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Page i Page ii Table of Contents Page iii Page iv Introduction and well-numbering system Page 1 Page 2 Page 3 Page 4 Hydrologic data Page 5 Page 6 Page 7 Page 8 Page 9 Page 10 Page 11 Page 12 Page 13 Page 14 Page 15 Page 16 Page 17 Page 18 Page 19 Page 20 Page 21 Page 22 Page 23 Page 24 Page 25 Page 26 Page 27 Page 28 Page 29 Page 30 Page 31 Page 32 Page 33 Page 34 Page 35 Page 36 Page 37 Page 38 Page 39 Page 40 Page 41 Page 42 Page 43 Page 44 Page 45 Page 46 Page 47 Page 48 Page 49 Page 50 Page 51 Page 52 Page 53 Page 54 Page 55 Page 56 Page 57 Page 58 Page 59 Page 60 Page 61 Page 62 Page 63 Page 64 Page 65 Page 66 Page 67 Page 68 Page 69 Page 70 Page 71 Page 72 Page 73 Page 74 Page 75 Page 76 Page 77 Page 78 Page 79 Page 80 Page 81 Page 82 Page 83 Page 84 Page 85 Page 86 Page 87 Page 88 Page 89 Page 90 Page 91 Page 92 Page 93 Page 94 Page 95 Page 96 Page 97 Page 98 Page 99 Page 100 Page 101 Page 102 Page 103 Page 104 Page 105 Page 106 Page 107 Page 108 Page 109 Page 110 Page 111 Page 112 Page 113 Page 114 Page 115 Page 116 Page 117 Page 118 Page 119 Page 120 Page 121 Page 122 Page 123 Page 124 Page 125 Page 126 Page 127 Copyright Main |
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STATE OF FLORIDA STATE BOARD OF CONSERVATION DIVISION OF GEOLOGY Robert O. Vernon, Director INFORMATION CIRCULAR NO. 57 WATER RESOURCE RECORDS OF THE ECONFINA CREEK BASIN AREA, FLORIDA By R. H. Musgrove, J. B. Foster, and L. G. Toler U. S. Geological Survey Prepared by UNITED STATES GEOLOGICAL SURVEY in cooperation with the DIVISION OF GEOLOGY FLORIDA BOARD OF CONSERVATION Tallahassee 1968 Completed manuscript received July 15, 1968 Printed by the Florida Board of Conservation Division of Geology Tallahassee ii CONTENTS Page Introduction ....................................... ................... 1 Well-numbering systems ................................................ 1 Surface-water stations ........................... ... ............... 3 Hydrologic data ......................................................... 4 LIST OF ILLUSTRATIONS Figure Page 1 Location of the Econfina Creek basin area and explanation of 9-digit well-numbering system ......................................................... 2 2 Diagram illustrating the 16-character well-numbering system .................... 3 3 Econfina Creek basin area showing locations of surface-water data collection sites ... 4 4 Deer Point lake showing locations of sampling sites ........................... 5 5 Econfina Creek basin area showing locations of ground-water data collection sites ... 6 6 Econfina Creek basin area showing locations of wells inventoried ................ 7 7 Locations of wells for insert A on figure 6 ................................. 8 8 Locations of wells for insert B on figure 6 ................................ 9 9 Econfina Creek basin area showing locations of wells with geologic control .........10 LIST OF TABLES Table Page 1 Locations of surface water data collection sites ..............................11 2 Streamflow data .................................................... 15 3 Monthly average lake stages ............................................20 4 Chemical analyses and temperature of surface water ..........................21 5 Daily specific conductance and temperature of surface water ...................29 6 Chloride content of water in Deer Point Lake ...............................47 7 Records of rainfall in the Econfina Creek basin area ..........................48 8 Records of wells in the Econfina Creek basin area ...........................51 9 Measurements of ground-water levels in the Econfina Creek basin area A. Periodic measurements .............................................74 B. Five-day maximums form recorder charts ...............................80 10 Pumping test data in the Econfina creek basin area ...........................83 11 Lithologic logs of selected wells in the Econfina Creek basin area ................91 12 Records of ground-water pumpage in the Econfina Creek basin area ............. 114 13 Chemical analyses and temperature of ground-water .........................119 14 Periodic chloride anaylyses and temperature of water from wells ................126 WATER RESOURCE RECORDS OF THE ECONFINA CREEK BASIN AREA, FLORIDA By R. H. Musgrove, J. B. Foster, and L. G. Toler INTRODUCTION The Econfina Creek basin area in northwestern Florida, which includes Bay County, southeastern Washington County, and parts of Calhoun, Gulf, and Jackson counties is shown in figure 1. The basin has an abundant supply of ground water and surface water of good quality. This determination is based on a three-year investigation of the water resources of the basin by the U. S. Geological Survey in cooperation with the Division of Geology, Florida Board of Conservation, during the period from October 1961 through June 1964. The purpose of this report is to assemble the basic data collected during this investigation for those persons interested in water development or management in this basin. The interpretative results of the investigation have been reported in publications listed below: (1) "Freshening of Deer Point Lake, Bay County, Florida," by L. G. Toler, R. H. Musgrove, and J. B. Foster, Journal American Water Works Association, Volume 56, 1964. (2) "Quality of water from the Floridan aquifer in the Econfina Creek basin area, Florida, 1962," by L. G. Toler, Division of Geology, Florida Board of Conservation, Map Series No. 10, May, 1965. (3) "Use of specific conductance to distinguish two base-flow components in Econfina. Creek, Florida," by L. G. Toler, U.S. Geological Survey Professional Paper 525-C, 1965. (4) "Water resources of the Econfina Creek basin area in northwestern Florida, by R. H. Musgrove, J. B. Foster, and L. G. Toler, Division of Geology, Florida Board of Conservation, Report of Investigations No. 41,1965. Geologic and hydrologic information are presented in this report in the form of tables which group the data according to type. Maps of the basin and specific areas within the basin are used in conjunction with the tables to locate the data collection stations within the basin. The stratigraphic nomenclature in this report conforms to the usage of the Florida Geological Survey and not necessarily to that of the U.S. Geological Survey. Well-Numbering Systems Two well-numbering systems are used in the report. Both systems are based on latitude-longitude coordinates. The nine-digit number is explained and illustrated on figure 1. This numbering method was in use in the Florida District 2 DIVISION OF GEOLOGY prior to the establishment of an international well numbering system for data storage and retrieval by the Water Resources Division of the U.S. Geological Smrey. Figure 1. Locations of the Econfina Creek basin area and explanation of 9-digit well-numbering system. The 16-character well number is explained here so that the quality of ground-water tables which were handled by data processing using the 16-character number can be cross referenced to the table of well records and to the map showing the locations of wells inventoried as seen on pages 51 and 119, respectively. The well number is a composite of two numbers separated by the letter N. The first part consists of six digits; two digits of degrees, the two digits of the minutes, and the two digits of the seconds of latitude. The N refers to "north" latitude. The second part consists of seven digits; the three digits of the degrees, the two digits of the minutes, and the two digits of the seconds of longitude. The wells are numbered consecutively within a one-second grid, so that if more than one well is located within a one-second grid, the wells can be identified. This sequential number follows the seconds of longitude and is set off by a decimal. Therefore, the well number defines the latitude and the longitude INFORMATION CIRCULAR NO. 57 3 on the south and east sides respectively of a one-second quadrangle in which the well is located. Figure 2 is a diagram illustrating the well-numbering system. For example, the designation 275134N0815220.1 indicates that this is the first well inventoried in the one-second grid bounded by latitude 27051'34" on the south and longitude 081052'20" on the east. Figure 2. Diagram illustrating the 16-character well-numbering system. Surface-water Stations All surface water data collection sites are listed in table 1 in alphabetical order and given a sequential number. These sequential numbers locate the sites on the map in figure 3 and identify the station in the tables.of data. NO w w Sr D aW e e P W DIVISION OF GEOLOGY L --... i -- - '4M the U. S. Geological Survey identification number for the station.More detailed TaAlahassee, Florida. CN40. I I WOO FigHur 3. Econfrna Creek basin area showing locations of surface water data collection sites. The number in parentheses following the station name, for some stations, is the U. S. Geological Survey identification number for the station. More detailed tabulations of streamflow and stage are available for most of these stations in the annual data reports of the U. S. Geological Srey. Information about these reports may be obtained from the U. S. Geological Survey District Office, TallaFassee, Florida. INFORMATION CIRCULAR NO. 57 5 HYDROLOGIC DATA Data pertaining to surface water are found in tables 1 through 6. In addition to the table of surface-water location descriptions which are shown on the map of the basin in figure 3, there are tables of selected streamflow data, monthly average lake stages, chemical analyses and temperatures of surface water, daily specific conductances and temperatures of surface water, and chloride content of water in Deer Point Lake. The location of Deer Point Lake sampling points is shown on figure 4. Rainfall records collected for this study are in table 7. The location of rain gages is shown on figure 5. Figure 4. Deer point lake showing locations of sampling sites. DIVISION OF GEOLOGY Fig re 5. Econfina Creek basin area showing locations of ground-water data collection sites. Table 8 gives a record of wells inventoried in and adjacent to the Econfina Creek basin area whose locations are shown on figures 6, 7, and 8. Other ground-water data includes tables 9 and 10 which include records of water levels and pumping test data, whose locations are shown on figure 5. Lithologic logs of wells are presented in table 11, with the locations 6f these wells shown on figure INFORMATION CIRCULAR NO. 57 0l 2W a is-.i I AL 41 - 'I I r ) I Ha ge 10 DIV I- C1 I I .a 40-~ 35 3V 446 -1 2 I -1 I I0 L -NI r^=^ -r1- 13 r I %21 K- I I I \ \ .Q I\S INSET B. Sw in. 8 , '10 314A., 1 i 1 1 1 1 nr IF LI I^r ur --1-i- -2---- ___ 1 !~z t~zL-- _ 4--. -. -- ---- II F ~~Jz2I11 1 1 1z EXPLANATION o Well in woater-loble aquifer er4W ellinisecondarl orres'an oqu.fer 0*3 Well in Floridan aquifer Number indicates number of well as illustroed1 Sf ,ur , I ,| n I I I 7 IV k w oow So Sr4443 l44443eOitr luOdrllll Figure 6. Econfina Creek basin area showing location of wells inventoried. 9.-Tables 12, 13, and 14 give data on ground-water pumpage, chemical analysis and temperature, and periodic chloride analysis and temperatures, respectively. The locations for data collection stations in tables 12 through 14 are shown on figure 5. UNITED STATES DEPARTMENT OF THE INTERIOR. GEOLOGICAL SURVEY W.OON S 5d' 4W I I I A I I I- ~Y IJ .Cj;'::- --- N I I I I I LYI~~sY)--+--r~--t ~C1-t-C ~ -4-- L-~C I 'i1] JT 3W~~~~~~~~~~-ftt I I I i 1 1 1 10 4-241 ' '"~' I ~I T 40 st -L o-s5o I I 1! C i' ~p~ I~-T rn I I i I LIS"I twf a I J 6' SI l rIt .5.sb" IN'ST A. Sa fig. 7 50" 8 DIVISION OF GEOLOGY EXPLANATION oB3 Wyel in water-table aquifer em Well in Floridon aquifer Note: Number indicates number of well as illustrated in figure I. 8538' 37' 85036' 30l- -30010' S 123 213b 0 O*213a 142aoP 142b 133 a,b,C 143b 133c 2 0 00143ao e233b S134 2330 0 133b 422aob 0 312c 33c *312 312b o0312o 0 313 331b *441 3310 0342 09' --- 44309 122 S32 41 24 1 032. 142 .241 0234 422I *342 4210 0414 *343 44 4440 3008' ----- 30008' 8538' 37' 85036 0 1/2 I MILE I i I Figure 7. Location of wells for insert A on figure 6. INFORMATION CIRCULAR NO. 57 9 EXPLANATION Well in water-table aquifer. Well in Floridan aquifer Note: Number indicates number of well as illustrated in figure I. -N- 0 1/2 I MILE I I I Figure 8. Location of wells for insert B on figure 6. DIVISION OF GEOLOGY Figure 9. Econfina Creek basin area showing locations of wells with geologic control Table 1.--Location of surface-water data-collection sites. (Note" Numbers preceding station. names are location numbers in fig. 2, numbers following are station numbers) Station Name STREAMFLOW: Drainage Area (sq mi) Location 1. Bayou George Creek near Bayou George 2. Bear Creek near Youngstown (023595.50) 3. Big Cedar Creek near Bennett (023596.50 4. Big Crooked Creek near West Bay 5. Black Slough near Greenhead 6. Blue Springs near Fountain 7. Burnt Mill Creek near Southport 8. Burnt Mill Creek near Vicksburg 9. Callaway Bayou near Callaway 10. Callaway Bayou near Panama City 11. Cooks Bayou near Callaway 12. Cushion Creek near Callaway 13. Econfina Creek near Bennett (023595.00) 14. Econfina Creek near Betts in 1t sec. 8, T. 3 S., R. 12 W., at bridge on forest road 104, 0.7 mile above Island Branch and 4.5 miles east of Bayou George. 67.2 in NEt sec. 17, T. 2 S., R. 12 W., at bridge on U. S. Highway 231, 0.1 mile downstream from South Fork Bear Creek and 3.2 miles south of Youngstown. 95.0 in SWj sec. 26, T. 1 S., R. 14 W., at bridge on State Highway 388, 5.6 miles vest of Bennett. in NEt sec. 10, T. 2 S., R. 16 W., 0.1 mile above Pigeon Creek and 35 miles northeast of West Bay. in SE sec. 5, T. 1 N., R. 13 W., at bridge on county road, 1 mile upstream from Still Pond and 6.1 miles east of Greenhead. on line between sees. 27 and 34, T. 1 NS R. 13 W., on east bank of Econfine Creek 2 miles above Washington-Bay County line and 6.9 miles southwest of Fountain. Measurement made at mouth of spring and includes all spring flow. in NE sec. 3, T. 2 S., R. 15 W., at former bridge site, 6 miles above mouth and 62 miles northwest of Southport. in NEg sec. 4, T. 2 S., R. 15 W., at end of woods trail on west bank, 5 miles. above mouth and 5 miles northwest of Vicksburg. in SWA, NW, sec. 9, T. 4 S., R. 13 W., at bridge on State Highway 22, 2 miles northeast of Callaway. in SEi sec. 32, T. 3 S., R. 13 W., at ford on woods trail, 4 miles above mouth and 6 miles east of Panama City. in SW4 sec. 8, T. 4 S., R. 12 W., at bridge on State Highway 22, 6 miles east of Callaway. in E4 sec. 12, T. 4 S., R. 12 W., at bridge on State Highway 22, 5 miles east of Callaway. 122 in sec. 20, T. 1 S., R. 13 W., at bridge on State Highway 358 and 1.6 miles southwest of Bennett. in NEH sec. 21, T. 2 N., R. 12 W., at culvert under U. S. Highway 231, 2 miles north of Betts. Station Number Table l.--ConE'd 15. Bcatinn a Creek above Blu Springs, near mountain 16. emina Creek near CCiaias Lake (00595.50) 17. Sooaflna Creek near Fountain (0o59k.50) 1. Econfina Creek above Gainer Springs, near Bennett 19- aconina Creek below Gainer Springs, near Bennett 20. kconfina Creek below Tenmile Creek near Fountain 21. Sconfina Creek above Wlliford Springs near Bennett 22. Flow over Dear Point Dam from Deer Point Lake near Panama City 23 Gainer Springs near Bennett 24. Gin Pond Outle. near Greenhead 25. Godvin Branch near Greenhead 26. Hammnnd Pod Steephead near Fountain 27. Juniper Creek near Youngstown 28. Little Bear Creek at TIungstown (023596.00) 29. Mil Bayou near Lynn Haven on line between sees. 27 and 34, T. 1 N, R. 13 W., Just above Blue Springs and 6.9 miles southwest of Fountain. 40.5 on line between sees. 21 and 22, T. 2 N, R. 12 W., at bridge on county road and 3.5 miles southwest of Compass Lake. 70.2 in SEt sec. 15, T. 1 N., R. 15 W., at bridge on county road and 6.3 miles vest of Fountain. in SWt sec. I, T. 1 S., R. 15 W., just above Gainer Springs, 1.1 miles belov Washington-Bay County line and 2.6 miles north of Bennett. in SWa sec. 4, T. 1 S., R. 15 W., just belov Gainer Springs, 1.1 miles below. Washington-Bay County line and 2.5 miles north of Bennett. 67.3 in Sz see. 2, T. 1 N., R. 13 W., 0.5 mile below Tenmile Creek and 4.2 miles northwest of Fountain. in SWk sec. 33, T. 1 N., R. 1 W., 50 yards above Williford Springs. 