Okaloosa County BOCC — January 18, 2013 — reading text

Amendment/Rezoning - JRW Investments)  4.1.a 4 – Chipley Foxworth – nearly level and gently sloping, somewhat poorly drained and moderately well drained soils that are sandy throughout 6 – Dorovan – nearly level, very poorly drained soils that are organic – usually in freshwater swamps or drainage ways. 7 –Duckson Sand – frequently flooded, tidal marshes that boarder the Choctawatchee Bay, Slopes < 1%. Broad level tidal marsh 8 – Kinston-Johnston-Bibb – soils on floodplains and along creeks etc., poorly drained, nearly level. Attachment: GIS Analysis Results (1249 : Public Hearing - Plan Amendment/Rezoning - JRW Investments) 10 –Kured Sand – 0 to 8% slopes, excessively drained soils, available water capacity very low, permeability is rapid 12 –Lakeland sand – 0 to 5% slope, excessively drained, permeability is rapid, the available water capacity is very slow, and runoff is slow. 13 – Lakeland sand – 5 to 12% slope, excessively drained soils usually leads to drainage ways and around depressions, permeability is rapid, the available water capacity is very slow, runoff is slow. 14 - Lakeland sand - 12% to 30% slope, excessively drained soils usually leads to drainage ways and around depressions, permeability is rapid, the available water capacity is very slow, runoff is slow 15 - Leon Sand – poorly drained, 0 to 2% slope, seasonally high water table. 16 - Lucy loamy sand - 0 to 5% slopes well drained permeability rapid in upper part, moderate in lower, run off is slow, dries quickly 17 – Mandarin Sand – 0 to 3% slopes, permeability is very rapid in the surface and subsurface layer. Wetness is a moderate limitation for home sites or businesses. 18 – Newhan Coroll complex – areas near dunes of coast, available water capacity, and organic content and natural fertility is low 21 – Resota Sand – 0 to 5% slopes, moderately well drained. 22 – Rutlege Sand – poorly drained, nearly level soil 23 – Troup Sand – 0 to 5% slopes, well drained 24 – Troup Sand, 5 to 8% slope, well drained uplands soil 25 – Troup Sand – 8 to 12 percent slopes, well drained soil 27 – Urban Land – natural soil can not be observed 34 - Albany lomay sand - Slopes range from 0 to 6 percent, very deep, somewhat poorly drained 36 – Bonifay Sand, 0 to 5% slope, gently sloping, well drained 37 –Bonifay Sand – 5 to 8% slope, well drained, permeability is rapid in the surface and subsurface layer, landfills or septic tanks should have limitations Packet Pg. 9  4.1.a 39 – Dothan Loamy Sand – 2 to 5% slope, well drained permeability rapid in upper part, slow in lower part, run off is slow. 40 – Dothan Loamy Sand – 5 to 8% slope, well drained permeability rapid in upper part, slow in lower part, run off is slow 43 – Kinston Johnston and Bibb soils – frequently flooded, poorly drained Attachment: GIS Analysis Results (1249 : Public Hearing - Plan Amendment/Rezoning - JRW Investments) 45 - Orangeburg Sandy loam – 0 to 2% slopes, well drained permeability is moderately rapid in the upper part moderate in lower parts of the soil. 46 – Orangeburg Sandy loam – 0 to 5% slopes, well drained permeability is moderately rapid in the upper part of the soil. 47 – Orangeburg Sandy loam – 5 to 8% slopes, well drained permeability is moderately rapid in the upper part of the soil. 49 – Bonifay-Dothan-Angie Complex – 5 to 12% slopes, well and moderately well drained, moderately suited for urban development 50 – Yemasse, Garcon and Bigbee soils – poorly drained, occasionally flooded – usually along flood plaints and major streams, slope usually < 2% 51 - Troup-Orangeburg-Cowarts complex, 5 to 12% slope, well drained uplands soil, moderately suited for urban development 52 - Escambia fine sandy loam, 0 to 3% slopes, moderately well drained, limitation on septic tanks See attached: data from Division of Historical Resources – Florida Master File Data Efficiency Zoning AA/IP and possibly RSS, depending on the exact location of the plot. Phase III will change the entire parcel’s zoning to IP as long as there are no objections during the planned workshops Rezoning request from Agricultural District (AA) to Business General (BG) or a more restrictive zoning district consistent with the future land use designation. Theproperty is located at 3189 E James Lee Blvd, Crestview. Property contains 3.2 acres more or less. Packet Pg. 10  4.1.b 09-2N-25-0000-0020-0000/0010 BLACKWATER RIVER STATE Attachment: A - Location Map (1249 : Public Hearing - Plan Amendment/Rezoning - JRW Investments) FOREST GARDEN CITY BAKER CRESTVIEW HOLT SUBJECT PROPERTY EGLIN Legend Roads CRESTVIEW EGLIN AFB BLACKWATER RIVER SF Location Map : Packet Pg. 11  LOG LAKE RD Parcel Lines Legend ARNIES LN BROXSON RD ARMISTEAD BLVD Aerial Photo 09-2N-25-0000-0020-0000/0010 SUBJECT PROPERTY 4.1.c Packet Pg. 12 : Attachment: B - Aerial Photo (1249 : Public Hearing - Plan Amendment/Rezoning - JRW Investments)  4.1.d 09-2N-25-0000-0020-0000/0010 E 10 T S TA ER BROXSON RD Attachment: C - Existing Land Use Map (1249 : Public Hearing - Plan Amendment/Rezoning - JRW Investments) INT ARNIES LN VACANT REPAIR SERVICE VACANT COMMERCIAL 9.619747 7.339222 SINGLE FAMILY 3.399908 3.984802 WAREHOUSE-STORAGE 1.928625 LIGHT MANUFACTURE LOG LAKE RD 3.142911 VACANT INDUSTRIAL VACANT INDUSTRIAL VACANT INDUSTRIAL G ACREAGE 10.902506 3.773675 2.386138 7.472956 ARMISTEAD BLVD VACANT INDUSTRIAL 12.49305 VACANT INDUSTRIAL 5.085711 VACANT INDUSTRIAL 10.015778 Existing Land Use Map : Packet Pg. 13  4.1.e 09-2N-25-0000-0020-0000/0010 MACHINE 10 RY CIR ATE E 10 ST Attachment: D - Future Land Use Map (1249 : Public Hearing - Plan Amendment/Rezoning - JRW Investments) T R S TA T E ER IN INT MACHINERY CIR ARNIES LN SUBJECT PROPERTY BROXSON RD I LOG LAKE RD C ARMISTEAD BLVD MU Legend C I MU Future Land Use Map : Packet Pg. 14  09-2N-25-0000-0020-0000/0010 4.1.f MACHINE 10 RY CIR ATE E 10 ST T R S TA T E ER IN Attachment: E - Zoning map (1249 : Public Hearing - Plan Amendment/Rezoning - JRW Investments) INT MACHINERY CIR ARNIES LN BROXSON RD SUBJECT PROPERTY I-1 LOG LAKE RD C-3 ARMISTEAD BLVD MU : Legend C-3 Zoning Map MU I-1 Packet Pg. 15  4.1.g 09-2N-25-0000-0020-0000/0010 C