be recorded. 4. The City of Edgewater has a water main available along Glencoe Road, but no sewer is available. The applicant will need to determine if the water main is adequate for providing both potable and fire protection service. The applicant will also need to determine the nearest available sewer service for extension to the property, as utility service is required, as indicated in the Current Planning comments. 5. FEMA Flood Insurance Rate Maps indicate that an area located in phase II (parcel 7336-00-00-0030) of the subdivision, is located within 100 -year floodplain (Flood Zone A; no base flood elevations determined). The project engineer will need to determine the 100 -year floodplain elevation and show the limits of the floodplain on the plans. The subdivision will need to demonstrate that provisions are made for flood free development and access as indicated in Section 72-611(b) of the LDC. This will mean that the lots will need to be free and clear of the 100 -year floodplain, so as to not require flood insurance under the National Flood Insurance Program. P, SCHOOLBOARD Eric Kozielski, Planning & GIS Specialist May 20, 2016 Cross Lake PUD 2016 -S -TRS -0137 Staff has reviewed the requested application and provides the following comments: 1. This subdivision will require a school concurrency certificate. SOILS Dave Griffis, County Extension Director May 18, 2016 Cross Lake PUD 2016 -S -TRS -0137 As requested, I visited the site. Soils were found to be: 1. #8 Basinger fine sand, depressional. This very poorly drained, nearly level sandy soil occurs in depressions and poorly defined drainageways. The water table is above the surface for several months in most years. The rest of the time it is within 30 inches in wet seasons. The potential for community development is very low with flooding and excessive wetness the major limitations. 2. #13 Cassia fine sand. This is a nearly level, to gently sloping, somewhat poorly drained sandy soil in slightly elevated positions in flatwoods or in lower positions in sand hills. The water table is between 15 and 40 inches in the wet season. The potential is medium for community development with wetness a limitation. 3. #20 EauGallie fine sand. This nearly level, poorly drained soil has a sandy surface layer over a loamy subsoil. It is in flatwoods. The water table is within 10 inches of the soil surface in wet seasons. This soil has a low potential for community development with excessive wetness the major limitation. 4. #55 Riviera fine sand. This poorly drained, nearly level soil occurs in broad, low flats. The water table is within a depth of 10 inches in the wet season. The potential is low for community development with excessive wetness the major limitation. 5. #69 Tuscawilla fine sand. This nearly level, poorly drained soil is in broad hammocks near the coast. The water table is within 10 inches of the surface in wet seasons. The potential is medium for community development with wetness a limitation. 6. Portions of the property have been developed. A pond was also found on the property. SURVEY Mark E. McClain, Engineering Assistant Cross Lake PUD May 17, 2016 2016 -S -TRS -0137 Staff has reviewed the requested application and provides the following comments: 1. This project does not appear to meet the criteria for a subdivision exemption. Therefore, a plat complying with Chapter 177 Part 1 F.S. and Section 72 of the Volusia County Land Development Code (Ord. 88-3, as amended) is required. TRAFFIC Stephanie McClain, Engineering Assistant Cross Lake PUD May 23, 2016 2016 -S -TRS -0137 Staff has reviewed the requested application and provides the following comments: 1. Per the ITE 9th Edition, based on 39 SFDUs, the trip generation will require the development application, at a minimum, to meet the standards of a Minor Driveway per the LDC. Per Section 72-619(a)(e)(2) of the LDC, a minor driveway entrance radii shall be 30 feet, and a minimum width shall be 24 feet. A 100 -foot long 12 -foot wide right turn taper shall be required due to South Glencoe Road having only two lanes and a speed limit of 40mph. 2. The roadway in Phase 1 will require a cul-de-sac at the end of the roadway to allow for vehicle turnaround until Phase 2 can be completed. Please reference Section 72-612 of the LDC for road development requirements. 3. Per Section 72-612(d)(1) of the LDC, streets shall intersect at an angle of 90 degrees, unless circumstances acceptable to the DRC indicate a need for an intersection of a lesser angle. h 4. While we understand this is a conceptual plan, it appears the intention is for the Phase 2 roadway to abut the property line. Please note that there will be certain buffer/setback requirements. .