435 in SWt sec. 36, T. 2 S R. 14 W., on State Highway 77-A and miles northeast of Panama City. in SWJ see. 4, T. 1 S., R. 13 W., 1.1 miles belov Washington-Bay County line and 2.6 miles north of Bennett. There are three big springs in this group, two on vest bank of Econfina Creek about 300 ft. apart and one directly across creek on east bank. The east spring and vest upstream spring have been measured. in S9 sec. 20, T. 2 N., R. 13 W., at bridge on county road, 0.7 mile below Gin Pond and 7.6'miles northeast of Greenhead. in NW see. 28, T. 2 N., R. 13 W., at culvert under county road, 0.6 mile above Gap Pond and 7.4 miles northeast of Greenhead. in Et sec. 7, T. 1 N., R. 12 W., at upper end of small stream, 1 mile upstream from Hamond Pond and 4 miles northwest of Fountain. in SW asec. 36, T. 1 S., R. 13 W., at bridge site on voods road, 2.5 miles above mouth and 3.8 miles vest of Youngstown. 27.4 in SEk sec. 28, T. 1 S., R. 12 W., at bridge on State Highway 388, 0.4 mile vest of Youngstown. in S3 see. 15, T. 3 S., R. 14 W., at bridge on U. S. Highway 231, 2-3/ miles above mouth and 3j miles south- east of Lynn Haven. Table l.--Cont'd 30. Moccasin Creek near Econfina 31. Pigeon Creek near West Bay 32. Sand Mountain Branch near Greenhead 33. Sandy Creek near Panama City (023593.00) 35. Swindle Swamp Outlet to Porter Lake near Greenhead 35. Unnamed Spring near Fountain 36. Wetappo Creek near Wevahitchka 37. White Oak Creek near Greenhead (023596.10) 58. Williford Spring near Bennett in NWa sec. 15, T. 1 S., R. 13 W., at bridge on county road j mile south of Econfina and 1 mile north of State Highway 388 in NEi see. 10, T. 2 S., R. 16 W., at bridge on woods road, 0.1 mile above Big Crooked Creek and 31 miles northeast of West Bay. in NEt sec. 3, T. 1 N., R. 13 W., 0.3 mile above Porter Lake and 8.3 miles east of Greenhead 25 in NEa sec. 14, T. 4 S., R. 12 W., at bridge on State Highway 22 and 16 miles east of Panama City. in NEt sec. 4, T. 1 N., R. 13 W., 0.2 mile above Porter Lake and 7.2 miles east of Greenhead. in NW*, SWI, NE, sec. 22, T. 1 N., R. 13 W., 0.4 mile south of Walsingham Bridge and 6.4 miles west of Fountain. 45 in NWJ sec. 13, T. 5 S., R. 11 W., at bridge on county ioad, 0.5 mile below Little Creek and 8 miles southwest of Wowahitchka. 8.46 in NEe sec. 28, T. 2 N., R. 13 W., at abandoned bridge, 1.0 mile above Gap Pond.Outlet and 7.6 miles northeast of Greenhead. in SWk sec. 33, T. 1 N., R. 13 W., on west bank of Econfina Creek, 0.1 mile north of Washington-Bay County line and 3.4 miles north of Bennett. fthle .--Cont'd STAGE: 3Q. Clarks Hole (Ramlin Pond) near Greenhead 40. Coass Lake at Ccpass Lake 1~. Cap Pond near Greenhead (023596.14) 42. Gully Pond near Creenhead (J23596.45 } 5. fframock Lake near Greenhead (023596.-O) 44. Mrtail Lake near Greenhead (023596.70) 45. North Bay at Lynn Haven (023593.20) 46. Porter Lake near .eenhead (023596.16) 47. Still Pond near Greenhead (023596.25) 48. Wages Pond near Greenhead (023596.lso) in SWi sec. 12, T. 1 N., R. 14 W., on south shore of pond, 0.5 mile south of Deadening Cemetery and 3.7 miles east of Oreenhead. in SEO sec. 1, T. 2 N., R. 12 W., on southwest shore of lake at Compass Lake. in Niw sec. 29, T. 2 N., R. 13 W., on north shore of pond, at public ramp and northeast of Oreonhead. in NW asec. 14, T. 1 N., R. 14 W., on southeast shore of pond and 2.8 miles east of Oreenhead. in SWI see. 19, T. 1 N., R. 13 W., on vest shore of lake and 4 .9 miles southeast of Greenhead. in SW! sec. 19, T. 1 S., R. 14 W., on south shore of lake and 8.1 miles south of Greenhead. in sec. 4, T. 3 S., R. 14 W., on south end of bridge on State Highway 77, at Lynn Haven. in SWi sec. 9, T. 1 N., R. 1I W., on southwest shore of lake and 6.6 miles east of Greenhead. in NEI sec. 18, T. 1 N., R. 13 W., on south shore of pond and 5.0 miles east of Greenhead. in SW1 sec. 12, T. 1 N., R. ll4 ., on east shore of pond, 0.2 mile southwest of Deadening Cemetery and 3.7 miles east of Greenhead. Table 2.--Streamflov data 1. Streamflov measurements of Bayou George Creek near Bayou George Date Sept.12, 1962 May 9, 1963 Feb. 3, 1964 Flow (cf) 69.8 (0.5 mi. downstream) 1.19 1A.7 2. Monthly and yearly mean discharge of Bear Creek near Youngstown, in cfs Jan. Feb. Mai. Apr. May June July Aug. Sept. Oct. Nov. Dec. 1962 66.8 62.1 63.8 157 41.4 43.0 87.9 59.9 156 96.7 83.9 108 1963 127 312 71.9 48.0 60.6 .170 272 198 174 - 3. Streamflow measurements of Big Cedar Creek near Bennett low Flow (cfI) Date (cfa) Date 7.64 Jan. 16 9.90 Sept.18 6.43 Mar. 11 8.00 Nov. 6 6.26 May 7 4.30 Dec. 17 3.50 June 26 9.14 18.2 Aug. 114 598 1964 9.15 Feb. 4 5.89 Year 85.5 Flow (cfs) 9.02 11.5 17.1 13.7 4. Streenflow measurements of Big Crooked Creek near West Bay, in cfs Date Mar. 6, 1962 May 7, 1963 Feb. 4, 1964 Flow (cfa) 8.96 4.70 12.1 5. Streamflow measurement of Black Slough near Greenhead Flow 5.48 1.50 7.79 6.22 0 .76 .16 Jan. 17 Mar. 14 May 27 June 27 Aug. 15 Flow 6.05 7.00 .40 2.97 23.5 Date Sept. Nov. Dec. 1964 Feb. Flow (crf) 0.99 .65 11.3 15.9 6. Stroamflow measurements Flow Date (cfa) Apr. 10, 1962 12.3 Sept.11, 1962 10.8 Jan. 29, 1963 12.7 of Blue Springs near Fountain Flow Date (cfs) May 28, 1963 11.1 Aug. 28, 1963 12.6 Date Mar. 9 Apr. 26 June 20 Aug. 15 Sept.13 Oct. 2 Nov. 28 Date Mar. 7 Apr. 26 June 21 July 18 Aug. 16 Oct. 2 Nov. 29 Table 2.--Cont'd 7. Streamflov measurements of Burnt Mill Creek near Southport Flow Date (cfr) Mar. 6, 1962 Sept.12, 1962 May 7, 1963 Feb. 4, 1961 42.2 17.7 9.64 37.0 10. Streamflow measurements o Callavay. Bayou near Panama City Flow Date (cfe) Mar. 9, 1962 Sept.10, 1962 May 9, 1963 Feb. 3, 1961 2.66 9.95 .93 8.79 13. Monthly and yearly mean discharge of Econfina Creek near Bennett, in cfe Jan. Feb. Mar. Apr. May June July Aug. Sept. Oct. Nov. Dec. Year 1935 1936 682 1937 482 1938 469 1939 388 19r0 480 1941 480 1942 554 1943 503 1914 447 1945 568 1916 602 1947 612 1948 705 1919 610 1950 488 1.951 486 1952 1427 1953 424 1954 593 1955 02 1956 350 1957 358 1958 586 1059 514 1960 622 1961 509 1962 129 19635 92 182 476 530 650 436 k29 396 h00 580 576 553 482 675 544 543 169 566 593 481 464 656 563 632 734 92 1176 693 747 576 589 582 480 500 484 186 538 545 510 374 401 358 332 379 395 652 795 661 656 605 773 522 538 h50 551 432 388 15. Streamflow measurements of Econfina Creek above Blue Springs, near Fountain Flow Date (cfs) Apr. 10, 1962 198 Sept.11, 1962 111 Jan. 29, 1963 163 Date Flow (cfe) May 28, 1965 88.8 Aug. 28, 1963 151 Table 2.--Cont'd 16. Monthly and yearly mean discharge of Econfina Creek near Compass Lake, in cfs Jan. Feb. 1962 46.7 57.6 1963 88.5 65.9 July Aug. 37.8 39.2 83.2 70.5 17. Streamflow measurements of Econfina Flow Flow (cfs) Date (cfs) 192 148 Sept.11 96.1 317 Oct. 31 86.5 Dec. 18 91.7 122 108 175 86.9 101 1963 Jan. 29 Apr. 9 May 28 July 16 149 126 79.6 126 Sept. Oct. Nov. Dec. Year 43.0 47.6 ho.6 43.6 47.7 64.o - Creek near Fountain Date Aug. 26 Oct. 8 Nov. 20 1964 Jan. 10 Jan. 16 Feb. 4 Flow (cfs) 144 154 110 805 255 194 18. Streamflow measurements of Econfina Creek above Gainer Springs, near Bennett Date Apr. 11, 1962 Sept.11, 1962 Jan. 30, 1963 Flow (cfs) 318 206 293 Flow Date (cfs) mav 29, 1965 189 Aug. 27, 1963 272 11. Streanflow measurements of Econfina Creek below Gainer Springs, near Bennett Flow Flow Date (cfs) tM (cfs) Apr. 11, 1962 468 May 29, 1963 356 Sept.11, 1962 372 Aug. 27, 1963 b19 Jan. 30, 1963 451 20. Streamiflow measurements of Econfina Creek below renmile Creek, near Fountain Date Jan. 29, 1963 May 27, 1963 Aug. 28, 1963 Flow (cfs) 1P1 55.7 101 22. Flow over Deer Point Dam from Deer Point Lake near Panama City Flow Date (cfs) Jan. 31, 1963 956 23. Streamflow measurements of Gainer Springs near Bennett (Spring on east bank of Econfina Creek) Flow Date (cfs) May 29, 1963 17.8 Aug. 27, 1963 19.4 Date 1959 May 16 June 1 1962 Mar. 11 Mar. 27 Apr. 10 I-yA 22 July 19 Date Nov. 14, Sept.11, Jan. 30, Flow (efa) 20.2 20.7 20.9 Table 2.-Cont'd 23. Streanfow masurwments of Gainer Springs near Bennett (Cont'd) (Upstream spring on vest bank of Econfina Creek) nlow Date (Cos) Nov. 14, 1941 44.5 sept.11, 1962 39.1 Jan. 30, 1963 40.2 24. Streamflow measurements Flow Data (efa) Mar. 7, 1962 1.35 July 18, 1962 .50 25. Streamrlov measurements Flow Date (cfs) Mar. 7, 1962 0.33 July 18, 1962 .25 27. Streamflow measurements Flow Date (Wf) Mar. 8, 1962 4.28 Sept.12, 1962 12.0 28. Streamflow measurements of Flow (ofa) Date 27.2 Feb. 11 25.8 Apr. 8 23.3 May 8 22.8 June 10 33.3 July 15 27.6 Aug. 26 31.2 Date Plow (efa) May 29, 1963 36.2 Aug. 27, 1963 40.6 of Gin Pond Outlet near Greenhead Flow Date (cfa) May 30, 1963 0.12 Feb. 5, 1961 3.76 of Godwin Branch near Greenhead Flow Date (cfa) May 30, 1963 0.24 Feb. 5, 1961 1.07 of Juniper Creek near Youngstown Flow Data (efa) May 8, 1963 1.49 Feb. 4,1964 6.22 Little Bear Creek at Youngstown Flow Flow (cOa) Date (cfa) 37.6 Oct. 7 60.5 47.6 Nov. 21 35.5 103 33.4 1961 58.5 Jan. 10 325 50.7 Feb. 4 61.6 31. Streamflow measurements of Pigeon Creek near West Bay Flow Date (cfs) Mar. 6, 1962 4.46 May 7, 1963 1.18 Feb. 4, 1961 4.73 32. Streamflow measurements of Sand Mountain Branch near Greenhead Flow Flow Date (cf.) Date (cfs) Mar. 8, 1962 0.46 May 27, 1963 0.005 July 18, 1962 .38 Feb. 5, 1964 2.62 oant :4ar- 9 Mar. 2b 'lay 21 JrAly 16 Sept.10 Oct. 30 Dec. 17 Table 2.--Cont'd 33. Streamflow measurements of Sandy Creek near Panama City Date Jan. 28 Mar. 11 May 6 June 24 Aug. 12 Sept.16 Flow (f a) 37.6 23.5 7.05 86.5 29.9 20.4 Flow Date (cf-) Nov. 4 9.86 Dec. 16 90.3 1964 Feb. 3 Feb. 28 22.8 838 34. Streamflow measurements of Swindle Swamp Outlet to Porter Take near Greenhead Flow Date (efs) !sr. 8, 1962 3.79 July 18, 1962 1.90 May 30, 1963 1.18 36. Streamflow measurements uo Wetappo Creek near Wewahitchka Date Oct. 5 Nov. 26 1963 Jan. 28 :.ar. 11 :1ny 8 June 2h Flow (cfs) 1883 115.3 164 83.8 6.52 187 Date I563 Aug. 12 Sept.16 Nov. 4 Dec. 16 1964 Feb. 3 Flow (cfs) 68.2 40.2 11 .6 525 75.5 37. 3trcn::aILow '.:eatI:rements of White Oak Creek near Creenhead Flow (cfs) Date l'.91 Aug. 15 Sept.19 Nov. 7 9.04 Dec. 19 44.9 7.15 7.50 1964 Feb. 5 38. Streamflow measurements of Williford Spring near Bennett Flow Date (cfs) Sept.11, 1962 31.1 Jan. 31, 1963 32.3 Flow Date (cfs) May 29, 1963 31.9 Aug. 27, 1963 31.2 Date mar. 16 Apr. 23 June 18 Aug. 15 Oct. 5 Nov. 26 Flow 23.6 11.0 14.1 19.9 37.6 19.2 Date IM3 Nov. 11 1962 Mar. 16 Apr. 25 June 18 Aug. 13 Flow (c.f) 9.52 417.2 24.3 15.8 i4.3 . Date 1952 Mar. 7 Apr. a6 June 21 July 18 Aug. 16 Oct. 2 Flow 8.10 6.13 a.p 5.22 2.52 53.4 Date Nov. 29 1963 Jan. 17 Mar. l4 May 30 June 27 Flow (cfs) 9 4.7 6.57 8.22 14.4 21.1 Table .--Moathly average lake stages in feet above mean sea level, taken fro raph of about weekly gage readings Jan. Fb. Mhr. Apr. M-y June July Aug. Sept. Oct. Nov. Dec. 39. Clarks Hole near Greenhead (same as Hamlin Pond above elevation 55 ft.) 1962 56.8 57.2 57.3 56.3 54.8 55.0 54.3 52.5 50.7 49.3 48.3 1961 47.6 48.2 47.8 46.8 47.0 46.2 47.0 57.0 57.5 57.6 56.3 57.1 41. Gap Pond near Greenhead 1962 92.2 92.4 92.8 92.4 92.1 92.0 91.7 91.5 91.1 90.7 90.5 1963 90.5 90.9 91.3 91.2 90.8 90.6 90.7 91.6 91.8 91.9 91.5 91.9 42. Gully Pond near Greenhead 1961 51.8 51.6 51.2 51.0 50.3 49.9 19.9 50.3 50.7 50.3 49.8 49.7 1962 49.5 48.7 8.4 48.0 47.2 46.8 46.7 46.5 16.2 45.8 45.5 45.4 1962 45.4 45.4 45.5 44.9 44.4 44.2 45.2 46.2 46.6 46.6 16.6 46.9 43. Hammock Lake near Greenhead 19b2 49.6 49.4 49.2 48.3 48.0 48.2 48.1 47.8 47.3 47.1 46.9 1963 46.6 46.6 46.5 45.8 45.4 45.1 45.8 47.0 47.1 47.2 46.1 47.2 44. Merial Lake near Greenhead 1962 50.0 49.5 19.2 48.6 48.1 47.8 47.3 46.8 - 45. *North Bay at Lynn Haven I62(.in.)- -1.39 -1.67 -1.o8 -o.90 -o.82 -o.93 -0.46 -0.22 -0.51 -1.49 -1.93 19 2(iax.)- 1.57 2.56 1.85 1.51 1.88 1.70 1.84 1.78 1.95 1.94 1.50 1963(ain.)-2.30 -2.05 -1.98 -1.17 -1.10 .93 .80 .80 .45 .45 -1.68 -2.35 1963(Max.) 2.12 1.97 1.56 1.90 1.73 2.18 2.26 1.67 2.50 1.70 2.87 1.76 *Elevations are monthly maximum and minimum tide ranges 46. Porter Lake near Greenhead 1961 68.5 68.3 67.9 67.9 67.5 66.7 66.3 66.2 66.0 64.9 63.8 62.9 1962 62.6 62.3 62.2 62.4 61.6 60.8 60.5 59.8 59.0 58.4 57.8 57.2 1963 57.1 57.8 58.1 57.7 56.8 55.9 56.5 60.2 60.8 61.5 60.7 61.1 47. Still Pond near Greenhead 1962 58.1 58.1 58.2 57.6 57.6 58.0 57.7 57.2 57.0 56.7 56.3 1963 57.- 58.3 57.9 57.7 57.2 56.8 58.0 58.5 58.3 58.3 57.9 58.3 48. Wages Pond near Greenhead 1962 58.6 58.1 58.2 57.5 56.9 56.5 56.1 55.3 54.6 54.3 54.1 1963 54.0 54.2 54.0 53.5 53.2 53.2 53.6 54.7 54.8 54.8 54.6 54.9 Table 4. Chemical analyses and temperatures of surface waters (Note: Numbers proceeding station names are location numbers in figure 2; In dischare column; 8, estimated; I, instantaaeous, at time of sampling; 8, stage; D, average for the day; blank is average for the period.) cal analyses, in part per million, except specific conductance. n, and color S I I I I I I Dissolved solids 1 Hardness (1) BAYOU 0800m CBREE NEAR BAYOU GEOBGE, FIA. Nov. 13, 1961. Ma. 9, 1962.. Sept. 12...... I 69.8 5.2 0.00 80 179 1440 6.1 7.4 .6 2.6 .- - 61 94 360 .0 20 2.0 0 2480 0.2 0.7 4652 5.0 .1 34 3.0 - 4620 936 858 8100 7.4 7 72 50 21 4 51 6.7 90" 86 4 4 26 4.5 160 76 (2) BEAR CRBEE NEAR YTOONGS30, F A. Nov. 13, 1961. Feb. 5, 1962.. I May 22........ I July 19....... I Sept. 10...... I Oct. 30....... I Dec. 17....... D May 13, 1963.. D Nov. 15, 1961. Feb. 6 1962.. Apr. ........ June 20....... I Aug. 15..... .. Nov. 28. I... I Jan. 16, 1963. I May 13........ I Feb. 7, 1962.. Mar. 6....... I May 14, 1963.. Mar. 7, 1962.. I Sept. 12...... I 4.6 57 5.1 40 4.6 97 4.9 96 - 46 4.7 65 4.8 62 1.7 7.2 7 68 6.5 30 62 6.8 12 71 8.8 70 77 5.9 90 77 6.9 15 63 6.3 40 56 6.8 40 75 (3) BIG CEDAR CREEK NEAR BENNETT, FLA. S.2 0.03 3.6 0.2 1.7 0.4 13 1.6 2.2 0.0 0.2 22 26 10 0 29 6.8 40 73 4.1 .04 4.4 .1 1.6 .2 12 .4 3.2 .1 .0 20 31 12 2 32 6.6 45 57 6.4 8.9 4.0 .1 1.6 .0 12 .0 3.0 .0 24 25 10 0 28 6.8 30 - 6.3 4.1 .05 3.0 .1 1.2 .1 8 .8 3.5 .0 .0 17 32 8 2 39 6.4 55 77 3.5 12 2.0 10 0 34 6.7 15 82 8.9 4.0 14 2.0 25 12 1 32 6.7 25 60 9.9 4.9 .10 .8 .1 1.4 .1 2 .0 3.0 .1 0 12 12 2.5 1 19 5.0 40 - 3.0 2.3 .05 5.4 .1 1.7 .2 19 .0 .5 .1 2.1 22 8 14 0 35 7.2 30 72 (4) BIG CR00 ED CREEK NEAR WEST BAY, FLA. 4.8 0.07 2.0 0.6 2.8 0.1 7 0.8 4.0 0.1 0.0 19 28 8 2 27 6.5 40 51 9.0 4.2 2.0 .2 2.4 .1 6 .0 4.5 .1 .0 16 23 6 1 25 6.3 25 84 3.3 .06 3.4 .6 2.1 .4 13 .0 3.0 .0 .0 19 20 11 0 31 7.0 20 - (5) BLACK SLOUGH NEAR GREENHEAD, FLA. 7.0 0.6 0.1 2.2 0.2 0 0.0 4.0 0.1 0.0 0 2.8 15 36 2 2 23 4.6 70 57 2 2 30 4.3 100 Table 4. Cbhtlcal suslyse sad toeprartueu of urflce waers-Coat@l*d Cbhical asye" ul at parts per wlll$oa, except specf t conductlaa,, pM, sad color-Coalsaued Disolved Alda Hadnu spaUm Cel Po. a CaCu cooduct. Tea- nof _M C Soiu t". Blea- aMess, __ m. n_- N1 W Cad CM tedus h I a" Col. P S disable WCum stum N) slum boa S* ( cS O Q C Me It .i (mo- 1t PH or s9 ds at *C) (6) UuI SP3IUo0 nFw uMA OU*rTAIX, hA. Feb. 6, 19U 6.2 0.01 n2 1.0 1.6 0.3 74 0.6 3.0 0.1 0.0 72 78 83 3 132 7.4 0 TO (6) IBLE SPRIIG Z. FLIDW NIE OUWTAIN, FA. Feb. .6 l.3.. 4.3 1 3.7 1.4 0.0 65 2.0 1.5 0.1 0.0 62 60 s 9 7.5T 2 70 ept. i...... 1 10.8 70 1.5 67 8 0 110 7.7 2 73 (7) UUT MILL CUM RLM a00 3UWO, FIA. Nov. 1, 1il6. 5.2 0.03 4.1 0.9 1.9 0.4 1S 0.4 2.2 0.1 0.3 23 25 1s 0 41 6.0 16 6 Feb. 7, 12.. 5.3. 6 4 2.6 .0 10 .4 4. .1 .0 22 31 10 2 31 7.1 50 66 ar. 6 ........ I 42.2 6.7 2. .6 2.8 .1 6 4..05.0 .1 .2 22 39 9 4 30 .0 90 5 ept. 12...... 1 17.7 14 3. 14 2 40 6.. 70 76 (8) WIlr lILL CsWC AE Tu CXIUhO FA. Iay 13, 2.93.. 1.8 0.02 46 11u 936 22 34 199 1860 0.1 0.0 2390 3510 600 572 5240 6.8 30 79 (9) CUaurAY BAYOU UII CAUALAY, nA. Nov. 13, 1961, 4.7 0.03 1.6 0.2 3.0 0.2 6 1.6 5.0 0.0 0.1 19 34 5 0 26 6.9 15 70 May 14, 1963.. .8 .01 296 971 8310 307 106 2010 14200 1.3 .0 26100 28000 4730 4640 34300 7.6 20 (10) CALIrAT BUT10o0 EA PAIAMA CITT, IA. ar. 9, 1962.. I 2.7 6.0 1.0 0.4 3.6 0.1 1 1.6 6.0 0.1 0.0 19 36 4 3 35 4.7 35 86 Sept. 10 ......I 9.9 0 4.8 4 4 39 4.5 120 76 (11) COODA B1O N LU CALLraT, FIA. Iov. 12, 161. 5.0 0.02 2.0 0.5 2.7 0.2 10 0.4 3.5 0.0 0.1 19 33 7 0 28 7.1 3 6 Sept. 14, 219e0 .- 3.0 2 2 24 4. 150 - ay 14, 1963.. 4.1 .07 2.4 .5 2.5 .3 9 .0 4.0 .0 .0 1 14 8 0 27 6.7 20 74 (12) CUSRICO CUME MNE CAI A AY, FA. aov. 13, 961. 