Fort Walton Beach Council agenda — 04-29-03 workshop agenda — reading text

J: RO BARKS OR T] 0 o a:: V1 o :.:: u.. a:: u.. <( a. ;:; CD PATRICK OR a:: a; a:: I- 0 V1 0 w J cr I- J: V1 <( a. RO RACETRACK RO LEGEND HYDROLOGIC SOIL GROUPS with SOIL NAMES A ( ARENTS, 2 TO 8 % SLOPE, FORT W ALTON BEACH CITY LIMITS MAP # 2, :J:8. 2 ACRES) A ( FOXWORTH SAND, 0 TO 5 % SLOPE, WATER MAP # 8, :J:14. 2 ACRES) OJ) C! r- A ( LAKELAND SAND, 0 TO 5 % SLOPE, OJ) t;:: MAP # 12, SEE DIAGRAM ABOVE FOR ACREAGE) t A ( LAKELAND SAND, 5 TO 12% SLOPE, o Q. MAP # 13, :J:29.! ACRES) 5 r- oo C ( CHIPLEY and HURRICANE, 0 TO 5 % SLOPE, r<") CC MAP #4, :J:!5. 6 ACRES) SOURCE: USDA SOIL SURVEY OF OKALOOSA COUNTY. 9 t::. s - HARTMAN & ASSOCIATES, INC. REUSE FEASIBILTIY STUDY Ja engineem.hydrogeologists, & IIIeI1t coosuJtants III8IIAg< survey... CITY OF FORT WALTON BEACH e::: IIIIIIII III/"J111111111111111II 201 EASTPINESTREET. SU1TElOOO. ORLANDO, FL 32801 W ASTEW A TER TREATMENT PLANT FACILITIES PLAN Gj TELEPIIONE( 407)839- 39SS - FAX (407)839-3790  Table 7- 1 III! SOIL HYDROGROUP CLASSIFICATION I Soil Type Inf' Iltration Hydrogroup Soil Characteristics I A Sands or gravely sand High (low runoff potential) I B Fine to moderately coarse Moderate texture I C Moderately fine to fme Slow texture I D Clays Very slow I Beaches Sand High I Source: USDA Soil Survey of Okaloosa County I E I I I t.. F:/ O 1/0 1. 0387 .000/ / -417 - 1. tbl reportR HAI #01.0387. 000 7- 4 04/ 14/ 03 I""" Ai';'::!! II III Also shown in Figure 7- 1 are the total acreages of each soil type identified at these sites according to the USDA Soil Survey ofOkaloosa County. In Table 7- 2 the name of the site, soil group and name and irrigation description is given. I..'. In Table 7- 3 the usable irrigation area is identified. The City provided the usable area acreages for the Municipal Golf Course and the Fairgrounds and Municipal Softball I Complex. The 3.4- acre usable area listed for the Medians was determined by map The 2. 5- acre usable area analysis and assumes all of the median area may be irrigated. listed for the roadside area is based on a five ( 5) foot wide area on both sides of Lewis I Turner Boulevard starting at the intersection of Mooney Road and extending 1. 05 miles to the southwest. I Also in Table 7- 3 is an estimate of the disposing capability of the each site based on 1.0 I inch/week ( minimum) and 2. 0 inch/week ( maximum) loading rates. The total amount of the reuse disposal ranges from 1.183 MGD to 2. 366 MGD based on these assumptions. I 200 acres Municipal Golf Course is presently being used for public access of the irrigation reuse disposal, which equates to 0. 776 MGD to 1.552 MGD. Subtracting this from the total, it is estimated that the increase in reuse disposal would range from 0.407 I MGD to 0. 814 MGD. I III!' i. p II I I I F:\2001\ 01.0387.000\ \ - 4\ 041403 FINAL\SEC 7. doc ReportR III HAl #01.0387.000 7- 5 04/ 14/ 03 I III TABLE A- I III CITY OF FORT WALTON BEACH EVALUATION AND ASSESSMENT REPORT WASTEWATER TREATMENT PLANT 3- MONTH AVERAGE DAILY l) WASTEWATER FLOW SUMMARy( Three Month Average Daily Flow Percent Pennitted MOD Ca aci Janu data used in 3- month calculation N/ A data used in 3- month calculation N/A III 3.428 76. 18 3. 103 68. 96 2. 780 61.78 2. 326 51.70 III 2. 280 50.67 2.331 51.81 2.583 57.41 3. 235 71.90 III 73. 06 3. 288 3. 101 68. 91 2.552 56. 71 filii 2.474 54. 97 2.424 53. 87 2. 348 52.19 2. 353 52. 29 2. 392 53.15 2.500 55. 56