6.6 0.01 1.8 0.5 2.5 0.2 8 0.4 3.5 0.0 0.0 18 21 6 0 24 0.8 4 72 Sept. 14, 1962 2 28 4 2 24 5.4 Table 4. Chemical analyses and temperatures of surface waters--Continued Cheslcal analyses, in parts per million, except specific conductance, pH, and color-Continued Dissolved solids Hardness Specific DM.i Cal-l Mag- Po. as CaCO) conduct- Ten- r s g e. sodium tas.- B Sulfat Chloride Fl- Cal- Resdue cl N ance Col- Per of dshge () a slum (N) slum bone C) ride tratsle cu- at NO- (mlcro- p or tur acoallecin (cts) (Ca) ( H)CO () ( NO) lated 1809C magmi- mhosa ro s slum e at 25'C) (13) ECONFINA CREEK NEAR BEllffEf, FLA. Nov. 15, 1961. 430 5.5 0.00 15 Feb. 5, 1962.. I 422 5.0 .00 15 Apr. 12-20.... 483 5.0 .01 17 Apr. 21-25, 27-30........ 463 4.7 .00 16 May 1-8....... 426 4.9 .00 16 May 9-11, 13-14, 21-23 388 4.7 .00 17 May 24-31..... 309 4.5 .00 17 June 1-10..... 396 6.9 .01 15 June 11-20.... 418 5.5 .02 16 June 21-23, 25, 30...... 410 5.7 .01 15 July 1-10..... 402 5.0 15 July 11-20.... 389 5.1 15 July 21-31.... 428 4.9 16 Aug. 1-10.... 421 5.0 16 Aug. 11-20.... 395 4.8 16 Aug. 24....... 630 - Aug. 21-23, 25-31 ........ 442 5.2 -- 16 Sept. 1-7,9-10 423 4.8 .01 15 Sept. 8....... 592 - Sept. 11-19... 543 5.1 .02 14 Sept. 20...... 618 - Sept. 21-30... 463 5.0 .01 14 Dec. 18....... 1 383 4.5 - 1.8 1.6 0.2 55 2.0 1.7 1.6 .2 53 .4 .2 2.1 .4 53 2.0 1.1 2.5 .5 52 2.0 1.9 1.7 .2 52 2.0 7.3 2.8 .1 56 1.2 1.8 1.3 .1 58 1.2 2.2 2.1 .2 54 1.2 1.6 1.5 .2 52 1.6 1.6 1.5 .1 52 .8 1.6 1.8 .1 51 .8 1.8 1.9 .1 52 2.0 1.0 2.0 .1 52 1.6 1.2 2.0 .1 52 1.6 1.7 2.0 .1 55 1.6 -- -- -- 31 - 1.0 2.3 .1 53 2.1 1.4 .2 35 - 68 1.5 1.9 .1 48 - -- 37 2.2 2.1 .1 51 - 53 2.0 0.0 0.1 55 54 45 0 96 7.5 2 70 2.8 .1 .3 53 59 44 1 94 7.4 5 69 2.5 .2 .5 56 66 44 0 102 7.5 10 - 2.5 .0 .4 56 66 44 2 100 7.5 10 - 2.0 .1 .0 55 52 48 6 101 7.5 5 - 3.0 .1 .0 58 53 48 2 105 7.1 5 - 2.0 .1 .0 57 51 50 2 103 7.3 5 - 3.5 .2 .2 59 59 46 2 102 7.4 8 - 2.5 .1 .2 54 56 44 2 95 7.5 9 - 1.5 .3 .2 53 55 44 2 94 7.5 14 - 1.5 .1 .0 1.8 .2 .1 1.8 .1 .1 1.8 .1 .1 2.0 .1 .0 2.0 -- 1.8 .1 .1 2.2 .1 .0 1.0 - 3.0 .1 .0 1.0 -. - 51 44 2 98 7.5 10 - 55 45 2 97 7.6 5 - 54 44 2 95 7.4 7 - 54 45 2 97 7.7 10 - 56 47 2 100 7.4 8 - - 64 7.4 -- 53 55 54 64 50 44 .8 2.5 .2 .2 52 58 44 -- 1.8 53 46 44 0 96 7.6 10 - 46 1 95 7.9 5 - - 120 8.0 - 41 2 87 7.2 20 - - 71 7.5 - 2 92 7.7 15 - 2 95 7.5 5 - (14) ECONFINA CREEK NEAR 8ETTS, PLA. 0.6 1.7 0.6 7 0.4 4 18 22 6 0 28 7.1 30 67 5 2 20 5.7 50 3.5 0.0 0.2 3.0 Nov. 13, 1961. Sept. 12, 1962 5.7 0.06 1.4 Table 4. Cbhomicl Oasly"s and tsperalturv of curfacs *laters--Contlinue Cbhlecal aaalyeos, n parts per $illson, except spocfitc co ductasnc, pM, and color--Coatlnued D1)1.auld ~~liva ll.irdeasI s I '. fic C al Po. I l .4 .40o .,. dUCt. I Tqa- Dae MLsA Siica Iro a CIl. Scdium t". Blca Sullfat Chloride Flu'- l. lu;l4.4i' n A ie Cc.i pr. oa dishrg (10 () clum lum (Na) lum bon S (3O0 (Cl) Vd "'w t Vl g. a (micro. P11 or at col(c) UaECO NA CIc(E ABOVu BL(K) SPRING, N ?A o MOUNTAIN, F o. C 1 (15) FOCNFIXA CRUX ASOVI SUlM SPRING, NEAR FOUNTAIN, FLA. Sept. 11, 1942 1 111 41 26 2 60 7.0 30 76 (16) E=ONFINA CREX NEAR COMPASS LAUC, FLA. Nov. 13, 1961. Feb. 5, 1962.. I Sept. 1 ...... 1 May 12, 1963.. I Feb. 6, 1962.. July 19....... Sept. 11...... Oct. 31....... May 12, 1963.. I 101 3 95.9 I 86.4 1 76 1.6 0.2 4 2.0 .4 3 1.- 2 1.5 .4 4 3.5 0.0 0.2 13 2.2 .1 .0 13 2.2 - 1.5 .1 .7 10 (17) ECONFIA CRZZX NEAR FOUNTAIN, FLA. 0.9 1.8 0.4 19 0.8 2.5 0.1 0.0 21 1.2 1.4 .2 23 .8 3.5 0.0 .0 34 - 25 1.8 - - 26 1.2 - 1.5 1.8 .4 30 .0 3.2 .0 .5 3: (18) ECCOrFIA CREl ABOVE GAINER SPRING, NEAR BE NETT, FLA. Apr. 11, 1962. I 318 Bept. U...... I 206 Apr. 11 1962A 1 468 Apr. 18...... I 468 Apr. 1C...... I 468 Sept. 11...... I 372 Apr. 11, 1962. Sept. 11...... 39.1 A Right bnk. B Center. C Left ank. 5.5 12 1.5 1.6 0.1 41 0.4 52 2.0 0.1 0.0 43 1.8 (19) ECONFINA CRIE U0W GAINER SPRING, NEAR BENIIT, FLA. 7 1.6 0.0 58 0.4 2.0 0.3 0.0 1 L 1.8 .2 61 2.0 .1 .0 1 1 1.6 .1 43 1.6 2.0 .1 .0 4 52 2.2 - (23) GAINER SPRINGS NX FAUf, wEA BOuENET, FIA. 5.3 18 3.2 1.9 0.1 65 61 0.8 3.0 0.2 0.0 65 2.2 51 36 2 80 7.5 20 68 44 2 91 7.2 15 76 102 7.2 2 70 110 7.5 2 69 82 7.2 8 70 107 7.2 7 74 65 58 4 115 7.2 2 70 62 52 2 109 7.3. 2 74 14 6.3 25 66 o1 5.6 40 16 6.3 46 14 6.0 S6 Table 4. Chemical analyses and temperatures of surface waters-Continued Ch.ecal analyses, in parts per million, except specific conductace, pH, and color-Continued SDissolved solids Hardness Specific a 2 G. Po- I ---- as CaCJ C conduct. Tem- Date Mean ilica Iron Cal- no- Sllum tis- Dr- Sulfate Cl.' rlde Fluo' Cal- Besidue anc Cal- Per- of discharge (mo3 c clam slum NI slum bonnte (603 ride train Cu- at Non- (miro- P uollo u. (cW (C1) 616 (K) (11co (F) (N to d 01 o magna. carcon. mhos (ON slum ate at25*C) (23) GAINER SPRINGS E F1IM, IEAR BErEET, FLA. 4.7 19 2.8 2.0 0.2 70 70 1.6 2.5 0.1 0.0 2.5 (23) GAINER SPRINGS SW FULI, NEAR BENNETT, FLA. 4.4 13 1.8 1.7 0.2 46 0.4 59 1.5 0.1 0.1 1.8 67 66 59 2 115 7.4 2 74 68 58 0 122 7.6 5 73 41. 50 40 2 82 7.3 7 70 58 50 2 104 7.5 2 73 (24) GIN POND OUTLET NEAR GREENEAD, FA. 1.4 0.3 0.3 14 0.6 0.1 1.6 0.1 2 0.0 2.0 0.1 0.0 6 11 2 0 14 5.1 2 50 (25) GODWIN BRCH SEAB GOREEU EAUD, FA. 0.4 0.1 1.3 0.1 0 0.0 3.0 0.1 0.0 26 2 2 15 4.6 45 52 (26) RAJMOND POND STEEPHEAD NEAR FOUNTAIN, FLA. Apr. 11, 1962. Sept. 11...... I Apr. 11, 1962. Sept. 11...... I Nar. 7, 1962.. I Mar. 7, 1962.. I Oct. 11, 1962. Mar. 8, 1962.. I Sept. 12...... I May 13, 1963.. Feb. 5, 1962.. may 22........ I July 16....... I Sept. 10...... I Oct. 30....... I Dec. 17....... 0.9 0.0 3 0.0 1.0 0.1 0.3 8 7 2 0 12 5.8 0 (27) JUNIPER CREEK NEAR YOUNGSTERS, FLA. 4.3 4.4 2.2 0.1 2.0 0.1 8 0.0 2.5 0.1 0.0 15 17 6 0 21 6.5 3 55 12 2 2.2 3 2 16 5.4 50 78 3.1 .08 2.6 .1 1.8 .1 10 .0 2.8 .1 .0 16 18 7 0 22 6.7 30 71 (28) LITTLE BEAR CREEK AT YOUNGSITOW, FLA. 3.3 0.01 1.6 0.0 1.5 0.2 5 0.0 2.2 0.1 0.2 12 18 4 0 18 6.0 10 64 23.3 3.4 1.8 .1 1.1 .2 4 .0 1.5 .1 .0 10 19 5 2 19 6.3 10 71 22.8 3.8 .02 1.0 .4 1.4 .1 5 .0 2.0 .0 .1 11 10 4 0 17 5.9 20 79 33.3 3 2.8 4 2 20 5.7 45 77 27.5 3.3 5 .5 11 4 0 17 6.1 6 64 31.2 3.6 -- 4 1.8 13 4 0 17 6.2 20 57 20.7 53.4 3.2 0.04 0.8 0.0 Table 4. CbIcsIcl usalylr d tep&rtur*s otf ure prr err,--CoatsaiM Chelntcl taoaly rs, ta parts per atlllto, esrcpt sp LIfeo condu tuac, pJ. ma color-Coastiau4 S---~--'--- -- Diolvd ids Hnarde SpedfIL ag. Po. ----- uCCOJ codudt. T Dam Col. sulfae Chloride &- I C tdu ** -" 8 Irce r Stum M Bu Cttortd n H1 c ro dis lung bow t s rids trl ft- at- l ,. Pmf- l w " dh6C4 (- a Sihamr (Ha) Sum (501) (CI) ", : I IC F o.1 o r 6011b444" (cCCO (1) (NO, ltasd 1309C (29) MILL BAYTOO1 I LYIS AYvI, Iu. o. 1.3, 11. i.6 0.03 7.3 50 2.6 34 15 91 0.1 0.1 193 193 53 332 370 7.1 5 73 lKo. 3 1963. 1 1.7 1 .6 4.2 .7 5.0 .2 a 6.0 7.0 .1 .0 33 44 14 7 53 6.3 30 64 (30) MIWCIASl C~1K 1AX ZgCONFMA, UA. Ieb. A, 16i.. 3.6 0.05 3.0 0.1 2.0 0.1 10 1.6 1.i 0.1 0.0 17 22 1 0 26 6.6 10 63 so".L13. 5 2.5 a 4 235.0170 - s"3, 1 :.. 1. .06 2.6 .1 1. .1 10 .0 2.3 .1 .6 14 14 7 0 23 6.6 30 71 (31) PIGO30 CRIB UAR V13T BT, FLA. low. 15, 131. .0 0. 5.0 0. 5 2.5 0.3 17 0.6 3.S 0.0 0.2 26 33 14 0 41 7.3 16 W Feb. 7, 1002.. -- 6.1 .04 3.2 .4 3.0 .2 10 1.2 4.2 .1 .0 22 24 10 2 33 6.7 20 51 . .......1 4. 4.0 -- 2.2 .4 3.0 .1 6 .4 6.0 .1 .0 27 7 30 6.5 May 12, i3.. 1 1.3 6.1 .09 6.4 .7 2.5 .3 22 .0 4.2 .1 2.2 34 14 19 1 66 7.0 30 71 (32) SAND 003ArrIs 11 ASC AQ B GRECazAD, IU. Mar. 8, 132.. I 0.5 2.7 0.4 0.2 1.6 0.1 1 0.0 2.5 0.1 0.0 8 1i 3 1 17 4.9 35 4 (33) SAXDT C3T 25A PAIAU CITY, FIA. NoW. 3, 13 1. 6.4 0.05 4.2 0.4 2.3 0.4 14 0.4 3.2 0.0 0.1 24 23 13 0 37 7.0 3 10 ipt. 14,i 196 3.7 .- -2 3.0 4 2 22 .1 0 ay 4, 1963.. 3 1.0 3.8 .10 4.6 .0 2.5 .3 13 .0 3.5 .1 .0 22 20 13 2 38 6. 30 76 (34) SIrXDL S3WAMP OUTLIVE TO ORT LAZU, SUR GREM BE.D, FA. lar. 8, .963.. I 3.8 5.4 0.6 0.2 2.0 0.1 0 0.0 3.0 0.1 0.0 11 28 3 2 22 4.6 45 47 (36) UXUAED SPRING II l5rO TAIN, FIA. Apr. 10, 1362. 5.0 16 1.9 1.5 0.3 55 0.8 2.0 0.1 0.0 55 61 48 3 100 7.3 5 Table 4. Chemical analyse and temperatures of surface waters-Contlnued Chemical analyses, nl parts per million, except specific conductance, pH, and color-Contioued Dissolvedsolids Hardness Specific lag- Po- as CaCO) conduct T- Silica Iron lice- Sodium Cs- Sulte Chlorde Cl1- residue Z Cnl- pe collection (cis) (O 0 ((o( (sm) ((J slum (micro- IsoC magne on slum ate at 25Q C (36) WETAPPO CRBEEE EAa R WnITCHA, FLA. Nov. 13, 1961. Apr. 23, 1962. June 22....... Aug. 13....... Sept. 14...... Mor. 25....... May 14, 1963.. 24.3 21 43.3 33 44.3 10.5 0.4 7 .0 2 .3 2 .1 1 - 6 S 2 .5 9 ).4 3.8 1.2 5.0 .8 4.5 .4 4.2 - 2.0 - 4.0 .0 4.5 25 6.3 25 5.3 27- 5.2 28 4.9 26 5.8 29 5.3 32 6.6 (37) WHITE OAK CREEX NEAR GREERBEAD, FLA. ls Feb. 6, 1962.. 1t Mar. 7........ Apr. 26....... June 21....... Aug. 16....... Nov. 29....... Jan. 17, 1963. Apr. 13, 1962. Sept. 11...... Feb. 6, 1962.. May 8, 1962... 6.3 4.5 12 4.7 4.5 4.8 0.1 2 .0 2 .0 2 0.10 .12 0.1 0.0 .1 .0 .2 .0 .0 .0 .2 .0 (38) WILLIFOID SPRING NEAR BMiETT1, FLA. 4.5 28 2.4 1.7 0.3 90 0.0 3.0 0.1 0.0 76 2.0 (39) CLARES DLE NEAR GRESMEAD, FLA. 1.2 0.02 2.4 84 88 80 6 250 7.2 0 70 64 2 128 7.5 72 2.7 0.3 3 0.0 4.8 0.1 0.2 13 34 6 4 32 5.4 30 60 (40) COMPASS LAKE AT COMPASS LE, FLA. 0.5 1.2 0.2 1.4 0.2 2 0.0 2.5 0.1 0.0 7 20 4 2.0 18 5.6 3 (41) GAP POND NEAR GEEM8EAD, FLA. 2.2 0.1 0.4 9 20 5 2 22 6.3 10 61 Feb. 6, 1962.. 0.5 0.02 1.6 0.2 1.6 0.2 4 0.0 Table 4. Cbeetalt anal).., sad teapersturo. of suurfac wsler.--Constlmud ch..i..a1 anassnu.e ifl part. e li. ,..t,4. .dA. - DOt Mean s111i Iron Cal. o dischrge (1o10 (FI) clum A1 Colectlloo (cis) (Ce) (5 Feb. 4, 1963.. Feb. 6, 1986.. reb. 7, 1962.. Apr. 24, 1963. Juae 21....... Aug. 15....... Nov. 39....... Jan. 17, 1963. Feb. 6, 1962.. Sept. 13...... May 13, 1963.. reb. 6, 1962.. Feb ........ rob. 6, 1962.. 9.60 0.3 0.3 1.2 2.74 2.9 3.44 2.9 2.25 -- 2.24 -- 1.86 1.4 0.7 4.69 .6 6.1 4.4 0.2 0.01 0.01 O. O 0.00 .01 0.00 . 01- .02 0.09 .06 0.02 1.8 1.4 0.8 153 236 256 0.6 0.6 1.0 1.4 61 74 Dlssolved soldd HAlrdans Bpeclfl ?. Bodium tau. Be Sullu Chlorbie Ri CaCO 0 duct. tum (Na) ,lum bO S)r ride ira o -I Lo au. ln. ( ro. PH 9)r (K Dco o (I) (NOJ 80 o m(co- isb. mho, slum sta at 89C) (43) GULLY POND NXAR OU IMNAD, FLA 0.0 3.0 0.2 3 0.6 1.6 0.1 0.0 8 16 3 0 80 5.4 (43) HAMMOCK LAKE NEAR ORDERED, fIA. 0.0 3.0 0.3 2 3.4 2.5 0.1 0.4 10 15 4 23 1 6.4 (44) ERIAL LAKE NEAR GROU HUAD, FLA. 0.2 1.9 0.0 3 2.0 8.6 0.1 0.0 10 9 3 2 17 5.5 (45) NORTH BAY AT LYNN AVDI, FLA. 46 3800 139 66 810 6650 0.7 0.0 12000 13940 2210 3160 19000 7.0 52 5760 223 94 1300 9900 .7 6.9 18100 20000 3270 3190 26800 7.3 .. 10200 -- -- 28100 -- 12400 -- -- 28300 -- 5I 6240 246 96 1630 11300 .8 183 20500 21400 3702 3624 12000 7.5 (48) PORTER LAKE NEAR OGREEN EAD, MFA. 0.1 1.6 0.2 2 0.0 3.0 0.1 0.1 6 16 2 0 16 0.3 1 -- 2. -- -- -- 2 2 20 .1 .5 2., .4 4 1.6 3.0 .1 .7 12 26 4 0 3 5.7 (47) STILL POND NEAR GoUR EAD, FLA. 0.5 2.0 0.3 1 5.2 0.1 0.0 19 37 4 2 25 4.6 .4 2.4 .3 1 4.8 3.0 .1 .0 17 25 4 3 24 4.9 (48) WAGES POND NHEA OGRUMAD, FLA. 0.1 1.8 0.2 4 0.4 1.3 0.1 0.0 7 14 4 0 18 5;7 , p up p ee e con uc d Tom- Col, P er or ure 10 63 1 63 1 IS5 30 - 10 89 16 90 a 60 20 - S 60 1 - 20 92 80 64 50 60 20 60 Table 5. Daily specific conductance and temperature of surface water Refer to table I for description and location of station indicated by number and name 13, ECOlFINA CREE NEAR BENNEIT, FLA. Specific conductance (micromhos at 25C) April to September 1962 Much April June July October November December January February August September Day L.Peoe 2..... 3..... 4.... 5..... 7..... 910..... 11.... 12..... 13..... 14..... 15..... 16..... .17... 18..... 19.... 20..... 21.... 22..... 23..... 24..... 26..... 27.*... 28..6.. 29..... 30.... 31..... Average I -- 102 98 93 04 93 -~- ~- -~- --- -- 88 120 95 91 100 -- 95 89 98 86 100 -- q6 96 99 94 100 107 9q 100 97 101 106 99 89 104 101 100 104 75 102 101 112 109 92 99 101 105 115 96 86 12? 123 103 98 88 88 -- 93 98 100 89 86 101 99 100 94 104 93 108 99 98 97 104 109 94 94 99 93 103 106 85 97 104 84 89 -- 104 82 104 72 103 -- 91 86 109 89 107 -- 95 97 101 9? 92 -- 99 8? 88 88 99 -- 98 98 90 8? 102 90 96 102 69 119 101 100 91 99 92 95 100 89 97 103 93 94 100 91 103 80 98 127 101 -- 99 62 98 105 104 93 100 94 98 - 101 92 100 92 90 90 103 96 92 99 93 97 104 99 88 95 90 91 102 97 94 91 93 R6 105 96 89 97 95 -- 100 -- 4 99 Table 6. Daily sp*Otfc condu4tnoo* mad tomproture of surfsIo wter-,CoatinAed 13. KICOWXFI CREKx WIEA BnrfIT, riA. -pasitc tooaductasce (qteroro as at j) water Tear Ocober 1 i96 to S eaptaber 1983 Day October November December Jauuary February Mrch April May Juw July Aug* September 1,,... 9t 96 58 86 83 03 94 82 94 80 77 64 2.,,. 85 9 52 91 89 71 95 87 96 85 11i aS 3,,,,. 77 96 62 2 87 75 95 95 96 90 79 89 4..... at 96 92 99 87 81 95 97 97 91 014 90 5..... 73 97 93 94 86 83 C6 99 46 93 42 84 6.,,9 861 100 56 92 87 85 96 106 96 95 AS 83 7..... 90 988 96 85 87 85 a 98 97 94 96 89 8.*... 93 96 94 88 87 85 78 96 97 8B R3 88 9..... 92 75 93 92 87 86 86 100 99 60 87 90 10..... 62 74 66 92 87 86 91 102 97 5 814 89 11..... 78 83 95 96 95 89 94 99 94 70 06 91 12..... 95 90 94 78 82 87 93 103 96 8 '74 91 13..... 92 86 93 53 79 87 95 93 95 99 r) 9? 14..... 94 86 95 73 84 74 95 88 96 90 71 ON 15..... 94 92 95 84 87 75 95 89 97 94 45 90 16..... 94 92 94 87 BI 105 98 93 97 87 64 91 17..... 4 9 9 9 90 88 85 97 96 98 90 77 88 16..... 104 95 96 86 89 84 98 97 77 88 80 91 19.... 95 100 97 84 78 86 97 93 72 79 s0 91 20..... 95 95 97 80 68 88 97 106 69 85 79 92 21..... q9 95 99 49 78 88 97 94 77 84 73 92 22..... 94 86 97 51 87 89 98 8s 86 80 73 91 23..... 92 81 99 77 87 89 97 93 72 71 78 I8 24..... 95 90 97 81 88 89 98 93 79 76 82 87 S2..... 95 95 96 85 73 92 100 97 8s 60 84 93 26.... 96 95 80 85 79 84 100 107 84 44 AS 94 27..... 95 98 75 85 81 86 99 99 9 43 87 92 28..... 100 9 80 84 85 88 99 99 91 68 79 90 29..... 98 95 88 85 88 99 100 P3 67 84 40 30 .... 97 89 89 85 89 99 96 A7 6? 97 39 31..... 97 89 86 92 -- 97 79 96 - Average 91 92 87 82 84 85 95 96 89 78 1 0 84 Table 5. Daily specific conductance and temperature of surface twter-Continued 13. ECONFZNA CREEE NIER Bs IT, FLA. Specific conductance (microaos at 25C) water year October 1963 to September 1964 Day October November December January February March April May June July Augst September 1..... 72 89 119 50 71 69 71 68 85 n0 5 85 2..... 77 88 110 58 76 80 74 57 85 79 74 85 3.,... 53 86 114 75 79 54 74 49 85 83 78 85 4..... 74 89 74 81 78 46 72 50 86 78 1A 64 5.... 79 89 78 78 79 53 76 66 P6 68 80 75 6..... 82 88 88 77 60 70 74 71 86 76 74 81 7..... 84 88 89 60 65 75 65 73 68 R3 75 67 ...*.. 86 88 89 54 67 77 68 73 82 87 57 80 9..... 86 SO 90 42 67 71 71 74 80 88 48 81 10.... 87 90 89 37 72 72 73 74 79 88 73 82 11..... 87 88 91 43 75 76 75 75 P1 91 57 77 12..... 87 88 91 s5 78 76 77 76 8' 72 60 39 13..... 88 90 70 52 78 77 75 75 83 79 52 33 14..... 88 90 53 62 78 75 69 74 82 75 65 50 15..... 88 90 53 70 79 84 49 77 84 82 76 67 16..... 88 90 75 75 7 74 61 49 77 R3 81 79 74 17.... 89 90 81 64 77 67 72 78 86 R6 79 75 18..... SC 90 85 55 69 72 75 90 86 84 79 76 19..... 9C 90 85 64 51 87 74 40 PA 61 76 79 20..... sC 90 85 69 60 59 76 79 87 49 74 78 21..... 9C 91 85 70 73 51 76 80 87 42 68 83 22..... 91 91 86 72 76 68 75 80 P7 40 55 79 23..... 90 89 85 74 77 73 77 82 88 70 52 To 24..... 90 78 77 74 78 74 75 91 sP 80 59 79 25..... 89 84 82 75 78 71 77 76 76 72 72 80 26..... 89 86 85 73 68 62 78 76 76 44 74 83 27..... 89 66 85 75 68 57 55 7Q 76 62 79 80 28..... 9C 88 86 77 37 56 46 R9 80 55 82 80 29..... 94 69 84 78 37 68 48 82 PO 61 80 R? 30..... 92 69 88 79 71 57 91 PO 73 80 87 31..... 92 77 79 73 84 I 0 "I - Average 85 87 84 66 69 68 69 t 73 74 71 1 74 Table 6, w Dally *peciftc coaductoace sad teperSture of surface watep-Continued 18, ICONFINA CE LABOTI GAIWIR S fINGS, UI Belr lKTT, ULA, utite g Ioductan a (Nicrao s At @*C) wte *ea v ecobar b 1961 to Bntl br II Day October November December Jauuary Februay Marh April May June July Auput September .. -- 98 74 86 79 1a 111 87 97 71 74 9Q 2.'. 97 76 87 83 58 95 84 98 4 68 8 2"" -- 97 85 89 83 69 93 92 99 92 75 II 4"", 96 59 93 79 76 94 97 99 97 78 86 s5e,* 98 90 92 82 80 93 95 110 97 81 90 6 -- 97 90 92 84 79 97 99 101 97 82 84 7".. 97 89 79 85 80 62 98 102 as 84 84 8:. -- 97 90 86 90 81 71 100 102 87 93 89 9." -- 55 90 90 85 85 92 101 103 03 Bs 89 10,. -" 64 91 92 85 87 89 100 104 48 al 90 11,. 75 83 93 92 86 83 90 100 103 71 68 95 ..12o. 87 89 91 46 71 84 93 104 101 85 66 91 13.... 96 80 91 42 72 86 97 101 100 91 73 92 14..... 92 87 92 64 79 62 97 83 100 92 65 91 15..... 94 90 93 75 82 67 94 84 101 90 54 92 16.**.@ 94 91 92 80 85 79 95 93 102 92 58 89 170t..0 94 92 93 83 84 81 95 96 103 85 77 89 LB.4-.. 99 93 82 81 83 86 98 98 83 88 75 90 19..,.. 95 91 89 74 51 85 95 87 74 83 68 89 20.... 94 92 91 76 55 92 98 95 68 88 69 92 21.... 100 92 92 61 69 67 98 94 82 88 65 92 22,0*** 96 73 91 66 80 87 98 86 90 80 65 91 23S,,,* 94 77 94 68 81 87 99 87 67 78 83 89 24-.*., 97 85 92 67 79 88 98 91 83 87 92 90 25s..- 96 90 93 74 64 86 98 97 86 59 81 91 26..... 96 90 67 76 71 90 98 97 85 43 85 92 27t***. 100 91 63 73 73 77 99 98 90 42 92 91 28.... 9 91 71 73 79 82 100 100 94 65 AS 43 29 .... 96 91 79 82 87 99 101 66 51 84 70 30... 97 90 77 78 89 98 96 70 59 84 50 31..... 96 61 7 as 95 73 86 - Average 88 86 77 77 81 94 94 92 77 76 86 Table 5. Daily specific conductance and temperature of surface water--Continted 18. SCONFINA CRE ABOVE GAINE SPRINGS, NEAR BEINETT, FLA. Specific conductance (icroahoa at 25*) October to Decaeber 1963 Day October November December January February MMch April May June July August September 1....w 61 89 76 2w...* 4S 85 78 3..... 45 82 83 4..... ~d 85 76 5..... 72 86 82 6*...* 75 84 83 7...*. 77 s5 85 8..... 76 66 84 9..... 78 87 85 10.0.** 82 84 85 11-...*. 3 66 86 12.*.-. 7S 85 85 130.... 84 68 54 14..... 83 88 39 15.,0.. 84 s8 5C 16..... 63 88 67 17.0.... 7 8s 73 18..... 64 E8 76 19.... 87 88 78 20..... E5 E9 78 21 .... 85 ES 80 22..... 6E 89 78 230..*. 86 E8 78 24.... 86 73 71 25 ..... 8 79 77 26.*... 84 84 79 27o..... a 83 8C 28..... 6t 84 82 29*.... 87 !1 83 30*.... 87 60 84 31s.... 87 -- 76 Average 79 63 76 Table B. Daily speotio oonductance and tonperture of surtfa* ntol-C-ontlnuod 21, 5COWID A CRUX ALIOV WILL POID rPUNGO, uEA BIWmEr, i., Sptci 1tc o-dootanao (at roboG at C) water yOa October 1982 to aepti ber 1963 Day October Novembeer Deember January Febeary March April MUy June July Aupu September 1oos.. o 51 70 55 63 65 57 tO 59 56 68 i.... 81 5I 72 61 39 71 67 83 67 54 67 3eo*. 14 70 72 61 52 72 s0 83 65 53 66 4-.... 0 73 75 521 I 72 70 85 74 57 68 5 .... 8 6g 75 76 1 62 71 I8 89 76 61' 7 6:o... 11 74 73 64 63 72 s0 84 7 61 62 7V H1 74 60 65 65 40 0 0 54 65 63 65 I:: 82 7 66 64 65 55 2 85 63 77 70 g..... 39 75 75 66 68 61 81 85 34 66 70 10 44 77 73 66 66 69 63 15 29 72 70 1*. 55 67 78 71 64 66 68 83 86 45 54 72 12..... iC 72 76 29 49 66 70 84 82 64 44 72 13...-w 74 42 77 28 !1 67 70 82 al 67 56 75 146* 74 72 76 45 62 39 71 56 82 73 54 76 As.1 d7 7T4 77 77 60 63 45 71 58 84 67 37 75 16 .... 5 7 6 6 63 62 74 73 86 68 35 C 17Aver. IC 76 77 69 66 66 73 77 85 57 48 72 14.00 0 78 is 1 76 66 67 66 75 80 57 61 53 71 19g.es 4C 77T 77 62 32 67 75 67 49 54 46 71 20*o*.. 75 79 77 61 38 69 75 75 43 64 52 75 21o- 04 61 77 29 50 72 7S 74 60 65 54 75 22owo. 15 62 76 32 61 69 74 63 72 54 5Z 73 23-s.. t7 63 76 51 62 69 76 72 40 51 52 70 24..... 77 9 78 58 63 68 77 78 60 59 68 73 259000. 7q 73 76 62 42 68 76 91 65 35 68 74 26000*, tS 75 47 62 56 TO 77 79 64 28 70 7s 270-4 IC 77 44 57 58 61 77 78 71 28 67 73 280-foo 75 77 52 58 62 64 79 82 73 45 66 28 290.o0. eC 77 62 56 67 79 84 39. 33 68 24 30.... 13 72 56 .6C 7 7 7ts 43 37 6Y 26 31 ..... 65 6 76 69 77 54 70 - Averae 73 70 6C 58 63 71 776 0 2 55 57 66 Table 5. Dally specific conductance and temperature of surface water-Continued 21. EC01FINA CREEE ABOVE WILLIFORD SPRINGS, NEAR BEI.TT, FL&. S____ ____Secific ca ductance (.inosoB at 25'C) Octobt r to DecWber 196l Day October November December January February March April May June July Aupgst September 1. 45 70 - 2..... 31 67 - 3..... 31 64 - 4..... 50 66 - 5..... 56 67 - 6. s. 5 65 - 7.... 6 61 66 - 8 ... $ 66 - 9..... 59 68 - 10..... 63 64 - 11..... 63 66 - 12..... 63 67 - 13.. 66 70 14... 65 69 - 15.... 66 69 - 16..... 64 68 - 17..... 66 67 51 18..... 66 68 57 19..... 6 69 59 20..... 65 69 59 21h.. 68 70 62 22..... 67 69 59 23..... 68 69 58 24..... 65 51 50 25..* 68 59 55 26..... 67 64 58 27..... 65 63 62 28. **, 67 64 62 29..... 75 32 62 30... 70 41 64 31..... 70 54__ _ Average 61 64__ Table 6, DaIly peotlo oeoductanc and tempeMoturoe of Surtfae Mstor-Cont~ned 3., G11n SPRINGl8 NAU BMrI T, PLA, 89pifti coaduetaace (uterom ee at *C) water ear October 1989 to eptember 1943 Olobr Nfember Deembr January Febuary Mareh April 124 123 121 121 IIS 120 120 114 115 114 112 113 113 112 114 113 112 112 112 113 112 113 112 113 113 112 113 113 112 115 i1s 117 115 112 113 112 102 116 114 113 112 112 112 112 111 115 116 111 111 111 116 112 112 111 111 120 111 112 112 113 111 112 112 111 113 111 115 112 113 113 115 Its 114 111 112 112 114 114 120 120 121 117 114 120 110 109 108 110 110 111 111 111 110 115 113 113 114 119 114 115 115 114 114 115 115 119 116 116 114 114 114 115 115 115 115 115 115 115 115 115 110 110 110 110 110 110 110 110 110 110 110 110 110 110 110 110 110 110 110 110 110 110 110 110 110 110 110 Ila 110 110 110 110 LtI 110 LIO tio 110 110 110 Ito 110 110 110 110 110 1tO 110 110 110 110 110 114 127 117 119 114 116 114 115 115 116 115 114 115 115 115 115 115 116 114 116 114 116 115 114 116 114 114 114 114 114 - ~ May 114 114 114 114 114 115 lit 114 114 114 114 IIS 115 117 114 114 114 114 Its ilt 115 115 114 11s 114 115 114 114 114 114 114 114 115 117 Jose July Aufgt Selptmber 110 111 112 114 110 112 112 lit 112 110 113 112 113 11? 110 111 110 110 109 110 110 110 110 110 110 112 111 113 112 112 - I l0' 110 110 lIo 110 110 110 110 110 110 110 110 110 110 110 110 110 110 110 110 110 110 110 110 110 108 110 110 Ito 107 110 110 109 110 110 110 110 110 110 110 110 Ila 110 110 112 ItO 110 ion I10 110 110 110 110 110 110 111 110 110 110 110 110 110 110 110 110 110 110 110 Ill 110 110 110 110 109 110 111 110 109 110 110 109 110 110 Ill 111 111 Ill 110 110 110 110 110 110 106 111 Day 1...6 2..... 4..... 3oseee 7..... 10...- 11..... 12..... 13..... 14...*. 15..... 16..... 17*.... 18..... 19..... 20..... 22..... 23..... 24..*** 25..... 26..... 27.... 28.... 29.... 30o..*. 31.... 121 119 122 119 117 117 117 117 118 121 121 123 120 121 120 120 121 120 120 121 120 Average 114 112 113 115 110 115 114 lit 109 11 109 -I - I m L K ie mi n im i L Table 6. Daily specific conductance and temperature of surface water--Continued 23. GAINER SPRINGS NEAR BNNETT, FLA. Specific conductance (micromhos at 25'C) October to December 1963 Day October November December January February March April May June July August September 1..... 111 111 109 109 2..... Ill 111 110 110 3..... 111 111 110 110 4..... 111 111 110 106 5..... 111 111 110 110 6..... 111 111 110 110 7..... 111 111 110 110 8..... ill illI la 110 9..... 111 111 110 110 10..... 111 111 110 109 11..... 111 111 110 110 12..... 111 111 110 110 13..... 111 111 110 110 14..... 111 111 110 110 15..... 111 111 110 110 16..... 111 111 110 110 17..... 111 111 11C 111 18..... 111 111 110 111 19.... 111 111 10 111 20..... 111 111 110 110 21..... 111 111 11C 109 22..... 109 109 110 110 23..... Ill 111 114 110 24..... 100 100 110 110 25..... 111 111 110 110 26..... 111 111 110 110 27....; 111 111 110 110 28..... 111 111 110 110 29..... 110 110 110 110 30..... 111 111 110 111 31..... 110 110 -- 111__ Average Io1 110 110 109 Table 5. Daily specific conductance and tuperature of surface water--Contlnued 38. WILIIfORD SPRING NEAR BD fTT, FLA, pacific conductanue (xtcroxhos at 2*C water Yar October 19 tr Day October November December January February March April May June July Augutl September .... 131 132 132 130 129 12? 132 121 78 125 12 .... -- 130 130 132 130 129 123 132 128 128 125 129 3..... -- 132 33 131 130 123 121 131 177 124 177 129 4..... 131 133 131 131 127 120 131 129 129 12 130 5..... 131 130 131 129 122 120 131 128 121 125 130 6.... -- 131 132 130 129 126 121 132 128 121 125 130 71... -- 132 132 130 129 125 121 134 127 125 125 129 8.... 131 133 131 130 123 122 132 129 129 125 129 9..... -- 131 135 131 130 129 122 132 127 129 125 130 10..... -- 131 133 130 130 123 123 131 128 125 125 130 11..... 138 131 133 130 130 124 123 131 128 129 125 130 12..... 132 131 134 131 129 124 123 131 129 128 125 130 13.... 132 131 133 134 131 124 122 131 130 125 125 130 14..... 132 131 132 129 131 122 122 136 130 127 125 130 15..... 132 128 134 131 131 122 122 134 128 127 126 130 16.... 132 131 134 132 130 123 122 131 128 121 128 130 17..... 132 131 133 132 132 123 122 135 12P 128 128 130 18..... 132 129 130 131 131 122 122 131 129 132 127 130 19..... 134 130 131 131 130 124 90 131 129 125 127 130 20..... 132 130 140 133 130 123 121 131 12R 125 130 128 21..... 131 130 130 131 130 124 122 133 127 125 128 126 22..... 132 131 130 129 130 126 122 131 129 126 128 126 23..... 134 130 131 129 130 127 122 131 124 127 128 128 24..... 133 130 132 131 130 125 123 131 129 127 128 128 25.... 131 131 132 136 129 125 122 130 128 127 128 128 26... 132 130 133 131 129 124 122 132 128 127 131 128 27..... 131 129 134 131 130 123 122 131 128 127 125 128 28..... 131 129 132 130 129 123 122 131 127 128 128 128 29..... 132 130 13C 131 123 122 131 129 128 128 128 30..... 132 130 130 130 124 122 131 128 128 129 130 31..... 131 130 131 124 -- 131 128 125 127 Average 130 132 131 130 124 120 131 128 126 126 128 Table 5. Daily specific conductance and temperature of surface water-Continued 38. WILLIFORD SPRING NEAR BENNETT, FLA S __ecific cnductance (micromhos at 250Q) October to December 1963 Day October November December January February March April May June July August September 1..... 2... 3..... 6..... 6..... 7. 8.**=* 7..... 12 ..... 1 ..... 1 ..... 17 ... 19..... 20..... 21..... 22..... 23.... 24..... 25..... 26..... 27..... 28..... 29.... 30..... 31..... 128 128 128 128 128 128 122 128 128 128 128 128 128 128 128 128 128 128 128 128 128 128 128 128 128 128 126 128 128 128 126 m- 129 124 128 124 129 122 124 129 122 122 129 121 129 129 126 Average 127 128 - Table 6, Daily apeoific conductanoe and temperature of surface cwter-Continued 13, ECONFINA CREEK NEAR BENNHET, FLA, Temperature ('F) of water, January to September 1962 Day Month Average 1213 4 5 6 78 910 111 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30131 January Maximum .,,. Minimum .0.. February Maximum .... Minimum .... March Maximum .... Minimum .., April Maximum .... Minimum .... Miay Maximum .... Minimum .... June Maximum .... Minimum .... July Maximum .... Minimum .... August Maximum .... Minimum .... September Maximum .... Minimum .... 67 68 66 66 66 67 64 66 67 67 64 66 72 72 70 70 76 75 73 73 74 74 -- 74 75 76 73 73 76 76 73 73 65 66 63 63 67 67 64 65 69 70 68 68 73 74 70 71 74 74 73 73 75 76 74 74 75 76 74 74 74 74 73 74 68 67 66 65 69 70 67 69 70 70 68 67 74 74 71 71 76 74 72 73 76 77 74 74 76 76 74 74 74 75 73 74 67i68 65 65 71 72 70 70 71 70 69 70 73 74 72 72 74 74 73 73 77 75 73 74 76 76 73 73 74 74 73 72 68 68 66 66 68 68 65 65 68 69 66 67 74 74 72 72 76 75 74 73 74 75 72 73 74 75 73 73 73 74 73 73 ' '~' Table 5. Daily specific conductance and temperature of surface water--Continued 13. ECONFINA CREEK NEAR BENNETT, FLA. Temperature (F) of water, water year October 1962 to September 1963 Day Month Dy iAvege 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 October Maximum.... 72 72 73 73 73733 7 73 74.73 73 72 73 73 73 73 73 73 72 71 71 71 71 70 68 67 67 68 69 69 69 71 Minimum.... 70 71 71 71 71 171 72 71 71 71 711 71 71 71 71 71 69 70 71 69 68 67 66 65 65 67 69 67 70 November Maximum.... 67 67 67 67 67 66 67 68 67 65 67 67 67 67 66 68 69 70 69 69 69 69 67 67 67 67 66 66 67 67 67 Minimum.... 65 65 66 66 65 65 65 67 65 65 65 66 67 66 65 66 67 69 67 68 69 67 65 65 65 65 65 66 66 66- 33 December Maximum.... 66 67 66 67 67 65 65 65 65 64 65 64 61 63 63 65 66 65 65 67 68 68 67 67 67 66 64 65 666 -- 66 Minimum.... 65 65 .65 65 65 64 63 65 64 63 63 61 61 61 61 63 65 65 65 65 67 67 67 65 65 63 63 63 65 64 64 January Maximum.... 64 63 63 64 65 65 64 63 64 65 67 67 66 61 62 61 62 64 65 66 64 59 62 61 60 61 62 61 63 63 65 6 Minimum .... 63 62 62 62 63 64 63 63 63 63 65 65 61 60 61 61 61 62 64 64 59 57 59 59 59 59 61 60 61 63 63 62 February SMaximum.... 66 6 67 65 64 65 65 64 65 6565 63 62 63 63 63 63 63 61 63 63 6 3 63 6363 6363 -- 64 Minimum.... 65 66 65 63 63 63 6363 6363 65 63 60 60 61 61 61 63 60 59 606 61 61 62 60 61 61 61- 62 March Maximum.... 63 63 64 66 68 68 66 66 65 67 69 71 71 71 70 69 71 72 72 71 69 67 67 67 67 69 69 69 969 69 6 68 Minimum.... 63 61 62 64 66 66 64 63 64 65 66 68 69 69 67 68 69 69 70 69 67 65 64 65 65 67 67 65 65 65 67 66 April Maximum.... 70 71 71 71 71 71 68 69 69 71 73 71 71 71 69 71 71711 72 73 73 73 73 72 71 72 7171 72 71 71 Minimum.... 67 67 68 6 69 68 6765 66 69 70 70 69 67 67 67 67 69 69 71 71 71 71 71 69 69 70 69 7171 69 May Maximum.... 71 69 70 72 73 73 73 74 74 73 74 74 73 73 73 74 75 733 73 7 73 73 73 7373 7 74 73 73 74 73 79 Minimum.... 69 67 68 69 69 691 70 71 71 71 71 71 71 71 71 71 71 72 71 71 7171 71 1 171 171 71 71 71 71 71 71 71 71 June Maximum.... 74 74 74 73 73 74 74 75 74 74 757475767576 75 73 73 74 75 73 73 73 74 74 73 733 7 74 Minimum.... 717 71 71 7171 71 71 72 72 72 73 73 73 73 73 73 3 73 72 72 73 72 72 72 71 71 72 77 72 72 July Maximum.... 75 75 75 75 75 75 76 74 73 75 74 74 74 73 73 75 5 75 76 76 75 76 75 75 73 73 75 75 5 76 75 75 Minimum.... 72 72 73 73 73 73 73 73 73 7.3 71 71 71 72 72 71 73 73 73 74 74 74 75 7373 73 7374 773 74 73 August Maximum .... 75 75 76 75 77 77 77 75 76 76 77 75 77 75 75 75 75 75 75 75 75 75 75 75 75 76 75 75 75 79 75 79 Minimum .... 73 7 74 5 74 74 74 75 75 75 75 75 74 75 75 75 74 73 73 73 73 73 73 73 74 74 74 73 73 74 74 September Maximum.... 75 75 75 76 75 75 75 57575 75 75 7575 74 73 73 73 74 76 73 74 73 73 73 73 72 72 73 72- 74 Minimum .... 73 74 74 74 4 73 73 773 733 73 73 73 73 7 3 73 73 72 72 73 73 72 71 71 72 772 72 71 73 Table 6. Daily specific conductance and temperature of surface water-Continued 13, ECONFINA CREEK HEAR RENNETT, FLA, Temperature ('F) of water, water year October 1963 to September 1964 Day Month ---- Average 3 12 3 4 5 6 7 8 9 10 11 12 13114 15 16 17118 19 20 21122 23 24 25 26 27 28 29 30 31 _ rMa u 71 72 7272 73 73 72172 71172 71170 71 72 71 72 72 71 70 71 71 71 70 71 71 72 72 72 72 69 68 71 Minimum 70 71 71 71 71 71 71'69 69 70 69 68 69 70 69 70 0 69 68 69 69 69 69 70 71 71 70 71 69 67 66 70 November I 7 1 i M um .... 69 6 67 68 69 70' 70;69 69 69 69 69 6 6 66 66 67 68 68 69 69 70 69 69 68 69 70 70 70 66 68 Minimum.... 6767 65 66 69:69 68 68 68 69 67 6665 64 64 6566 666 676 6967 6766 69 70 6 6 67 December Maximm .... 65 66 66 65 65 65 65!66 65 65 67 6 6262 6 63 63 63 64 64 65 64 63 64 66 65 65 64 64 6 Minimum 64 64 65 64 64 65 65 6 64 64 65 67 65 62 60 62 62 62 62 62 64 64 62 6 622 64 64 64 64 59 6 Maximum .. 59 59 62 63 63 63 663 63 63 60 60 59 57 5 60 60 60 62 64 63 63 64 66 67 66 65 6 64 65 66 1 Minimum .... 56 56 59162 634 63 6262 58j59 67 56 Mini 56 6 9 62 6363 6262 6360 58 5 7 8 58 60 62 62 62 63 64 66 65 64 6 663 63 65 61 February I Maximum ... 66 66 66 65 66 65 64 6 63.64 664 65 66 66 666 666 64 64 64 64 6 64 64 65 64 60 598- 64 Minimum... 66 64 6565 65 64 63 62 61 62 646 63 65 5 65 64 64 6362 6263 63 62 64 63 60 58 6 6 March Maximum .... 62 65 65 66 67 66 67 68 7070 68 69 70 70 6699 66 69 67 67 67 67 67 67 69 69 67 6 68 68 66 6 Minimum.... 62 65 65 66 64 64 66 66 68 67 67 68 69 68 666 6 6 6 665 66 66 67 67 65 63 68 66 6 66 April Maximum .... 67 68 6 70 70 70 7071 7069 6970 71 69 69 71 71 72 72 72 72 73 73 74 72 72 71 72 71 71 Minimum.... 6566 668 6 9 70 70170 6867 67768 7068 68 6 869 7070 7070 71 772 7272 72 170 70 69 69 May I 1 1 Maximum .... 71 70 71 71 71 72 7273 73 73 74 73 73 73 73 73 73 74 7 74 74 7 7 7 7 7 76 75 75 79 Minimum .... 0 70 70 69 69 70 70170 71.72 7272 72 71 70 71 71 71 71 72 72 7 73 73 72 73 73 7 74 72 72 71 June I Maximum.... 74 5 7 75 74 74 75 74 75 74 7575 7676 76 76 76 76 75 76 76 7 75 75 75 74 75 7 76 75 Minimum .... 72 73 72 7 7 2 7 3 7 73 74 74 7474 74 74 73 73 74 74 74 74 74 7 74 74 747 74 16- 7 July Maximum .... 75 76 76 76 76 76 76 76 7 4 74 75 74 75 76 76 7 5 74 75 75 75 75 75 75 75 75 7 76 76 76 75 Minimum.... 767 76 747 75 745774 745 7 73774 7 474 7373 7 74 7 7*74 7 *74 74 774 *7473 74 74 7474 74 74 Minimum.... 74 74 74 74 74 74 731 73 74 74 74 74 74 74 74 74 74 74 75 74 7 4 7 7 74 72 741 74 74 74 74 -74 September Maximum.... 76176 75 76 7575 75 75 7575 74 47474 74747474 74 74 74 74 74 74 74 7 1 741 4 74 74 74 Minimum.... 741 74 74 74 4 74 174 1 73 74 74 74 74 73 73 7 73 73 73 73 73 73 72 1 72 72 721 739 74 719 1 7 Table 5. Daily specific conductance and temperature of surface water-Continued 18. ECONFINA CREEK ABOVE GAINER SPRINGS, NEAR BENNETT, FLA. Temperature (F) of water, water year October 1962 to September 1963 Day Aver- Month--------------------- 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15!16 17 18 19 20 21 22 23 24 25 26 2728 29 30 31 ge October....... -- -- -- 71 7 71 74 7474 71 74 72 69 70 71 73 71 70169 67 69 6 71 68 - November..... 65 65 67 65 65 67 67 67 64 63 63 66 68 65 63 66 67 69 69 68 70 66 68 63 65 64 62 64 62 64 66 December..... 65 65 64 64 66 61 60 64 63 61 61 59 58 57 59 62 64 63 66 67 68 67 67 65 67 64 63 64 66 63 62 63 anuary........ 61 61 60 61 62 64 62 63 61 65 67 64 61 59 59 60 60 64 65 57 60 58 61 58 56 59 60 58 59 62 64 61 February....... 66 67 65 61 62 63 63 61 62 66 61 69 5 61 59 60 61 59 57 59 59 61 59 61 59 61 59 5 61 March......... 62 59 6165 67 63 62 63 64 69 66 70 70 70 68 69 6970 71 70 67 65 6366 65 67 66 66 66 67 66 April.......... 68 69 68 68 69 70 67 66 67 69 70 70 69 67 67 67 67 70 71 71 7272 70 69 6970 71 71271 69 May........ 69 67 68 69 69 70 70 71 71 71 71 72 72 72 72 72 72 73 72 71 71 71 71 71 71 70 72 72 72 71 71 71 June .......... 72 71 71 72 72 72 72 73 73 73 73 74 74 74 74 73 74 73 73 73 3 73 73 72 72 72 72 73 73 73 73 July........... 72 773 373 7 73 74 74 74 73 72 72 73 7 3 737 73 772 73 73 74 73 72 73 73 73 73 73 73 73 August........ 73 73 73 75 73 74 73 74 7474 74 7474 744 74 73 773 73 73 72 73 73 73 73 73 73 73 73 73 73 September..... 73 74 73 73 72 73 73 73 73 72 73 73 73 72 72 72 72 72 72 72 74 72 70 0 71 72 72 71 70 72 18. ECONFINA CREEK ABOVE GAINER SPRINGS, NEAR BENNETI, FLA. Temperature (OF) of water, October to December 1963 Day Aver- Month age 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 age October....... 69 7 0 70 70 70 69 68 70 68 66 59 69 68 69 70 69 68 686 6 8 68 70 70 70 7270 696 64 69 November..... 66 65 62 66 6768 6866 66 68 68 66 64 62 6263 64 64 65 66 67 68 69 66 6668 68 70 6663 66 December ..... 6263 6361 62 61 62 61 62 61 63 67 64 61 57 58 59 60 5959 71 62 62 5959 59 63 61 6163 99 61 Table 5. Daily specific conductance and temperature of surface wster--Continued t2. ECONFINA CREEK ABOvE WILLIFORD SPRINGS, "EAR BENVETT, FLA, Temperature (OF) of water, water year October 1962 to September 1963 Da7 _y Aver. Month Av 2 3 4 5 6 17 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 'e October ....... November..... 64 63 65s 1 6 65 656 6 60 62 64 66 63 60 64 71 69 66 61 69 66 62 60 63 62 58 62 69 63 64 December ..... 63 62 60 61 62 59 56 60 59 57 57 59 53 52 54 58 60 59 63 64 66 65 65 62 65 61 59 61 64 60 8 60o Janumar........ 58 56 5s 56 58 60 59 0 5 6 61 64 9 59 55 56 57 57 61 62 69 58 54 58 95 52 55 96 54 56 58 62 58 February..... 63 65 9 63 5 99 60 57 59 58 63 58 55 94 4 55 9565 5653 55 95 55 4 5 8 55 9 57 March....... 99 56 586 6 6 64 60 59 60 62 64 66 69 68 67 67 72 72 72 71 71 70 70 71 711 71 71 1 71 71 71 67 April.......... 666 6667 68 69 65 64 65 66 69 69 68 65 6464 65 66 69 70 70 72 711 70 68 67 69 69 70 66 May.......... 6 66 6 67 6 9 69 70 71 70 71 171 72 71 72 7273 7171 7070 70 70 7070 71 72 72 71 70 70 June........ 72 70 70 71 71 71 7172 77 74 74 74 74 75 7574 75 73 73 73 73 73 73 73 7 72 7272 7 73 July........... 72 173 7973 73 76 75 74 74 7 72 71 73 72 73 73 73 74 73 73 4 74 74 74 727 73 74 73 73 73 73 August........ 747 74 76 7417 744 75 7 7575 7475 74 74174 73 74 73 72 72 73 737 74 764 74 7 74 74 74 Sepember..... 73 74 73 737 73 7 7 7 7 73 73 73 27 72 72 72 71 71 72 73 71 68 6 70 71 71 70 70 72 21. ECO(FINA .CREEK ABOVE WILLIFORD SPRINGS, NEAR BENNETT, FLA. Temperature (iF) of water, October to December 1963 Month-- Aver- 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 261 27 28 29 30131 ace October....... 68 69 70 69 70 69 69 68 67 69 66 66 68 68 66 68 68 66 6666 66 66 66 68 68 1 6 68 62 61 67 November ..... 64 6 62 66 66 63 64 66 66 64 61 58 58 8 60 62 62 63 64 6 68 64 666 67 68 660 6 December ..... - -- 56 94 4 7 595 59 57 57 so 9 - Table 5. Daily specific conductance and temperature of surface water-Continued 23. GAINER SPRINGS NEAR BENNETT, FLA. Temperature (F) of water, water year October 1962 to September 1963 MonDay Aer- Month 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 ae October....... -- 73 72 72 73 73 73 7375 7371 7273 7472 73 71 71 74 72 74 7.1 - November..... 70 71 70 70 71 72 72 71 70 70 72 71 72 71 71 72 7272 72 72 72 771 771 7 1 71 71 70 70 70 70 71 December ..... 71 71 71 71 70 770 0 770 70 71 69 69 69 70 71 70 70 71 71 71 71 71 70 71 70 70 70 71 70 69 70 anuay........ 70 70 69 69 7069 69 70 69 71 72 71 69 69 69 70 69 71 71 72 69 70 71 70 70 70 70 69 70 71 72 70 ebruary....... 71 72 7070 0 70 70 69 70 70 7270 70 69 70 69 7070 70 70 70 69 70 71 70 70 69 70 70 March.......... 7170 72 71 7070 70 70 71 70 71 72 72 72 71 71 72 72 72 71 70 71 70 72 71 71 71 71 7171 71 71 pril.......... 722 27171 7172 71 71 71 72 71 1 717 7171 71 72 2 72 72 73 72 71 7171 71 72 72 72 72 y........... 71 71 71 72 72 72 72 72 72 71 72 72 72 72 72 72 72 72 72 72 72 72 72 72 71 71 72 72 72 72 71 72 June .......... 72 71 72 72 7272 7272 722 72 72 73 73 73 72 2 72 72 73 72 72 72 72 72 72 72 72 72 72 72 July........... 7272 7272 7272 7272 72 772 72 72 7273 7272 72 72 72 72 7272 722 772 772 72 72 72 72 72 72 August........ 73 72 7273 7272 7272 727272 772 72 72 7272 3 72 7272 72 72 72 72 72 72 72 72 7272 727 72 72 September..... 72 72 72 72 72 72 72 73 72 72 72 72 2 72 72 72 2 72 72 72 72 72 72 71 72 72 7 2 72 71 72 23. GAINER SPRINGS NEAR BENNETT, FLA. Temperature (F) of water, October to December 1963 Day Aver- Month 2 3 4 5 6 7 8 9 10111213141516 1 ge 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 age 72 235947 71 70 October ....... 72 2 72 72 72 72 72 72 72 72 72 71 7272 72 72 72 7272 7272 72 72 72 72 72 72 7170 70 November ..... 7271 7172 72 72 7271 71 71 72 71 7170 7171 7272 7271 7272 7271 71 7272 72 7070 - December ..... 71 71 7070 71 70 70 71 707071 71 706970 7070 70 71 71 70 70 7070 71 70 70 71 70 Table 6. Daily specific conductance and temperature of surface water-Continued 38, WILLIFORD SPRING NEAR BEINN'E, FLA, Temperature (*?) of water, water year October 1962 to September 1963 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 Aver. age October ....... November..... 70 69 71 70 70 7 72 70 70 69 722 2 72 71 70 71 71 72 72 72 72 71 70 71 72 70 70 71 71 71 71 December..... 70 71 71 71 71 70 69 71 70 69 71 69 6970 707 717 71 71 71 71 7 7 0 71 70 71 71 71 70 70 70 January...... 70 70 70 70 70 7171 701 7071 7171 7069 7070 7071 1 71 69 70 71 69 66 70 070 70 70 0 72 70 February....... 7 71 71 70 0 71 700 70 70 71 70 70 70 70 69 70 70 70 0 70 67 770 7070 70 69 70 March........ 71 70 70 771 72 70 70 70 71 71 72 72 72 71 71 69 69 70 69 65 62 60 63 6 64 65 64 63 64 64 6 April.......... 72 72 71 71 72 71 71 71 72 72 71 71 70 71 71 71 72 72 72 72 7 72 71 71 71 71 72 72 72 71 May........... 71 71 71 71 72 71 72 72 2 71 72 72 72 72 72 72 72 72 272 72 72 72 7171 71 71 72 72 72 72 71 72 June .......... 72 71 72 72 72 72 72 2 72 7273 72 7272 72 72 72 2 72 72 722 7272 7272 72 72 July........... 72 72 72 72 7272 72 72 72 72 72 72 7272 72 72 72 72 72 72 72 72 72 72 72 72 727 2 2 7 7272 2 72 722 7 72 2 72 72 August........ 72 72 72 73 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 72 2 7 72 72 722 72 72 72 72 72 72 September..... 72 72 72 72 72 72 72 72 72 72 72 72 72 7 7272 722 772 722 7271 71 72 72 72 72 71 72 38, WILLIFORD SPRING NEAR BENIRJE FLA. Temperature (*F) of water, October to Deceaber 1963 MonthDay Aver 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 October....... 72 72 72 71 72 71 71 71 71 72 71 72 72 72 71 71 72 72 772 2 71 71 71 72 7171 72 71 71 70 70 71 November..... 72 70 71 72 71771 7171 771 1 71 7 0 7070 070 71 71 71 71 71 71 72 71 71 72 72 72 70 71 71 December ..... -- -- -- -- 70 70 69 70 0 7070 70 70 71 70 70 69 - Month 4 5 Table 6. Chloride content of water in Deer Point Lake (See figure 3 for station location) A-Surface sample; B-Bottom sample; C-Depth integrated sample (Analyses for stations 1 to 6 by Florida State Board of Health) Station 1 _Station 4 Date A B Date A B 11-16-61 7100 9700 11-16-61 15100 17200 11-17-61 6000 7400 11-17-61 4500 7100 11-20-61 2300 7400 11-20-61 3300 5300 11-22-61 2950. 4500 11-22-61 4200 4800 11-28-61 1350 6000 11-28-61 3250 3250 11-30-61 1890 2730 11-30-61 3180 3270 .12-04-61 180 2800 12-04-61 2400 3500 12-08-61 1100 2800 12-08-61 2000 2000 12-20-61 810 540 12-20-61 810 550 01-04-62 92 470 01-04-62 550 660 01-16-62 160 270 01-16-62 220 220 01-23-62 31 200 01-23-62 270 01-30-62 45 92 01-30-62 140 140 02-20-62 58 70 02-20-62 220 220 03-13-62 48 70 03-13-62 145 145 Station 2 Station 5 Date A B Date A B 11-16-61 4100 7100 11-16-61 15000 14800 11-17-61 9200 7000 11-17-61 6000 7100 11-20-61 4900 12500 11-20-61 6000 4500 11-22-61 4450 9000 11-22-61 3950 3950 11-28-61 2750 3600 11-28-61 3500 8000 11-30-61 2960 4810 11-30-61 3420 3400 12-04-61 3300 3500 12-04-61 1400 4100 12-08-61 1650 2000 12-08-61 2400 2000 12-20-61 980 750 12-20-61 1400 1300 01-04-62 270 750 01-04-62 750 550 01-16-62 410 470 01-16-62 410 280 01-23-62 290 270 01-23-62 210 270 01-30-62 110 145 01-30-62 160 980 02-20-62 145 155 02-20-62 230 1450 03-13-62 110 15 03-13-62 210 1850 Station 3 Station 6 Date A B Date A B 11-16-61 10000 12500 11-16-61 14000 10000 11-17-61 6000 14800 11-17-61 5400 8500 11-20-61 4900 4900 11-20-61 5300 15100 11-22-61 3000 3150 11-22-61 4000 4150 11-28-61 3250 3400 11-28-61 3300 3300 11-30-61 2770 2720 11-30-61 3400 3400 12-04-61 1100 2800 12-04-61 2400 3500 12-08-61 1100 1650 12-08-61 2400 2400 12-20-61 1300 550 12-20-61 660 430 01-04-62 270 410 01-04-62 470 550 01-16-62 270 230 01-16-62 410 410 01-23-62 250 260 01-23-62 260 330 01-30-62 140 190 01-30-62 190 210 02-20-62 180 210 02-20-62 310 1750 03-13-62 145 180 03-13-62 210 1550 Station 7 Station 8 Station 9 Date C Date C Date C 12-11-61 8550 12-11-61 2150 12-11-61 4275 02-05-62 325 02-05-62 182 02-05-62 975 05-09-62 80 05-09-62 90 05-09-62 8.0 09-12-62 64 09-12-62 48 09-13-62 5.2 10-10-62 46 10-10-62 36 10-11-62 8.0 -V L-... Table 7, Records of rainfall in the Econfine Creek besin area. Meeasred by standard S-in. precipitation gage (U.S. Weather Bureau). Rainfall In inches. At Hurst's farm (30*32' N. 85132' ,. see fig. 6). .1 1 .- 36 .. .. ........ .t9 .1...... 0.0 .. 0 S. .. .. .....29 1. L _32 ,' i .. I ; .3 .. ... .. . I I t -. .0 .10 ;- i t 6 .03 .08 .Bi 9 Li .0I 2 .4 . S r. r. .0 .. 1963 1.- Ap M J I- _. 4 -, .4 -. -, _J 02.. -.. ." ...To9 2 .____ .8. 32 . e,_- "- be _i-- her_ .. ,-:w - -- -------.,---- -- --" .... II--T 1 -.o. o .... -. ... I !.!0" 11.09 7- 323 04 21 .06r__ -47 w---i1 .8 3.17 3.59 1 7.02 1 0~ ~- ~o 3.38 6. "enord bgifns here *e-lmoipte record X-e.-No record Table 7 continued At Si1emore's farm (30*30' N. 85*35' ;:. see fig. 6). 1962 ...ss .. Cr- -Jl-- t 4Sct- M- a- N.R. .20 -- .40 do S ~ _.o do 6 .. d. .o .1. S.20 .20 o 11 1 1.30 1 do l -3 ".'' ... .... ... .. .. ...... ... ..3....1.d .o.... .20 S1.5 .40 .1 i- -- j jd-'- o.1 d._ +-F -----.--- -.---- t. .dt o 0 9 .0 __...... .... "~ do- ---.. o . 67 14.25 7.85 2.61 .10 2.01 5.50 2.50 1963 0 ... 58 . Q. :0.58. 00.58 I._ ,.58_ 0 0.58 [IL 19 .20 1.94 r2*2------ L0 1 23 2 L i -_ .-.0 .._____ *Record begins here N.R.-No record Feb. Har. Apr. May .30 .08 -72 OS I 2.03 2.38 Oct. Nov. 1.30 101 .15 19JL . .19 1 .40 1 r 12 -.1 -12 1.72 1 .5 I .05 0.1 0.41 0.13 _I June July Aug. Sept, S.88 .15I 1 117 11 I.50 TWb 2.R3 1 3.42 1 H.31 111.9S I N Ta'bl 7 contltu1m At I. .. Enf1naer's farm (30*24' N. 83'33' W. *ee tfi. 6). jna T J.. 1 .. M r. ..... r. .. .. .. .... Ju .. A .t n .. .t ..a I " --" --- .. 28 -... .. ..4.... . L I 42 4- 4 2--9 : * _" .. .__ __ -- .. '.. ... I 2 __ __ 19 *t " 15 ....._+ ,- .......0 t+ *.0 _,__-_,_, -.__ . .. 4 I -. .10,* I .. .. S .i . ^ l -- -+ [ -+ i- [ t l 1 4 -- i. J - **13 ** .----- --^--- L-__ - .- 4 .. .I .. -. -.- .-. ... .. ... _. ... .0 !2 .. .. -..20 ..2- ... .... | jI L .. ..... .. 8.. .... 11-3 19t3 I-41L " _'- 3! ^f; -I .4 50 Lt ___. i-i T,--, [".-t-Jl-20 L-L-..-t ? ii< i_ '"W'' 'T~Ty 1^1~L K. tlord begitnm here r I r I r .10 1.24 2,00 0.L0 0.08 032 0.30 O.0l 1.5 0.07 0.48 S0.20 I ( do. do 22 b -- I wgr I Iu ~ ~ ~ r I.* u lnr~~r rr-I~rL_ r ~--t----- Ac- -zr_JC0ir r-, .,... -~-rt-c 1Y A Aw __.MKL_ . ? O.MO Table 8. Record of vells in the Well number: See figure for explanation of well-numbering system. Owner: C, county; I, industry; H, municipality; P, private; S, state; ., U.S. Government. Depth of well: Reported unless otherwise noted by M, measured by U.S. Geological Survey. Well finish! 0, cased to aquifer, open hole in aquifer; 5, sand point; T, screen. Method of drilling: C, cable tool; D, dug; e, driven; J, Jetted; R, rotary; V, reverse rotary; X, other or unknown. Type of pump: C, centrifugal; J, Jet; ., none; 5, submergible; T, turbine. Use of water; D, domestic; I, industrial; R, irrigation; P, municipal or public supply; T, test or observation. Aquiter(s): F, Floridan; 8, secondary artesian aquifer; W, water- table aquifer. Altitude of land-surface datum: To tenth of a foot If determined by C'asLiing .I Water level 1 2 11 BAY COUIT Econftna Creek Basin ere*. precision leveling; to a foot, interpolated from topographic maps. Water level: To tenth of a foot it measured by vet-tape method or if taken from recorder chart. To nearest foot, if measured by pressure gage or air line. Reported measrrement (R), Chemical analyses available: C, complete; E, complete end bacterio- logical; P, partial. Yield and drawdownm Reported unless noted by M, measured by U.S. Geological Survey. Remarks Owner's well number: I?, International Paper Company; LB, Long Beach; H, Mi vll e; S, St. Andrew; U, U.S. "aWy )ine Defense laboratory; W or Ugi, Florida Geological Survey. Lgloer resis- tivity and/or spontaneous potential; G, samg ray; L, geologists and/or samples available; V, current meter; H 5, hydrogen sulfide taste and odor. A 5-9-62, sampling date of chemical analysis listed. Y956-524-l41 - (295645o0852439 1 956-525-221 (29565710852507.1: 956-525-223 (29565310852508.1: 001-532-213 (30014700853230.1; 003-531-333 (30031080853105.1 003-534-113 (30034 'W085345 5.1; (30035850853539.1 003-535-121A (30035800853539. 2 V', A Refer to aI 1961 610 **. 447 304 1959 645 345 16 1941 437 356 12 1902 661 356 12 on o well Tmberint syl 12 12.2 16.0 21.2 10.5 27,8 24.2 24.2 or iner1retato -12 -10.32 -6.50 -34 6-4-53 4-14-61 4-14-61 10-22-62 -17.06 4-30-62 -90.44 -20 -67.22 10-21-62 11-15-41 10-21-62 of veill numbers. 96 E -- C-- - 72.5 735 3 500 96 S -- W-2939, L, A 5-9-62 W-2275,L -- IA 5-9-62 E A 2-1-62 W-4982, L, A 1-2020-9 t-59,L,E,A 7-31-50 Destroyed S1-9-62 Table c Cosli .e wager level YI ~1 I Ct Wdtr trv ol't ""' I ^ 8 I 5i _lil il il ill I.i Ijllfll lfl_ 004-533-442 (30041010853305,1 004-535-323 U2 544. 1 004-535-333 (300407M853555.1 004-435-3540 (3004043853517.2: 004-536-214 (3004530853621.1 006525-224 (30064910852504.1 006-536-224 (3006403880853604.1 006-536-423 (30061930853614.1 006-537-131 (30064310853759.1 006-540-412 (30063050854017.1 007-535-144 (300705N0853538.1 1958 350 1954 487 1965 738 1941 435 1962 174 1 1941 435 1961 653 1958 44 1959 -- 1961 500 1j196(l6 165 - 0 16 0 4 0 8.0 30.9 30.9 24.2 29.3 26.2 26.2 31.2 9.6 10 11.0 16.2 16.1 11.8 *33 -74.,1 -101.9 -34.40 -27.5 -124.9 4-11-61 4-11-61 4-11-61 10- 9-62 9-215-4 2-26-62 -74.48 10-21-62 4.0 7-10-61 -41.71 2- 8-63 -43.2 4-U1-61 -39.00 10-21-62 -40 1 12-15-48 -11 732 1,050 1,100 817 1,087 839 220 515 160 109 180 212 126 205 141 4 50 58 97 400 *-- 508 6 *- 508l 172 19 500 S 15 -- - 500 500 620 - F- - A 3-21-59 U-3371, L,ALI-15-55,Dstroyed A 5-20-65 1-590, L, A 7-31-50 , 0, L, V, -787 V-588, L,E, A 7-31-50, Destroy6e A 11-22-61 A 1-19-59 A 8-9-62 A 4-30-62 1-5812, L, A 5--62 f-1859, L, A 6-1950 Table 8 Continued Casing Water level a 8 -' A ?0 Well U o ff fa abil Z 8 U 49%0 0 00 a 0 b 1. 4afi l j s & & J 35 & .Y ", sig s ^s i ? 3? i ___ a a __ __ aj i 6__ _ u 44 a a U' i 007-535-334A (300705110053537.1) 007-535-3343 (30070510853537.2) 007-543-113 (30074810854353.1) 007-544-122 (300757M0854432.1) 007-544-422 (3007290854405.1) 008-535-143 (300833N0853541.1) 008-536-122 (300859)10853633.1) 008-536-132 (30084410853651.1) 008-536-142 (300044110853633.1) 008-536-241 (300038r10854608.1) 008-536-414 (30082010853617.1) 008-536-442 (300809110853601.1) 76 H 380 400 317 H 78 H 501 501 285 8.5 10 12.9 10 20 30 10 22 18.6 30 25 22.3 -8.96 -25.28 -132.29 -15.11 -..---. -144.42 -116.28 1-29-63 10-19-62 5-17-63 1-10-62 6-26-63 2- 4.64 1280 6 73 4050 417 U-1747, L,A 1-29-63 A2-19-63 A 2-14-62 IP-22, A 6-26-63 IP-23, A 6-26-63 W-224, L, E, G 20 8 ---- ---- _ _I~_~~~.. ...~m~_..-.-r---n--C~~--- -~-1---I *---i------~ Table 8 Contixnud am- r I I i jj i 1 i i 1 _____ ii i ilb.i a a an.. lli___ 29 347 128 28 72 47 90 W11., daeroyed, A~98 1-5, A 2-19-48 P-3, destroyed IP-2, A 8-21-63 11-6, A2-19-48 P-7, destroy ZP-1 test, W-140, L, detroyed I-1, destroyed, A2-19-48 A 5-8-62 A 2-14-62 008-536-444 (30080700853608.1 006-537-232 (30064510853720.1 008-537-234 (30083450853722.1 008-537-241 (30064250853713.1 008-537-242 (30064250853701.1 0068537-342 (30082410853731.1: 008-537-343 (30081930853743.1: 008-537-421 (30082690853709.1: 008-537-422 (30082910853705.1; 008-543-423 (30081680854310.1; 008-44-444 (3008070854404. 1 008-545-127 (3 00846854534. 1 506 361 510 361 490 520 350 780 380 140 140 200 25 15.2 13.4 29.0 22 10 10 6 20 5 10 14 -99 p -117 1 -126.57 -92.59 -116.55 3 1 .22.68 5-15-42 6- -37 5-23-42 8-20-36 5-23-42 1930 12-14-61 --- ----I 722 465 .-- I Table 8 Continued aing Water level rU, number A ii- I I z aV mak 1w. a a 0 A 1 S ot *- o -'- a-1$ a( r a n a.. I -a B ,YIL go rg a U I 301 540 ii"^ S S .-. | s^ -'gn SS 'U Un UI O 'U S'* B ____ I aS | .i Z l I I | I M l- -. Id p.- ~lla~ sa xg L sa, 008-545-214 (30084660854519.1 008-545-224 (30084880854505.1; 008-545-242 (30083810854501.1: 009-533-331 (30091010853357.1 009-533-342 (3009p80853335.1: 009-534-331 (30091010853459.1: 009-534-332 (300910N0853446.1: 009-534-342 (30090810853436.1: 009-534-433 (30090400853427.1: 009-534-441 (30091350853414.1: 009-535-332 (30091210853551.1: 009-535-341 (300910H0853537.1: 210 201 180 201 202 205 203 205 206 213 8 5 5 26.8 13g.9 29.8 31.5 32.2 28.2 32.8 28.1 27.1 -4.80 -4.48 -22.76 -109.28 -92.43 -115.80 -115.55 -116.63 -113.85 -118.26 -67.5 I -57 1 1-29-63 1-29-63 12-19-61 10-18-62 3- 2-62 10-18-62 10-18-62' 10-18-62 10-18-62 10-18-62 4-21-48 5- 4-48 78 3620 490 11 1090 106 19.5 56 654 H 700 433 433 1 609 M 663 b 776 t 470 5561 A 1-29-63 A 1-29-63 A 1- 4-62 IP-37, A 11-16-61 IP-39, W-5369, L, A 8-21-63 IP-32 1P-33 IP-35 IP-36 1U-38 IP-26,L 1P-27 TIblu I Contlnuwd CCa.tns Water evsl , *B 5 a-'l s l'j a S s * numb r Rurk IIU b 3 j I S 9 Sr L il j II ____^ ss I sll IJ- ilili I_______ 009-535-431 (30091110853525.1 009-535-441 (3009100853511.1: 009-536-123 (300950N0853645.1: 009-536-133A (30093710853656.1 009-536-133B (300936N0853655.1 009-536-142A (30094330853635.1: 009-536-142B (300943N0853635.2 009-536-143A (30093710853644.1 009-536-143B (300937H0853644.2 009-536-213A (300949N0853626.1 009-536-213B (300949N0853626.2 009-536-233A (300937H0853626.1 009-536-233B (300937N0853626.2 34.7 28.3 30 30 30 24.0 25 24.6 25 27.6 30 32 32 -122.63 -129.61 -24 1 -B3.80 -98.06 -95.16 -60 I 10-18-62 10-18-62 3-24-49 2-4-64 2-4-64 4-23-42 12-1941 -------- / 318 R T I T R T RN R T R T R T R, T R 'N R T R T 9 10.5 19 I --- -I .. 360 550 402 3 P-30 I-31, A 8-21-68 P29, A U1-16-61 P-28 W-2407, L Z- I-14, A date unknown - I-13, A dat unknown - P-12, A date unknown - P-11, A date unknown - I-16, A 8-21-63 - P-15, A 8-21-68 - IP18, A 7-20-45 - IP-19, A 2-19-48 (l ch 300 299 Table 8 Continued p asing Water level )S i I lgS 8 ,B S "8 se a t number V Re ark 1 3 w 01 0 Owrk 4' "4 a 4 .4 - _09 w 01 iB 44 e 3 B Sa a_ S ___5 ____ s d a C6 g f a U A :" 1. k 009-536-312A (300925N0853651.1 009-536-312B (300925N0853651.2 009-536-3120 (300930N0853648.1 009-536-313 (300919N0853656.1 009-536-331A (300910N0853653.1 009-536-331B (300912N0853655.1 009-536-342 (300910N0853634.1 009-536-441 (300912N0853614.1 009-536-443 (300906N0853613.1 009-537-133A (300936N0853759.1 009-537'-133B (300931N0853759.1 009-537-1330 (300931N0853758.1 009-537-134 (300932N0853751.1 520 90 67.5 79 503 148 501 501 23 M 98 135 375 170 R N R N R T R N R T E N R T R T E 0 R T R T R T R T -I W w I W w I F I s I T - W P W P 8 P F P S 28.3 30 25 30 27.1 30 12.9 19.6 25 30 30 30 30 -106.84 -110 , -100 -86.5 -6.58 -12.5 1 -12.5 E -113.71 -11 2-4-64 1944 4-31-48 1-29-63 1936 1936 10-18-62 1936 160 420 115 195 28 13 15 18 30 41 18 20 16,! 16 15 -- -- --- 7-- -- --- -- 9 *-* ---- -- ---- --- IP-10, abandoned, A 2-19-48 IP-17, abandoned A 2-19-48 IP-21, A 8-21-63 IP-8, A date unknown IP-20, A 7-20-45 W-854, L IP-24, A 8-21-63 IP-25, L A 1-29-63 M-2, A 11-15-61 M-3 A 11-15-61 M-5 A 11-15-61 M-1, W-151, L, A 5-7-62 rki* Cahiu~d 0C" ta Water level U NP 'I 4= 4 . well 3Y 1 3 I ? s f*; I ~ ~ V 1 ~ 1 Q $ f u I I in r ] i, I P i is k I sh J i i il I 1____ 81j~~ f _______ v bt 8 009-537-244 (3009330853701.1 009-537-312 (30092610853750.1 009-538-222 (3009561053803.1 009-538-224 (3009460853801.1 009-539-134 (3009310853947.1; 009-539-143 (3009330853944. 1 009-539-243 (30093210853916.1 009-539-313 (30092210853955.1: 009-539-321 (3009263053945.1 0091539-431A (30091410853930.1; 009-539-4313 (30091410853930.2 009-539-431C (30091510853927.1 30 30 36.4 32.6 13 20 5 5 20 20 20 20 -28.5 I -99 I 13.1 -45 -24.04 ... ... 4- 1-44 4-20-55 12- 7-61 10-18-62 5- 8-36 4-1958 1908 5- 8-43 10-13-62 79 148 580 512 54 630 385 300 480 98 1 40 357 1P-9, A 2-19-68 S.-4 V-824, L, 1 11-15-51 X-7, 1-3503, Le. A 5-7-62 3-6, A 1U-1-61 D royed, reported in M8 4th Annual Rpt. A 10-16-62 Destroyed S L-214 A. 1-6-6 A 1-4-64 -71 3 8-30-58 Table 8 Continued Casing waterr level A w 310 Z ==br a II a. o ? 1 ^1 ; B5 6 5d. w 0 - UUI u8 8-o r t: Q U U EU E A I li %P a a m be S. g ,i e aE. M W ^ e o u u o a _____ I J J S 009-54-311 (300923S0854459.1 010-536-332 (30101280853646.1 010-536-343 (30100000853643.1 010-537-321 (30102880853745.1 010-541-112 (30105710854149.1 010-541-344 (30100630854135.1 010-542-212 (30105910854217.1 010-545-234 (301030190854520.1 010-545-412 (30102550854519.1 010-545-414 (3010191 854519.1 010-548-124 (30104610854835.1; 010-548-232 (301041110854817.1; P 1962 535 1 1962 86 1 1953 85 P 1963 315 H 1956 598 8 1936 253 M 444 U 1965 483 U 1943 604 U 1952 605 P 1947 434 P 1950 450 294 60 42 230 223 10 32 32 30 10 26.3 10.0 10 i' 10 10 7.9 10.9 -48.57 -21.92 -79.51 -78.0 I -35.6 -70.26 -23 1 -32.93 -14 F -41 -30 -46 -67.1 -73.9 10-18-62 1-18-64 12- 5-63 10- 5-54 8-20-36 10-18-62 11-17-42 2-19-65 6-1943 2-14-62 1-30-52 2-14-62 4-12-61 4-12-61 1180 12u0 397 --- --i4 70 --- 20 - 35 -- 235 257 250 264 9 151 ---- t9 400 250 M 350 350 200 200 ---5 653 8 8-21-63 IP-40 A 8-21-63 12-34 W-3648, L, 8-8 A 11-14-61 A 8-20-36 S-3, 1-684, 1, A 11-13-61 S-3, V, W-7352 US-1, VgL-200, A 1-12-51 0S-2, W-2902, L. A 7-6-56 18-1, W-1378, L, A 58-62 U8-2, W-2238, L Tall. 1 Ca0tliuid -. Cdaj 6 ~ If lvel .. L i.... IC I S3| 5 j i !____, i j IP iIi .I ., ____ 011-42-411 (301123M0854230.1 011-t52-414 (301123I1M4218.1: 011-542-24 (301122M04205. 1] 011-542-441 (3011164loa423.1l 011-542-4444 (301101MlO54207.1 011-542-444B (301111M4A206.1 011-545-414 (3011161054521.1 012-540-311 (3012260854059.1 012-541-213 (301250O054128.1 012-545-322 (3012271m854533.1 012-530-3314 (301210M055059.1 012-550-331B (3012100855059.2 012-551-321 (30122606oS511. I 13.0 15.3 13.6 10 13.6 10 10 14 4.0 3 28.5 20 -86.60 -46 I -31.2 I -89.85 -11 3 -99.16 -23 1 -8.61 -14 -7.96 -25.11 644 603 640 610 330 438 87.5 234 345 103 590 -630-- 430 10-19-62 8- 1-43 7-24-43 10-19-62 10-1242 10-19-62 11-16-42 12- 7-61 4-29-58 2-15-62 2-16-62 630 440 284 426 .- [ [w 102 76 74 92 17 104 12 6 113 34 423 10 423 10 426 10 418 12 220 10 213 10 -- 3 145 6 326 6 306 6 257 6 * fc! * 78 C 78 - 74 C-- C 72 C 75 - - 7--- 7 --. -- I 8-6, 9-17. A U1-I-61 5-5, 9-816. L. A 11-14-61 8-4, -.813. L, A 7-21-43 8-7, VIi-217, A 11-1--61 S-1. 9-665, L, A 11-9-61 S-2, 1-683, L, A 5-7-62 A 1-21-63 -4690,I, A 5-7-62 1-685, 7. W-933, ., I i, oI ru 9-852, L, 0, 4, A 10-24-i A 1-1-63 I-2959, L , F S1 I r p 7 - I P r F r ----' 20 ---- I TabI 8a COnflCnucd Casing Water level --- -------- S ,, g wuber a u -H ,i S k I .L 0? .s _' ,' al Q a ? Re i marks a 6 5P C C g SI n e :" i 3 ________ I I lj_ ______ 012-52-5122 1 S 1952 134 (3012566855236.1 012-552-1223 8 1953 436 (30125650855236.2 013-531432 1953 10 (30131190853120.1 013-550-243 1 1959 364 (301337P0855014.1 013-553-213. H 1961 762 (3013500855322.1 013-553-322 P 1953 466 (30132M80855323. 1 014-528-343 S ---- (30140510852844.1, 014-528-423 I '1946 4960 (30141990852809.1 014-536-312 p 1927 300 (30142710853651.1 014-538-311 1928 497 (30142920853855.1 014-540-223 ..---- (3014480854010.1 014-540-224 U 1943 556 (3014948b854007.1 1 015-532-141U F 1954 106 (30152950853239.1 I 119i 275 342 293 227 6 a 3 16 4 1 i- 8 12 8 2 6 T C S 0 C T P y > RJ - 0 R T T PF 0 C T ? 0 5 T F 0 T P F 0 C C' x i p o ;. , U1. 10 52. 5. 37. 21 SS 51.2 19.5 1k 8.9 9.1 13.6 -8.67 -5 7 -2.55 6 -29.4 -21 -5.06 -5.88 -3.90 1 -4.35 1 4.2 4-14-61 1953 12-14-61 6-13-61 6- 8-53 8-20-36 8-21-46 0-23-62 0-23-63 4-12-61 --- 290 750 31 428 7W4 683 195 1 9 --- 111 22 6 49 15 t6 15 2.5 10 c --- C ...- C- - C. 72 C 78 - -- 7 C -- -- 9-2699, L, E, G' 0 2879, L1 A 5-8-62 9-3000, L, destroyed 12-14-61 1-5681, ., A 5-8-62 0 Y- -2950, L A 1-28-63 --- 9-1102, I, B. -863, L, A 5-7-62 SA 8-16-55 -- V-728, L, A 8-16-55 S A5--62 f Table I Continued casino Water level I. 7jlo i i I |? Ir Ygr Llr I | w e I 3 Ir O O Roark 0 I r~uinb r .4 Pelis~ ___ I 9 I ___N, Ld IWO", osJ Oi f I V I c 64 I A3 015-532-1415 p (30152930853239.2 015-532-322 P (301512WO853234,1 015-535-113 P (301550N0853558.1 015-535-232 P (30153810853520.1 015-535-233 P (30153080853524.1 015-536222A P (301557M853602.1 015-536-2223 P (30155730853602.2 015-558-143 P (30153730855824.1 015-559-222A P (301554N0855907.1 015-559-222B P (301554H0855904.1 016-532-322 P (30162830853231.1 016-535-111 P (30165810853559.1 016-535-324 P (301621N0853533.2 5 7.4 7.78 6.6 8 5 5 20 20 20 35 12 -8.84 2.4 0.95 3.01 -5.56 -1.37 -6.5 -17.78 -3.87 12- 6-61 4-12-61 2- 8-62 10-23-62 11- 8-61 1-28-63 1-1964 8- 3-62 1-26-63 160 873 22 1070 8 248 1200 2.2 30 A 1-26-63 wgl-1669, E, 0 A 1-28-63 Detroyed, A 9-28-62 A 1-26-63 A 1-28-63 15 I 120 509 1 17 1 17 220 420 23 21 30 105 12 213 14 15 187 273 23 21 27 ---- 110 80 Table 8 Cohtinued Casing Water level ,s S Well U . number A V V Remarks _~ ~_____IJ A I I I .JC4 1 r-,J__- _ 016-535-342A P 1950 85 50 2 0 R D S 5 ----- ------ ----- 5.5 ------- -- -- A 11-17-61 (301609N0853534.1 016-535-342 P ---- 13 --- 2 N W 5 -5.53 11-17-61 57 3.5 1i C 72 --- -- A 1-28-63 (30161210853536.1 -1.92 1-28-63 016-535-3420 P -- --- --- 2 5 ---- ----- -- 31.5 -- -- -- -- A 11-21-61 (301612N0853536.2 016-535-411 P ---- 34 --- t 8 E N W 10 -7.75 11-17-61 --- 8.5 -- -- -- -- -- A 11-16-61 (301630N0853529.1 016-536-242A P 1951 83 83 2 R J D S 10 ------- -------- -- 5 -- --- *- A 11-17-61 (301643N0853601.1 016-536-242 P ---- 23 20 1 t E D W 10 --------------- 228 5 119 C 70 --- --- A 1-28-63 (301643N0853601.2 016-537-132 P ---- 106 -- 2 0 F 8 -4.18 1-28-63 270 5 146 C 75 5 --- -- A 1-28-63 (301643H0853745.1 016-537-322 P 1963 120 80 2 0 R D P 5 -1.72 1-23-63 274 7 143 C 70 3 -- -- A 1-28-63 (301625H0853735.1 016-538-123 I 1911 435 300 6 0 N T F 4.5 1.5 8-20-36 580 39 184 C 80 -- -- A 5-8-62 (301649N0853845.1 016-541-314 I 1961 370 100 18 0 V T I F 7.9 -2.79 11- 7-61 -- --- 5716, L (301617N0854152.1 016-541-323 I 1961 307 100 18 0 V T I F 9.6 -4.15 11- 7-61 433 8 238 C 72 504 33 W-5717, L, (30161710854138.1 A 12-3-62 016-559-411 I 1952 482 -- 8 0 T P F 22.1 -10.59 12-15-61 680 91 220 C 72 100 --- A 5-8-62 (301626N0855925.1 017-534-113 P---- 30 E W 10 ... -- - (301746N0853457.1 Webl l ConllrMd C+. a ,tW r l .v.l - i Iw , tAli S2 1 z 38 1 | I OS a 4 3 w ** (- 'l t ^ i __llL~ll!!iIlLMai iij -ollll-ll ___ 017-534-131 (30173910536459. 1 017-534-133 (301742M0653458.1 017-534-311 (30174330853458.1 017-535-133 (3017310853553.1 017-535-1344A (301731UM853550.1 017-535-1343 (301731D0853548.l 017-535-141 (30174230853545.1 017-535-312 (3017280853551.1: 017-535-331 (301710M0853557.1 017-535-333A (301705M853558.1 ,017-535-3333 (30170530853558.2 017-538-412 (30172430853816.1] 385 330 150 25 25 25 300 1 31 I 107 36 1 22 5 226 3 o - *.. (- o * - 2 O K 22 I1 S E 22 1i S J 22 1t S E J 6 0 29 It S E X 95 2 0 RC 37 11 S E 19 1 S E - !, D rI Dr D t D i D V D W D - B D B 7.6 10 10 1i 13 12 10 11 10 13.5 a 20.0 11.3 8.3 -6.71 -8.65 -6.41 11-21-61 11-21-61 11- 6-61 11- -61 1-27-63 345 3.5 6.5 6.5 7 5 8.5 4 6 7 C 74 * 75 --- - 71 -75 -- C -- C 71 C A 5--62 *A 1-2-42 A 12-5-51 A 12-5-61 A 12--61 A 1-2-62 A 1-29-63 A 1-28-63 A 1-27-63 Table 8 Ccntinued a Cui6 Water Icvl e mi- .r x 4 It a 3 a I a! -5 --- -, ? l a j ' 0 a P a 2 Id A f% a I i EI! I ii |! li is os _________ 017-551-221 (30175530855112.1 017-551-233A (30173210855129.1 017-551-2333 (30173640855130.1 018-534-134 (3018370853449.1 018-534-212 (30185410853417.1 018-535-331 (3018100853555.1 018-535-342 (301815)0853536.1 018-539-223 (30185010853914.1 018-551-443 (30180610855108.1 019-527-411 (30192930852726.1 019-527.414A (301916110852720.1 019-527-4143 (30191710852718.1 019-532-133A (30193650853257.1 1926 1953 1960 1964 1964 1960 1960 26 300 210 22 190 '410 166 165 197 315 23 147 252 D V T F D F D Fj D F D D F D F - F 0 F T F P, F 10 5.5 5 10 14.3 15 10 42 13 30 30 33.2 23.0 -2.25 1.40 2.10 1.0 20.0 15.9 -1.30 -2.98 -3.05 9.7 12.6 12.6 8.2 1-27-63 6-16-61 4-23-63 4-14-61 4-13-61 6-13-61 1-28-63 3-28-64 3-28-64 11-30-61 4-14-61 4-14-61 3-1"4-62 62 755 12 13 116 7 8 --- I 231 ---4 -. .... 1 K-- 245 2 13 320 3. - I-- C - C 72 ~-Iii A 1-27-63 A 5-8-62 A 12-6-61 A 1-28-63 A 11-17-61 V,-7373, L V-7370, L &S, A 11-30-61 obs A 5-8-1952 A 5-8-62 Table 8 Conlinuid 0 ading Wtr leve l Well 0.% %d S ^ 3 -7 G ? veil j- ? i.. U etuinbet 3 .8 : |^a '3 S : 3 r S w U U S4Ad .. 4.4 U4 4'4 < 0 4.rt s s j *a s l i s a t _____I 5 _~iil3 H >^ S~~ii_ I !________ 019-532-1331 (30193610833257.2 019-534-214 (3019460853442.1 019-545-121 (3019531085445.1: 019-545-143 (30193610854540.1 021-324-341 (302112M0852440.1 021-526-212 (30215930852622.1 021-526-214 (30214710832620.1 021-526-324 (30212210852636.1 022-526-443 (302201=0852613.1 023-526-223A (302351110852611.1 023-526-223B (30235110852611.1 023-529-221 (30235411852911.1 023-S32-124 (30235010853235.1 23.0 12.7 18 9.9 65 74.6 85 65.3 102.6 102 130 95 8.0 7.7 -2.05 -2.20 -4 -14.51 3.52 -14.31 3.0 -8.28 3-14-62 1. 2-62 1-27-63 4-14-61 3-25-50 9-25-46 11-30-61 1-26-63 3- 2-61 12- 6-61 310 366 35 150 36 24 3., 4 7.8 3.2 4.1 3. C 72 C 70 C 68 C- C 72 - * A 5-8-62 A 1-12-65 A 1-27-63 A 1-8-62 W-2982, L, I, destroyed, oil urte W-2143, t A 1-26-63 L 1-4920, L, 8, destroyed, oil teae W-3753, L, I, destroyed oil test A 1-26-63 O 248 144 17 140 4834 183 412 184' 30 160 4748 5000 23 10) 14 148 166 27 161 383 390 20 Table 8 Continued CaUing Water level Sii T is 14 6 Y rr S k 0 a l0 4 I ae a .9 8 & I 3 Ji R e-li) i eml lrks 0 V Is0 w4*4Ca- 023-533-433 (302302N0853325.1: 024-535-341A (30241250853538.1: 024-535-341B (302412N0853538.2 025-525-213A (30254910852529.1 025-525-213B (30254910852529. 2 025-533-114A (302545N0853349.1 025-533-114B (30254510853349.2 025-541-133 (302538N0854154.1 025-542-321 (30252510854240.1 026-525-341 (30260800852542.1 026-525-342A (302610N0852533.1 026-525-342B (302610N0852533.2 026-530-442 (30261010853011.1 P --- P --. P 1962 P 1955 I 1955 p ---- P ---- P ..-- S---- 8I---- p ---- P ---- P ---- 92 50 212 153 1 4531 96 I 28 I 37 I 300 170 34 !0 2 0 - 14 S E 2 0 R 4 0 R 9 R 2 0 - 14 S E It S E 2 - 3 0- 2 0 - 2 -- 1 S E N F 14. N W 103 - 0 F 103 N T S 139.9 N' -- 140- N I? go N W 90 -D W 92 - W 90 T D F 155 J D S 155 N T W 155 - D W 138 5 8.4 4-14-61 ----- ........ -56.40 7-31-62 -12.6 3- 2-61 -58.63 4-23-62 -20.25 4-23-62 -25.02 1-26-63 -7.1 4-15-61 ...... ------- -20.79 11-30-61 -5.59 1-26-63 295 92 189 33 240 200 16 16 -2.5 3.5 1.7 1.0 1. 154 1I 9S 6 11 9: 3- C 69 C 69 C 73 C 69 C-- C - C 68 15 -- -- ... -- ... ... -- ".. -- x 8.4 -- -- ... --- ... ... -- ... -- --- -- --- -- A -8-62 - A 11-2-62 SA 11-2-62 L W-3433, L, E, il test, destroyed - A 1-27-63 - A 5-0-62 - A 5-8-62 - A 1-26-63 18 Is 15 Table 8 Coantnu ed C int Water level 5 1 Ill/l / I I I I f ,-,,- tI'; I ? i I t I I s ,, i Il m5s i 5 I I 014-523-244 I -- 16 (30163510852307.1 026-522-313 I -- 1610 (302622M0852258.1 959-521-113 S -- 260 (29595230852158.1 006-511-132 L 1961 578 (30066440851146.1 008-521-444 1961 361 (3006012652103.1: P --. 7 --- 1 ---- P 1961 .rm *10.44 1.26-63 1.26 1-26-63 -23.30 12- 8-61 Ci-Im rcun' 72 I 12 I 350 211 1 300 028-S25-2434, (302s335"2510. 1 028-525-2431 (30283310852510.2 028-25-414 (302823M110 5220.1 029-524-133 (3023610M52458.1 033-523-431 (303312 ir2323.1i 2 D 1, 2 4 1 0 a SD 253 1 8 E I D 77 13 I N ---- 4 0 1 J D F 10 12 0 R T P r I .is 3 0 S D 7 52 A 1-26-83 S- A 1-26-63 -- -6-62 -- 1-283 94178, L, I -* A 5-14-3 -5710, L, A 5-9-62 A 5-1-63 11 37 1--.3 4 3 13 121 88 262 4 -3.23 1-28-63 25 ----------------------------- ---I --- ------ 458 -20.0 7-10-61 760 -18 1 5-1961 361 C-- C - C - Tlble 8 Conltnued 035-522-112 P 1963 168 (3035570852249.1 035-523-124A P ---- 45 (30355180852334. 035-523-1248 P --- 57 (30355110852336.1 035-523-212 11941 - (303559X0852319.1 036-523-414A P 1955 168 (30362080852316.1 036-523-414 P11959 265 (30362210852320. 024-556-121 P .---. (30245310855637.1 024-556-123 P ..---- (30244910855639.1 026-532-311A U 1962 56 (30262910853253.1 026-532-311B U 1962 23 (302629X0833253.2 -0 0 . 0 ? D0 195 D 1 220 - V 212 T V 190 T 7 190 DI 7 260 D F 10 D F 10 T F 39.2 T WV 39.3 JACOMKO COUMI -39.90 12- 8-61 -27.34 12- 8-61 -37.41 12- 8-61 -82.17 12- 8-61 -135 p 5-26-59 UASHUlcG2OI COinIY 1 .9 3-29- 61 13.7 1-15-62 1u.6 1-15-62 -17.501 9-21-62 -17.73 9-21-62 230 ---- 156 83 17 2 12I 3. 6 2. 3 - -- C ... * -- - 70 - 70 C c- i.-- A 5-8-62 A 5-6-62 1-6280, L, A 9-20-62 L, A 9-21-62 I Tablh I Conlinued Remarks L. A 9-16-63 L, A 9-24-62 L, A 9-24-2 V-7357, L, A 9-27-62 W-2926, L, oil Uet, destroyed W-2884, L, i, oil tst, destroyd 1-7355, L, A 9-25-62 I. W-547, L WgL-449, L W-7353 9 W-7371, L I-7354, L, A 9-18-62 U a Water level Yell 026-542-211 (302658N054223.1 027-533-422A (30272530853302.1 027-533-4223 (3027253853302.2 028-532-223 (30285050853212.1 028-539-311 (302824110853957.1 028-543-321 (3028263854344.1 028-551-344 (3028031855135.1: 029-532-431A (302910M853228.1: 029-532-4318 (302910110853228.2: 029-536-142 (302943N853634.1: 029-550-342 (302914M3O55031.1: 029-550-411 (30292610855030. 1 030-531-241A (3030381853115.1: j~Iir ;a- 128.2 128.4 119.8 134 125.9 77.4 U7.2 117.0 55 100 103 105 97 49 102 187 273 81 33 24 102 94 145 I 110 I 52 1 118 I 168 5024 106 a 62 9 120 485 190 116 1 $e .45.24 -19.86 -15.51 -83.36 -95 1 -78.01 Dry -4 -84.94 140.3 -88.56 7 1 T r. I -1 -r e S? i i N "1 I~ ^i a8 u w 175 130 124 188 129 191 I 9-16-63 10- 2-62 10- 2-62 10- 2-62 1955 10- 2-62 9-26-62 6-1940 6-24-63 9-19-62 I 3.1 2 2.c 6 2 2 U LL 4 s! 10 9 C I --- -- ' '-' --C~-----. .. 2~e1. Coitiue 030-531-24113 (303038M0853115.2 030-531-424A U (30302W10863103.1 030f531-424B 0 (303021N0853103.2 030-535-422A U (303025IM53505.1 030-535-40232 (303025J10853505.2 030-539-342 P (303015110853936.1 031-535-233 U (30313110853528.1 031-535-242 P (30313910853505. 1 032-532-432 p (30320910853222.1 032-547-242 P (303242$0854703.1 '034-537424 P (30341710853602.1 034-544-233 P (303437108.54430.1 I 76 107 42 150 1 26 I 20 I 123 4826 16 p 4720 308 180 k I Water level IZ , number I 0 J 0 J T J 0 P. T J 5 - T R 06 0 D 0 R 0 R 0 - Cf ing d .0 96 0 S I sS S U " a a B w 'g a- S sS U 5 a Cu 00 a! 1 ss -'0 S U i I ] 0I oI 2 Z Table 8 Continued I, E I -- IL I "I .5 2L li C 73 C 71 C 74 C 73 C 70 C --- n Ti N T SNT NT a 5 T D N - N - J o N - K K. K 0 WE -'U .uauka I S140.2 74.9 75.0 66.1 67.5 145 76.0 110 80 140.7 255 187 I '-' I a I F.= I -55.85 -28.71 -27.44 -10.38 -5.61 -17.20 -16.94 -10.11 -179.78 -35 P 9-19-62 10- 2-62 10- 2-62 9- 6-62 9- 6-62 1-27-53 18- 2-62 12-13-61 5-31-62 6-1940 37 149 210 61 16 111 1 2 2 1 2 4 I L, A 9-19-62 W-7356, L, A 9-20-62 L Wg1-1664, L, E, A 9-5-62 L, A 9-6-62 A 1-27-63 W-7358, L, A 9-13-62 9-1758, L, Z. oil test, destroyed W-2913, 1 W-548, L T7bla I Continued C46thog yctt e level - -: 5 sis g s ^ o c i I I' ~_____ 5 I s A 3 5 a s a i i g b____ I. r *c ________ 035-534-311 (3035270853454.1: 035-535-322 (30352710853534.1 036-534-132 (303643N0853452.1: 036-551-133 (30363713055157. 1 037-535-313 (30372010853554,1 037-542-l43 (30373210854243.1 037-542-431A (30371430854226.1 037-542-431B (30371430854226.2 038-537-221 (30385850853709.1 038-541-332 (303812M0654149.1 040-550-143 (30403730855039.1: 041-538-412 (304130M0853816.1; 041-545-214 (30415010854519.1 20S 270 120 67 100 46 46.3 46.1 82 42 82 37 120 *9.94 -13.53 -180 -53.93 -12.5 -18.70 -51.47 -70 11-24-61 11-24-61 1911 1-18-62 1906 3-29-61 2-13-62 1932 290 45 230 244 34.7 2.4 7.2 2 835 3 3 --- -- -- --r --- 256 --- 12,5 275 30 6020 233 190 206 k 630 175 193 W170 12.5 220 337 135 202 115 117 274 1-877, L, A 5-8-62 A, 1-27-63 V-1637, L, oil test, plugged A 5-6-62 A 4-16-62 V1g-1381 i V-7388, L, A date umnkoum W-3650, L, E, oil test, destroyed Wg5-584, A 12-9-53 1932 180 Table 8 Continued CCsins2 Watecr level. r ua I ca r. .10 o a Ae C a Well Uu a- . Iwo s Rmarks m~br oor u 9 C6 Imirir uu A u Is 41 u Table 9. Measurement of water levels in the Econfina Creek Basin area. A. Periodic measurements well te Water Date tWater water Date Dte Date Date number level level level level BAY COUNTY 956-525-221 4-14-61 10.32 1- 8-62 10.95 9-17-62 10.37 8-28-63 10.67 295657N0852502.1 7-11-61 11.55 2-26-62 11.19 11- 5-62 10.98 10-21-63 10.92 8-30-61 11.00 4-16-62 10.69 1- 7-63 10.60 10-16-61 11.30 6- 7-62 11.50 3- 4-63 10.53 11-27-61 11.75 7-30-62 11.23 4-22-63 11.22 003-534-113 11- 6-61 93.45 1- 7-63 69.20 3- 4-63 109.12 4-22-63 79.94 30034680853454.1 004-535-434 9-25-46 27.5 1-17-49 47.8 3-16-62 119.7 8-27-63 115.7 300404"0853517.1 10-22-46 27.3 3- 7-49 65.7 6- 6-62 128.7 10-21-63 121.7 11-20-46 34.7 10-24-49 76.6 7-31-62 80.7 4-18-47 31.9 1-30-50 60.8 9-18-62 108.7 9- 5-47 22.2 6-19-50 93.6 11- 5-62 84.7 4-16-48 49.0 3-17-50 74.1 1- 7-63 84.7 5-17-48 62.8 6- 7-50 92.6 3-22-63 94.7 10-21-48 77.6 2-26-62 124.9 6-18-63 102.9 006-525-224 7-10-61 +4.0 2-27-62 +3.3 11- 6-62 +5.9 8-30-63 +6.3 S3006490852504.1 9-27-61 +5.3 4-17-62 +5.40 1- 8-63 +5.5 10-22-63 +6.1 10-18-61 +3.7 6- 6-62 +4.30 3- 5-63 +6.3 11-28-61 +3.0 7-31-62 +6.30 4-23-63 +4.5 1- 9-62 +2.9 9-18-62 +8.5 6-18-63 +2.3 006-540-412 2-14-62 30.91 8- 2-62 38.40 1-17-63 32.93 6-17-63 41.80 300630N0854017.1 3-14-62 30.71 10- 9-62 43.16 2-19-63 32.38 7-26-63 39.87 4-30-62 34.80 11-28-62 37.45 5-20-63 41.66 9-30-63 40.23 S007-543-113 6- 1-62 26.13 10-19-62 25.28 4-12-63 23.80 9-30-63 26.39 30074830854353.1 6-28-62 26.59 11-28-62 25.52 5-16-63 26.13 12-11-63 25.03 8- 2-62 26.85 1-16-63 23.82 6-25-63 26.48 9- 7-62 25.83 2-19-63 22.73 7-26-63 26.88 10- 3-62 25.39 3-23-63 23.54 8-26-63 27.20 004-538-222 4-20-55 99.0 6-28-62 123.26 1-17-63 101.96 8-28-63 132.01 300956N0853803.1 12- 7-61 107.23 8- 2-62 127.25 2-19-63 99.65 12-11-63 113.94 2- 9-62 105.00 9- 1-62 122.78 4-15-63 122.65 3-14-62 112.26 10- 1-62 117.51 5-20-63 117.35 4-29-62 107.96 11-27-62 101.85 7-26-63 127.92 010-541-344 8-20-36 36.6 8-19-50 51.49 5-25-54 58.32 8- 7-58 64.76 30100680854136.1 8-21-46 44.50 10-28-50 50.78 7-29-54 60.57 9-25-58 66.42 9-25-46 44.02 11-25-50 50.57 9- 9-54 63.08 11- 6-58 67.30 10-24-46 43.67 12-23-50 50.48 10-20-54 60.14 12-19-58 67.19 11-19-46 44.80 1-27-51 49.24 12- 1-54 59.30 2- 4-59 65.05 4-30-47 42.33 2-24-51 49.63 1-13-55 56,66 3-18-59 64.70 5-31-47 43.43 3-31-51 49.97 2-23-55 59.18 5- 6-59 66.58 6-30-47 44.62 4-28-51 50.69 4- 8-55 63.37 6-17-59 68.42 7-31-47 45.69 5-26-51 52.97 5-17-55 66.41 8-19-59 70.14 8-31-47 45.78 6-23-51 53.55 6-30-55 68.25 9-23-59 69.08 9-30-47 44.70 7-21-51 56.02 8-19-55 66.41 11- 4-59 67.75 10-29-47 44.61 9-22-51 56.07 9-29-55 66.94 12-16-59 66.95 1-31-48 43.88 12-29-51 53.89 11- 9-55 65.25 1-27-60 64.32 2-21-48 43.88 1-12-52 53.13 12-21-55 62.70 3-23-60 63.39 3-28-48 41.76 2-16-52 53.37 1-31-56 62.84 5- 9-60 66.69 4-25-48 44.50 3-29-52 54.35 3-14-56 60.35 6 30-60 72.00 5-30-48 47.72 4-18-52 h55.56 4-25-56 59.76 8-11-60 71.34 6-27-48 47.80 6- 2-52 h58.33 6-14-56 64.69 9-22-60 68.25 3-26-49 44.43 7-14-52 e60.76 7-25-56 63.84 11- 9-60 67.16 4-30-49 44.52 8-26-52 e60.19 9- 6-56 63.88 12-14-60 67.38 5-28-49 46.05 10- 9-52 e58.90 10- 9-56 61.20 1-12-61 74.70 6-25-49 47.87 11-17-52 e55.53 11-29-56 60.85 3- 9-61 63.54 7-30-49 47.99 1-30-53 55.64 1-17-57 59.50 4-18-61 64.66 8-20-49 46.77 2-10-53 55.27 2-25-57 59.59 6- 7-61 72.79 9-17-49 48.13 3-23-53 55.04 4- 9-57 58.72 7-11-61 70.74 10-29-49 47.86 5-13-53 56.57 5-29-57 65.11 8-30-61 71.12 11-26-49 47.89 6-15-53 56.97 7- 3-57 65.26 10-17-61 69.29 12-31-49 47.08 7-28-53 59.58 8-14-57 64.47 11-28-61 70.22 1-28-50 47.28 9- 9-53 57.80 10-10-57 62.80 1- 9-62 67.60 2-25-50 47.10 10-19-53 56.86 11-22-57 60.83 2-27-62 67.95 3-25-50 47.27 12- 1-53 56.56 1- 9-58 59.48 4-17-62 69.10 4-29-50 47.29 1-12-54 53.56 2-14-58 58.25 6- 6-62 77.58 e Estimated. h Tape measurement. Table 9A.--Continued Well number 010-541-344 301006N0854136.1 (Continued) 010-545-412 301025N0854519.1 010-545-414 301019N0854519.1 011-542-411 301123N0854230.1 012-552-122A 301256N0855236.1 013-553-213 301350N0855322.1 014-536-312 301427N0853651.1 015-532-141A 301529N0853239.1 015-532-141B 301529N0853239.2 015-535-232 301538K0853520.1 016-535-342B 301612N0853536.1 016-535-411 301630N0853529.1 5-27-50 6-24-50 7- 1-50 1- 7-63 3- 5-63 6- -61 12- 7-61 2-14-62 3-15-62 4-27-62 6- 1-62 2-14-62 3-15-62 4-27-62 6- 1-62 6-28-62 2-15-62 3-15-62 4-30-62 5-31-62 6-28-62 3-14-61 7-11-61 9-28-61 10-17-61 11-28-61 1- 4-62 2-13-62 3-19-62 4-27-62 6- 1-62 2- 4-59 3-18-59 5- 6-59 6-17-59 8-19-59 9-23-59 10- 4-59 12-16-59 1-27-60 3-23-60 4-12-61 12- 6-61 1- 2-62 2-12-62 3-14-62 4-28-62 12- 6-61 1- 2-62 2-12-62 3-14-62 4-28-62 6- 8-62 11- 8-61 12- 5-61 1- 2-62 2-12-62 3-19-62 11-17-61 12- 5-61 4-11-63 Water level Table 9A.--Continued Water level Date Water level 48.45 50.75 52.30 68.02 67.25 14.0 31.0 41.0 40.0 42.0 56.0 46.0 43.0 52.0 77.0 71.0 92.93 90.76 89.22 112.69 107.87 8.67 8.78 8.72 9.05 0.25 34.0 35.72 31.20 33.15 35.02 6.58 6.67 7.91 7.04 6.78 6.93 6.98 8.06 7.61 7.79 +4.20 +3.44 +3.60 +4.26 +4.13 +4.00 8.84 7.54 8.00 8.05 7.90 8.29 5.56 2.01 1.63 1.65 1.65 5.53 3.90 4.64 Water level 73.03 73.09 71.60 2-23-54 3-14-54 4- 5-54 3-22-63 6-18-63 6-28-62 8- 2-62 8-27-62 9- 7-62 10- 3-62 10-19-62 8- 2-62 9- 7-62 10- 3-62 10-19-62 11-28-62 8- 2-62 9- 7-62 10- 3-62 11-28-62 1-16-63 1- 9-62 2-27-62 4-17-62 6- 6-62 7-31-62 6-28-62 8- 3-62 9- 6-62 10- 3-62 10-23-62 5- 9-60 6-30-60 8-11-60 9-22-60 10- 9-60 12-14-60 1-12-61 3- 9-61 4-17-61 6- 7-61 6- 8-62 6-27-62 7-31-62 9- 1-62 9-28-62 10-23-62 6-27-62 7-31-62 9- 1-62 9-28-62 10-23-62 11-29-62 6-29-62 7-31-62 9- 1-62 9-28-62 11-29-62 1- 2-62 2-12-62 5- 2-63 52.68 52.53 53.22 74.00 78.36 60.0 49.0 50.75 60.0 46.0 54.0 56.0 70.0 74.0 72.0 60.0 108.86 107.96 103.10 96.07 97.36 9.67 9.28 9.21 8.97 9.14 38.84 40.22 50.0 37.0 37.0 8.22 9.97 8.33 7.55 8.66 8.89 8.50 8.32 7.31 9.79 +3.09 +3.23 +3.68 +2.93 +3.44 +3.01 8.30 8.02 8.33 10.08 8.30 8.03 1.49 1.39 1.68 1.51 1.54 2.93 2.53 5.35 3-26-58 5-14-58 6-26-58 8-27-63 10-23-63 11-28-62 1-17-63 2-19-63 4-12-63 5-16-63 6-25-63 1-17-63 2-19-63 4-12-63 5-16-63 6-25-63 2-19-63 3-23-63 4-15-63 5-20-63 7-26-63 9-18-62 11- 6-62 1- 8-63 3- 4-63 4-22-63 10-28-62 1-16-63 2-19-63 4-12-63 5-16-63 7-11-61 8-30-61 10-17-61 11-28-61 1- 9-62 2-27-62 4-17-62 6- 6-62 7-31-62 9-18-62 11-25-62 1-14-63 2-13-63 3-16-63 4-11-63 5-14-63 1-14-63 2-13-63 3-16-63 4-11-63 5-14-63 6-24-63 1-14-63 2-13-63 3-16-63 4-11-63 5- 2-63 3-19-62 6-27-62 57.91 61.36 63.96 75.24 74.58 44.0 43.0 38.0 44.0 51.0 54.0 56.0 54.0 65.0 72.0 59.0 95.38 102.90 102.19 112.16 105.03 8.99 9.46 9.55 9.13 9.12 37.0 36.0 34.0 35.0 36.0 8.48 7.72 8.96 9.87 9.44 9.38 8.25 10.67 8.53 7.56 +3.51 +4.09 +4.20 +4.34 +3.95 +2.95 7.59 7.66 7.62 7.96 8.32 7.49 1.30 1.39 1.50 1.52 1.51 2.42 2.67 7-31-62 9-18-62 11- 6-62 7-26-63 8-26-63 9-30-63 12-11-63 7-26-63 8-26-63 9-30-63 12-11-63 8-28-63 9-30-63 12-11-63 6-17-63 8-27-63 10-23-63 6-24-63 7-25-63 11- 6-62 1- 8-63 3- 5-63 4-23-63 6-18-63 8-27-63 10-23-63 6-24-63 7-23-63 8-22-63 9-25-63 7-23-63 8-22-63 9-25-63 5-14-63 6- 7-63 7-23-63 8-27-63 9-25-63 4-11-63 5- 2-63 51.0 51.0 46.0 37.0 64.0 56.0 61.0 45.0 109.24 101.21 95.24 9.32 9.08 9.04 40.0 42.0 9.28 7.88 7.57 9.71 10.37 8.41 8.66 +3.60 +5.21 +5.23 +4.84 :3 7.09 7.50 1.63 1.70 1.20 1.28 1.51 2.15 2.47 Table 9A.--Continued ell D Water Da Water D Water Wcater number level level level level .... .....______IDae Dt 016-538-123 301649N0853845.1 016-541-314 301617N 0854152.1 016-541-321 30161710854130.1 016-559-411 301626N08923.1 017-534-131 301739N0853459.1 017-535-131 301742-0853545.1 017-533-331 3017L0N0853557.1 017-535-3338 301705N0853558.2 017-551-233A 301732a0855129.1 01-514-212 301854.08 341A7. 019-527-4145 J)l'7LI1h852?it. I 01-532-133A 301936;0851257.1 019-513-1338 301936N0853257.2 011-545-143 301936M0854540.1 2- 4-59 3-18-39 5- 6-59 6-17-59 8-19-59 9-23-59 11- 4-59 12-16-59 1-27-60 I1- 7-61 12- 5-61 2-12-62 3-19-62 5- 1-62 11- 7-61 12- 5-61 2-12-62 3-19-62 2-13-62 3-13-62 4-27-62 6- 1-62 6-26-62 11-21-61 12- 5-61 1- 2-62 2-12-62 3-19-62 4-30-62 11- 6-61 12- 5-61 1- 2-62 12- 5-61 4-18-61 6- 8-61 7-11-61 8-31-61 10-17-61 4-13-61 12-16-61 1- 2-62 2-12-62 3-14-62 4-30-62 1- 5-62 4-30-62 6-27-62 8- 1-62 9- 1-62 3-14-62 4-30-62 6- 8-62 6-27-62 3-14-62 4-30-62 6- 8-62 6-27-62 3-14-61 7-10-61 +2.24 +2.01 +1.51 +1.80 +1.95 +1.90 +1.80 +1.25 +1.90 2.79 2.86 2.21 2.07 2.02 4.15 4.85 3.63 3.48 9.52 9.28 10.16 10.81 11.26 +20.0 +20.6 +20.7 +21.2 +20.8 +21.2 +8.3 4.85 4.44 6.68 +1.40 +0.72 +0.71 +1.60 +0.80 +15.9 +14.4 +14.8 +15.7 +15.7 +15.4 +12.5 +12.3 +12.7 +13.0 +12.6 +8.15 +7.75 +7.65 +8.25 +8.05 +7.95 +7.85 +7.85 2.2 3.02 3-23-60 5- 9-60 6-30-60 8-11-60 9-22-60 11- 9-60 12-14-60 1-12*61 3- 9-61 5-31-62 6-27-62 7-31-62 9- 7-62 9-28-62 5- 1-62 7-31-62 9- 7-62 9-28-62 8- 1-62 9- 1-62 10- 3-62 10-23-62 11-28-62 6- 8-62 6-27-62 7-31-62 9- 1-62 9-28-62 10-23-62 12- 5-61 2-12-62 3-19-62 4-10-63 11-28-61 1- 9-62 2-27-62 4-17-62 6- 6-62 6- 8-62 6-27-62 7-31-62 9- 1-62 9-28-62 10-23-62 10- 1-62 10-23-62 11-29-62 1-14-63 2-14-63 7-31-62 9- 1-62 9-28-62 10-23-62 7-31-62 9- 1-62 9-28-62 10-23-62 9-28-61 10-17-61 +1.40 +1.30 +1.00 +1.60 +1.40 +1.40 +1.30 +1.40 +1.50 2.97 3.26 1.95 2.25 1.71 3.41 3.33 3.70 3.10 10.48 10.74 10.31 9.91 9.90 +21.0 +21.0 +21.4 +20.8 421.6 421.7 +8.7 4.18 4.18 5.80 +0.05 +0,51 +.43 +.02 +.50 +15.2 +15.0 +15.8 +15.5 +15.6 +15.8 +12.8 +13.0 +13.0 +12.8 +13.2 +8.15 +8.05 +8.45 +8.25 +7.85 +7.75 +7.85 +8.05 2.64 3.15 4-17-61 6- 7-61 7-11-61 8-30-61 10-17-61 11-28-61 1- 9-62 2-27-62 4-17-62 10-23-62 2-13-63 4-10-63 5-14-63 6- 7-63 10-23-62 2-13-63 4-10-63 5-14-63 1-16-63 2-19-63 3-23-63 4-12-63 5-16-63 11-29-62 1-14-63 2-13-63 3-16-63 4-11-63 5-14-63 1- 2-62 6-27-62 4-10-63 5- 2-63 7-31-62 9-18-62 11-16-62 1- 7-63 3- 5-63 11-29-62 1-14-63 2-13-63 3-16-63 4-11-63 5-14-63 3-16-63 4-11-63 5-14-63 6-24-63 7-23-63 11-29-62 3-16-63 4-11-63 5-14-63 11-29-62 3-16-63 4-11-63 5-14-63 11-28-61 1- 9-62 +1.80 +1.20 +2.20 +2.10 +1.20 +1.10 +1.13 +2.20 +2.40 2.17 2.26 5.37 3.86 4.12 3.61 3.55 6.82 5.20 9.67 9.51 10.25 9.90 11.38 421.9 +21.8 +21.6 +21.6 +20.8 420.2 +9.7 4.65 3.91 6.35 +.10 +.74 +0.75 +1.01 +1.44 +15.6 +15.4 +15.8 +15.8 +15.0 +14.8 +13.2 +12.4 +12.2 +11.8 +11.9 +8.65 +8.45 +7.65 +6.75 +8.35 +8.45 +7.45 +6.65 3.68 3.66 6- 6-62 7-31-62 11- 6-62 1- 8-63 3- 5-63 4-23-63 6-18-63 8-27-63 10-23-63 7-23-63 8-22-63 9-25-63 6- 7-63 7-23-63 8-22-63 9-25-63 6-24-63 7-25-63 8-26-63 9-30-63 12-11-63 6- 7-63 7-23-63 8-22-63 9-25-63 5- 2-63 4-23-63 6-18-63 8-27-63 10-23-63 6- 6-63 7-29-63 8-22-63 9-25-63 8-26-63 9-25-63 S6- 6-63 7-29-63 8-22-63 9-25-63 6- 6-63 7-29-63 8-25-63 2-27-62 4-17-62 +1.80 +2.60 +1.85 +2.50 +2.78 +2.10 +1.30 +2.60 +2.20 2.01 1.65 1.72 5.51 3.37 3.07 3.09 10.74 10.40 10.47 10.02 9.80 +19.5 +20.2 +20.8 +20.8 4.47 +1.02 40.33 +1.02 +1.00 +14.8 +15.1 +15.6 +15.4 +12.3 +12.7 +6.45 +7.05 +6.65 +7.05 +6.45 +7.05 +7.25 3.27 3.28 _I _ Table 9A.--Continued Well Date ater Water Water Date Wate te Water number leval level level level 023-526-223A 3- 2-61 +3.00 4-17-62 +2.86 11- 7-62 +2.60 6-21-63 +1.6 302351N0852611.1 11-28-61 +2.9 6- 6-62 +1.81 1- 8-63 +3.00 8-28-63 +1.5 1- 9-62 +2.93 7-31-62 +1.18 3- 6-63 +1.73 10-22-63 +2.15 2-27-62 +2.94 9-19-62 +1.30 4-23-63 +3.07 023-532-124 2-12-62 11.90 9- 1-62 7.48 3-16-63 5.96 8-22-63 4.66 302350N0853235.1 3-14-62 9.50 9-28-62 6.34 4-11-63 6.73 9-25-63 6.27 6- 8-62 8.16 11-29-62 7.26 5-14-63 7.24 6-27-62 8.85 1-15-63 6.30 6- 6-63 7.82 7-31-62 10.20 2-15-63 6.21 7-29-63 4.49 023-533-433 2-12-62 +9.4 7-31-62 +9.9 2-15-63 +8.68 7-29-63 +10.2 302302N0853325.1 3-14-62 +9.4 9-28-62 +9.7 3-16-63 +8.78 8-23-63 +9.4 4-30-62 +9.3 10-23-62 +10.1 4-11-63 +7.48 9-25-63 +9.4 6- 8-62 +9.9 11-29-62 +9.5 5-16-63 +9.2 12-26-63 +10.6 6-27-62 +9.5 1-18-63 +8.88 6- 6-63 +8.9 025-525-213A 3- 2-61 12.6 2-27-62 13.46 11- 7-62 13.77 8-28-63 10.96 302549N0852529.1 9-28-61 11.04 4-17-62 13.08 1- 8-63 13.60 10-22-63 10.34 10-17-61 11.48 6- 6-62 13.76 3- 6-63 12.93 11-28-61 12.45 7-31-62 14.66 4-23-63 13.34 1- 9-62 13.25 9-19-62 14.75 6-21-63 13.14 025-533-114A 6-27-62 59.35 1-23-63 59.32 6- 6-63 60.34 11-22-63 58.68 302545N0853349.1 7-31-62 59.51 2-15-63 59.49 7-29-63 58.80 12-26-63 58.56 10- 2-62 59.18 3-16-63 59.39 8-23-63 58.14 11-29-62 59.71 4-12-63 59.70 9-23-63 58.43 1-18-63 59.79 5-16-63 60.06 11- 5-63 58.38 025-533-1148 6-27-62 20.87 1-23-63 20.61 5-16-63 19.09 9-23-63 17.83 302545N0853349.2 10- 2-62 20.41 2-15-63 14.63 6- 6-63 20.43 11- 5-63 18.08 11-29-62 20.63 3-16-63 18.93 7-29-63 20.76 11-22-63 18.55 1-18-63 21.04 4-12-63 18.86 8-23-63 17.81 12-26-63 18.99 026-l25-3428 2-12-62 22.63 9- 1-62 23.90 3-23-63 21.69 8-26-63 18.04 302610N0852533.2 3-14-62 22.78 10- 1-62 23.40 4-11-63 21.86 9-25-63 18.50 5- 1-62 21.41 11-29-62 22.48 5-14-63 21.92 6-27-62 22.68 1-14-63 22.51 6-24-63 21.43 8- 1-62 23.49 2-14-63 21.88 7-23-63 19.81 Table 9A.--Continued e Date after e Water Da Water Dae Water .: le te Date & Date number level level level level WASHINGTON COUNTY 024-536-123 302449O0853639.1 026-532-311A 302629o0853253.1 026-532-3118 302629n0833253.2 027-333-422A 30272530853302.1 027-533-4228 302725N0833302.2 028-532-223 302850"0853212.1 0:9-532-431A 30)291090853228.1 029-532-4318 302910N0853228.2 030-531-24IA 303038N0853115.1 030-531-2418 030-531-424A 30302190853103.1 030-531-4248 30i0n200n85in0 3 010-535-4228 303025N0853501. 2-13-62 3-19-62 5- 1-62 5- 1-62 9-21-62 10- 8*62 11-16-62 11-29-62 1-18-63 9-21-62 10- 2-62 11-16-62 11-29-62 1-18-63 9-24-62 10- 2-62 11-15-62 11-29-62 1-18-63 9-24-62 10- 2-62 11-15-62 11-29-62 1-18-63 10- 2-62 11-15-62 11-30-62 1-18-63 10- 2-62 11-14-62 11-30-62 1-18-63 10- 2-62 11-14-62 11-30-62 1-18-63 9-19-62 10- 2-62 11-12-62 11-30-62 1-18-63 9-19-62 10- 2-62 11-12-62 11-30-62 1-18-63 10- 2-62 11-12-62 11-30-62 1-18-63 10- 2-62 2 11-12-62 11-30-62 1-18-63 9- 6-62 10- 2-62 11- 5-62 11-30-62 1-11-63 +15.3 +14.6 +14.9 +14.6 17.50 19.61 19.91 19.89 19.97 17.73 18.84 19.69 19.66 19.04 23.56 19.86 20.26 20.53 20.44 15.64 15.51 16.17 16.49 15.73 83.36 84.34 84.18 84.43 78.01 79.64 79.05 79.62 Dry Dry Dry Dry 88.56 85.77 84.51 85.09 84.74 55.85 55.93 56.29 56.29 57.09 28.71 30.16 29.98 30.19 27.44 27.06 27.17 27.44 5.61 6.23 7.24 7.19 7.06 6-26-62 8- 1-62 9- 1-62 10- 2-62 1-25-63 2-15-63 3-16-63 4-12-63 5-16-63 1-25-63 2-15-63 3-16-63 4-12-63 5-16-63 1-25-63 2-15-63 3-16-63 4-12-63 5-16-63 1-25-63 2-15-63 3-16-63 4-12-63 5-16-63 2-15-63 3-16-63 4-12-63 6- 6-63 1-25-63 2-15-63 3-16-63 4-12-63 1-25-63 2-15-63 3-16-63 4-12-63 1-25-63 2-15-63 3-16-63 4-12-63 5-16-63 1-25-63 2-15-63 3-16-63 4-12-63 5-16-63 1-25-63 2-15-63 3-16-63 4-12-63 1-25-63 2-15-63 3-16-63 4-12-63 1-18-63 1-25-63 2-15-63 3-16-63 4-12-63 +14.4 +14.5 +14.4 +14.0 20.87 19.99 19.96 20.10 20.26 18.36 18.78 19.36 19.50 20.03 19.98 19.33 19.54 19.78 20.36 15.20 14.90 15.29 15.50 16.13 84.26 84.06 84.45 85.22 79.17 79.13 78.62 79.09 Dry Dry Dry Dry 83.42 84.75 84.68 84.35 84.96 57.19 57.21 55.74 55.30 55.76 29.77 30.11 29.84 30.20 27.16 26.31 26.14 26.42 6.22 5.05 5.23 4.42 5.39 10-25-62 11-27-62 1-16-63 3-23-63 6- 6-63 7-29-63 8-23-63 9-23-63 11- 5-63 6- 6-63 7-29-63 8-23-63 9-23-63 11- 5-63 6- 6-63 7-29-63 8-23-63 9-23-63 11- 5-63 6- 6-63 7-29-63 8-23-63 9-23-63 11- 5-63 7-29-63 8-23-63 9-23-63 11- 5-63 5-16-63 6- 6-63 7-29-63 8-23-63 5-16-63 6- 6-63 7-29-63 8-23-63 6- 6-63 7-29-63 8-23-63 9-23-63 11- 1-63 6- 6-63 7-29-63 8-23-63 9-23-63 11- 1-63 5-16-63 6- 6-63 7-29-63 8-23-63 5-16-63 6- 6-63 7-29-63 8-23-63 5-16-63 6- 6-63 7-15-63 7-29-63 8-23-63 +13.8 +14.3 +13.6 +14.3 20.35 19.15 19.67 19.83 19.78 20.08 19.03 18.61 19.10 19.13 20.80 20.10 18.35 18.49 17.85 16.55 14.79 13.83 14.43 14.00 82.86 82.45 82.93 82.94 79.50 79.96 78.07 76.16 Dry Dry Dry Dry 85.04 82.42 81.65 82.18 84.45 56.04 52.33 52.84 52.54 52.60 30.43 30.76 27.94 28.67 26.57 27.53 26.49 24.05 6.56 6.72 6.37 3.83 2.94 4-11-63 5-21-63 6-24-63 8-26-63 11-22-63 12-26-63 11-22-63 12-26-63 11-22-63 12-26-63 11-22-63 11-26-63 11-22-63 12-26-63 9-23-63 11- 1-63 11-22-63 12-26-63 9-23-63 11- 1-63 11-22-63 12-26-63 11-22-63 12-26-63 11-25-63 12-26-63 9-23-63 11- 1-63 11-27-63 12-26-63 9-23-63 11- 1-63 11-22-63 12-26-63 8-29-63 9-23-63 10-23-63 11- 1-63 12-26-63 +13.5 +12.8 +11.8 +12.0 19.80 19.74 19.40 18.93 18.39 18.47 14.52 14.30 83.20 83.03 76.97 76.83 77.11 76.88 Dry Dry Dry Dry 84.62 85.47 52.36 53.18 29.14 28.96 29.16 28.96 24.43 24.20 24.89 24.97 3.46 4.73 4.54 4.90 3.29 Table 9A.--Continued Well Date Water Date Water Date Water Dat Water number level level level level 031-535-233 10- 2-62 16.94 1-25-63 18.78 5-16-63 19.04 9-23-63 16.21 303131N0853528.1 11- 7-62 17.82 2-15-63 18.47 6- 6-63 19.25 10- 1-63 15.83 11-30-62 18.29 3-16-63 18.42 7-29-63 18.63 1-11-63 19.22 4-12-63 18.47 8-23-63 16.83 037-535-313 2-12-62 54.47 8- 1-62 63.54 1-16-63 56.27 7-29-63 53.91 303720N0853554.1 3-14-62 53.95 9- 6-62 56.48 2-15-63 55.26 8-23-63 53.94 5- r-62 53.59 10- 2-62 56.63 3-16-63 54.90 9-23-63 55.16 5-31-62 54.61 10-23-62 56.49 4-12-63 55.36 6-26-62 55.08 11-27-62 56.59 5-16-63 55.90 037-542-431A 3-29-61 18.7 1-11-62 16.45 9-19-62 21.28 6-19-63 20.20 303714N0854226.1 7-12-61 18.71 3- 2-62 17.66 11- 9-62 20.55 8-26-63 18.38 9-29-61 19.01 4-19-62 17.69 1-11-63 20.45 10-25-63 19.82 10-20-61 19.70 6- 4-62 19.65 3- 8-63 18.65 11-30-61 20.07 8- 2-62 20.01 4-24-63 20.13 040-550-143 2-13-62 51.47 8- 1-62 54.83 1-16-63 54.53 7-23-63 54.57 304037N0855039.1 3-19-62 50.76 9- 6-62 55.71 2-14-63 52.73 8-26-63 53.60 5- 1-62 50.97 10- 2-62 55.68 4-11-63 53.27 9-26-63 55.08 6- 1-62 53.21 10-25-62 56.11 5-14-63 55.14 6-26-62 54.21 11-27-62 55.90 6-24-63 54.88 042-545-334 2-13-62 69.34 8- 1-62 72.61 1-16-63 73.92 6-24-63 73.09 304204N0854551.1 3-19-62 68.02 9- 6-62 73.98 2-14-63 71.80 7-23-63 71.95 5- 1-62 68.89 10- 2-62 74.35 3-23-63 71.46 8-23-63 69.89 6- 1-62 70.67 10-25-62 74.44 4-11-63 71.56 9-26-63 71.51 6-26-62 72.14 11-27-62 75.00 5-14-63 72.18 043-538-112 6-26-62 44.74 11-27-62 46.97 3-23-63 43.74 6-24-63 45.25 304359N0853846.1 8- 1-62 45.45 1-16-63 45.82 4-11-63 44.41 7-25-63 43.67 9- 6-62 46.47 2-14-63 44.09. 5-14-63 45.43 JACKSON COUNTY 035-523-212 2-12-62 36.80 9- 1-62 36.68 3-23-63 36.09 8-26-63 36.06 303560N0852320.1 3-14-62 36.47 10- 1-62 36.47 4-11-63 36.14 9-25-63 36.63 5- 1-62 36.00 11-29-62 36.56 5-14-63 36.54 6-27-62 36.50 1-14-63 36.34 6-24-63 36.72 8- 1-62 36.60 2-14-63 36.14 7-23-63 36.46 036-523-414A 2-12-62 82.15 9- 1-62 81.10 2-14-63 81.99 7-23-63 80.72 303620N0852316.1 3-14-62 81.90 10- 1-62 82.30 3-23-63 81.43 8-26-63 79.54 5- 1-62 80.83 10-23-62 82.40 4-11-63 80.85 9-25-63 79.55 6-27-62 81.50 11-29-62 82.71 5-14-63 80.99 8- 1-62 81.83 1-14-63 82.81 6-24-63 81.30 Table 9. Measureamnts of water levels in the Econflna Creek Basin area. a. Five-day eaximame from recorder charts Wel Date Date Date Date nu-mber level level level level 004-535-343 30040480853540.1 006-536-423 300619N8O83614.1 10-20-62 10-25-62 10-31-62 11- 5-62 11-10-62 11-15-62 11-20-62 11-25-62 11-30-62 12- 5-62 12-10-62 12-15-62 12-20-62 12-25-62 12-31-62 1- 5-63 1-10-63 1-15-63 1-20-63 1-25-63 2-10-63 2-15-63 2-20-63 2-25-63 2-28-63 3- 5-63 3-10-63 3-15-63 3-20-63 3-25-63 3-31-63 4- 5-63 4-10-63 4-15-63 2-20-63 2-25-63 2-28-63 3- 5-63 3-10-63 3-15-63 3-20-63 3-25-63 3-31-63 4- 5-63 4-10-63 4-15-63 6-30-63 7- 5-63 7-10-63 7-15-63 7-20-63 7-25-63 7-31-63 8- 5-63 8-10-63 2-15-62 2-20-62 2-25-62 2-28-62 3- 5-62 3-10-62 3-15-62 3-20-62 3-25-62 3-31-62 4- 5-62 4-10-62 4-15-62 4-20-62 34.75 35.10 34.92 34.99 35.15 35.17 34.77 34.62 34.64 34.08 34.32 34.13 34.35 34.25 33.97 34.00 33.73 33.64 33.34 33.64 41.00 41.54 40.96 40.90 41.05 40.10 40.52 40.96 41.18 41.47 41.05 42.90 42.82 43.55 8.30 8.41 8.67 7.98 8.37 8.51 8.45 8.35 8.35 8.34 8.33 8.60 144.1 140.0 145.9 148.7 150.3 150.8 150.4 150.2 150.3 h7.96 7.98 7.95 7.86 7.75 7.61 7.71 7.62 7.65 7.48 7.68 7.58 7.69 7.85 BAY OUNTY 1-31-63 33.45 2- 5-63 33.38 2-10-63 33.27 2-15-63 33.30 2-20-63 33.20 2-25-63 33.48 2-28-63 33.37 3- 5-63 33.09 3-10-63 33.10 3-15-63 32.95 3-20-63 32.98 3-25-63 32.33 4- 5-63 33.54 4-10-63 34.23 4-15-63 34.65 4-20-63 34.30 4-25-63 34.88 4-30-63 34.97 5- 5-63 35.67 5-10-63 35.34 4-20-63 44.18 4-25-63 44.93 5-20-63 46.09 5-25-63 44.86 5-31-63 45.02 6- 5-63 44.42 6-10-63 44.47 6-15-63 43.92 6-20-63 44.92 6-25-63 45.28 6-30-63 46.08 7- 5-63 45.75 7-10-63 45.38 7-15-63 45.87 4-20-63 8.34 4-25-63 8.41 4-30-63 7.98 5- 5-63 8.77 5-10-63 8.49 5-15-63 8.35 5-20-63 8.52 5-25-63 8.37 5-31-63 8.50 6- 5-63 8.39 6-10-63 8.22 6-15-63 8.46 8-15-63 149.1 8-20-63 149.9 8-25-63 149.3 8-31-63 148.0 9- 5-63 142.4 9-10-63 144.7 9-15-63 146.1 9-20-63 146.0 9-25-63 147.0 4-25-62 7.90 4-30-62 8.05 5- 1-62 h8.13 6-11-62 hl0.27 6-15-62 10.17 6-20-62 10.12 6-25-62 10.19 7-11-62 h9.30 7-15-62 9.21 7-20-62 9.14 7-25-62 9.02 7-31-62 8.70 8- 5-62 8.65 8-10-62 8.70 5-15-63 5-20-63 5-25-63 5-31-63 6- 5-63 6-10-63 6-15-63 6-20-63 6-25-63 6-30-63 7- 5-63 7-10-63 7-15-63 7-20-63 7-25-63 7-31-63 8- 5-63 8-10-63 8-15-63 8-20-63 7-20-63 7-25-63 7-31-63 8- 5-63 8-10-63 8-15-63 8-20-63 8-25-63 8-31-63 9- 5-63 9-10-63 9-15-63 9-20-63 9-25-63 6-20-63 6-25-63 6-30-63 7- 5-63 7-10-63 7-15-63 7-20-63 7-25-63 7-31-63 9-30-63 10- 5-63 10-10-63 9-30-63 10- 5-63 10-10-63 10-15-63 10-20-63 10-25-63 10-31-63 11- 5-63 11-10-63 8-15-62 8-20-62 8-25-62 8-31-62 9- 5-62 9-10-62 9-15-62 9-20-62 9-25-62 9-30-62 10- 5-62 10-10-62 10-15-62 10-20-62 35.49 35.57 35.80 35.80 35.65 36.28 36.10 36.03 36.20 36.05 35.55 35.55 35.31 35.14 35.24 34.98 35.28 35.33 35.40 35.42 45.14 45.88 45.90 45.84 45.85 45.12 45.67 45.42 44.87 44.87 44.46 44.35 44.42 44.50 7.89 7.99 8.14 8.00 7.92 8.16 7.77 7.87 7.82 8.10 7.91 7.90 146.8 147.2 147.6 148.0 148.1 148.1 148.1 147.8 147.2 8.95 9.24 9.05 9.00 9.08 9.01 8.62 8.37 8.30 8.35 8.21 8.24 8.14 8.22 a Estimated. h Tape measurement. 8-25-63 8-31-63 9- 5-63 9-10-63 9-15-63 9-20-63 9-25-63 10- 5-63 10-10-63 10-15-63 10-20-63 10-25-63 10-31-63 11- 5-63 11-10-63 11-15-63 11-20-63 11-25-63 11-30-63 12-31-63 9-30-63 10- 5-63 10-10-63 10-15-63 10-20-63 10-25-63 10-31-63 11- 5-63 11-10-63 11-15-63 12-31-63 10-15-63 10-20-63 10-25-63 10-31-63 11- 5-63 11-10-63 11-15-63 12-15-63 12-20-63 12-25-63 12-31-63 11-15-63 11-20-63 11-25-63 11-30-63 12- 5-63 12-10-63 12-15-63 12-20-63 12-25-63 10-25-62 10-31-62 11- 5-62 11-10-62 11-15-62 11-20-62 11-25-62 12- 5-62 12-10-62 12-15-62 12-20-62 12-25-62 12-31-62 1- 5-63 007-535-334A 300705N0853537.1 008-536-142 300844M0853633.1 012-541-213 1012508N854128.1 35.15 35.14 35.20 35.37 35.30 35.30 35.53 35.44 35.35 35.43 35.46 35.39 35.55 35.47 35.34 35.54 35.13 34.90 34.75 34.02 43.55 43.42 43.04 43.54 42.98 42.93 43.38 42.45 42.19 42.63 43.95 8.30 8.12 7.95 8.15 7.81 7.98 8.65 8.60 8.45 8.81 8.16 147.9 147.3 147.0 146.7 147.0 146.8 143.3 144.1 143.5 8.52 8.13 8.64 8.50 8.37 8.07 8.26 7.88 e8.2 8.26 8.35 8.22 8.09 7.83 1 Table 9B.--Continued Date Water Water Water Wat Well Date a Date Water Date t Date after number level level level I level 012-541-213 301250N0854128. (Continued) 012-550-331a 301210N0855059.1 015-535-113 301550N0853558.1 1-10-63 1-15-63 1-20-63 1-25-63 1-31-63 2- 5-63 2-10-63 2-15-63 2-20-63 2-25-63 2-28-63 3- 5-63 3-10-63 3-15-63 3-20-63 3-25-63 3-31-63 4- 5-63 4-10-63 4-15-63 2-16-62 2-20-62 2-25-62 2-28-62 3- 5-62 3-10-62 3-15-62 3-20-62 3-25-62 3-31-62 4- 5-62 4-10-62 4-15-62 4-20-62 4-30-62 5- 5-62 5-10-62 5-15-62 5-20-62 5-25-62 5-31-62 6- 5-62 6-10-62 6-15-62 6-20-62 6-25-62 6-30-62 7- 5-62 2- 8-62 2-10-62 2-15-62 2-20-62 2-25-62 2-28-62 3- 5-62 3-10-62 3-15-62 3-20-62 3-25-62 3-31-62 4- 5-62 4-10-62 4-15-62 4-20-62. 4-25-62 4-30-62 5-10-62 5-15-62 5-20-62 5-25-62 5-31-62 6-10-62 7.54 7.63 7.10 7.61 7.67 7.70 7.65 e7.6 7.37 7.39 7.47 7.05 7.38 7.53 7.47 7.85 8.15 8.35 8.47 8.92 h25.11 25.20 25.12 25.01 25.34 25.08 h25.11 25.08 24.92 24.68 25.10 25.08 25.20 25.32 25.43 25.71 25.89 26.08 26.22 26.40 26.77 27.38 27.70 27.56 27.88 28.19 28.33 28.33 h+0.95 +1.12 +1.03 + .98 +1.02 +1.08 +1.18 +1.23 +1.18 +1.24 +1.25 +1.41 +1.36 +1.47 +1.48 +1.32 +1.26 +1.30 +1.06 + .95 + .98 + .79 + .69 + .71 4-20-63 4-25-63 4-30-63 5- 5-63 5-10-63 5-15-63 5-20-63 5-25-63 5-31-63 6- 5-63 6-10-63 6-15-63 6-20-63 6-25-63 6-30-63 7- 5-63 7-15-63 7-20-63 7-25-63 7-31-63 7-10-62 7-15-62 7-20-62 7-25-62 7-31-62 8- 5-62 8-10-62 8-15-62 8-20-62 8-25-62 8-31-62 9- 5-62 9-10-62 9-15-62 9-20-62 9-25-62 9-30-62 10- 5-62 10-10-62 10-15-62 10-20-62 10-25-62 10-31-62 11- 5-62 11-10-62 11-15-62 11-20-62 11-25-62 6-15-62 6-20-62 6-25-62 6-30-62 7- 5-62 7-10-62 7-15-62 7-20-62 7-25-62 7-31-62 8- 5-62 8-10-62 8-15-62 8-20-62 8-25-62 8-31-62 9- 5-62 9-10-62 9-15-62 9-20-62 9-25-62 9-30-62 10- 5-62 10-10-62 8.87 9.41 9.34 9.62 9.58 9.71 9.97 10.32 10.56 10.67 10.69 10.60 10.16 9.81 9.55 9.35 h9.37 9.21 9.10 8.89 28.40 28.51 28.64 29.01 28.97 29.10 29.30 29.63 30.00 29.69 30.00 30.00 29.86 29.43 29.18 29.10 29.01 28.93 28.83 28.72 28.69 28.73 28.14 28.20 27.91 27.78 27.50 27.70 +0.94 + .84 + .72 + .86 + .99 + .96 + .84 + .96 +1.03 h+1.19 +1.19 +1.26 +1.06 + .96 +1.13 +1.03 + .92 +1.07 +1.42 +1.58 +1.52 +1.42 +1.54 +1.49 8- 5-63 8-10-63 8-15-63 8-20-63 8-25-63 8-31-63 9- 5-63 9-10-63 9-15-63 9-20-63 9-25-63 9-30-63 10- 5-63 10-10-63 10-15-63 10-20-63 10-25-63 10-31-63 11- 5-63 11-10-63 11-28-62 1-16-63 1-20-63 1-25-63 1-31-63 2- 5-63 2-10-63 2-15-63 2-20-63 2-25-63 2-28-63 3- 5-63 3-10-63 3-15-63 3-20-63 3-25-63 3-31-63 4- 5-63 4-10-63 4-15-63 4-20-63 4-25-63 4-30-63 5- 5-63 5-10-63 5-16-63 5-20-63 6-24-63 10-15-62 10-20-62 10-25-62 10-31-62 11- 5-62 11-10-62 11-15-62 11-20-62 11-30-62 12- 5-62 12-15-62 12-20-62 12-25-62 12-31-62 1-15-63 1-20-63 1-25-63 1-31-63 2- 5-63 2-10-63 2-15-63 2-20-63 2-25-63 2-28-63 8.78 8.70 8.65 8.50 8.48 8.55 8.64 8.64 8.77 8.65 h8.89 8.15 8.16 8.06 8.22 8.26 8.28 8.55 8.35 8.25 h27.56 h26.62 25.93 26.33 26.15 26.06 25.71 25.94 25.68 25.65 25.73 25.41 25.77 25.69 25.61 h25.89 25.90 h26.22 25.99 26.35 26.23 26.45 26.39 26.69 26.88 h26.94 26.80 h28.41 +1.45 +1.39 +1.19 +1.46 +1.13 +1.31 +1.27 +1.46 +1.36 +1.64 +1.33 +1.35 +1.36 +1.41 +1.57 +1.97 +1.61 +1.76 +1.70 +1.74 +1.60 +1.81 +1.77 +1.72 11-15-63 11-20-63 11-25-63 11-30-63 12- 5-63 12-10-63 12-15-63 12-25-63 12-31-63 6-25-63 6-30-63 7- 5-63 7-10-63 7-15-63 7-20-63 7-25-63 7-31-63 8- 5-63 8-10-63 8-15-63 8-20-63 8-25-63 8-31-63 9- 5-63 9-10-63 9-15-63 9-20-63 9-25-63 9-30-63 10- 5-63 10-10-63 10-15-63 10-20-63 10-25-63 10-31-63 12-11-63 12-31-63 3- 5-63 3-10-63 3-15-63 3-20-63 3-25-63 3-31-63 4- 5-63 4-10-63 4-15-63 4-20-63 4-25-63 4-30-63 5- 5-63 5-10-63 5-15-63 5-20-63 5-25-63 5-31-63 6- 5-63 6-10-63 6-15-63 6-20-63 6-25-63 6-30-63 I ________ I I ________ I ________ J 8.67 8.23 8.01 7.85 7.54 7.52 7.35 e7.2 e7.0 28.41 28.65 28.91 29.08 29.32 29.59 29.40 29.60 29.90 30.00 30.00 30.19 30.23 30.40 30.64 30.43 30.55 30.32 30.31 29.60 29.59 29.42 29.40 29.30 29.15 28.92 h27.33 26.67 +1.94 +1.69 +1.63 +1.73 +1.38 +1.28 +1.31 +1.42 +1.06 +1.11 + .88 + .93 + .74 + .60 + .52 + .44 + .30 + .30 + .22 + .22 + .17 + .51 + .68 +.84 Table 9,--Continued Well Water Date Water Date Water Dat Water number level level level level 015-535-113 7- 5-63 +0.92 8-20-63 +1.63 9-30-63 +2.09 11-25-63 +1.21 301550N0853558.1 7-15-63 h+1.04 8-25-63 +1.55 10-23-63 h+1.46 11-30-63 +1.38 (Continued) 7-20-63 +1.21 8-31-63 +1.56 10-25-63 e+1.4 12- 5-63 +1.39 7-25-63 +1.57 9- 5-63 +1.63 10-31-63 e+1.2 12-10-63 +1.35 7-31-63 +1.69 9-10-63 +1.59 11- 5-63 e+1.4 12-15-63 +1.65 8- 5-63 +1.68 9-15-63 +1.49 11-10-63 e+1.4 12-20-63 +1.48 8-10-63 +1.67 9-20-63 +1.60 11-15-63 e+1.0 12-25-63 +1.53 8-15-63 +1.70 9-25-63 h+1.41 11-20-63 0+1.1 12-31-63 +1.70 WASHINGTON cMNTY 030-535-422A 10-25-62 11.68 2-15-63 10.48 6- 5-63 12.95 9-20-63 9.21 30302580853501.1 11- 5-62 12.02 2-20-63 10.34 6-10-63 13.15 9-25-63 9.42 11-10-62 11.97 2-25-63 10.25 6-15-63 13.30 9-30-63 8.39 11-15-62 12.04 2-28-63 10.25 6-20-63 13.13 10- 5-63 8.33 11-20-62 12.12 3- 5-63 10.15 6-25-63 12.87 10-10-63 8.43 11-25-62 12,21 3-10-63 10.25 6-30-63 12.63 10-15-63 8.58 11-30-62 12.28 3-15-63 10.30 7- 5-63 12.10 10-25-63 8.89 12- 5-62 12.32 3-20-63 10.28 7-15-63 12.78 10-31-63 9.12 12-10-62 12.47 3-25-63 10.41 7-20-63 12.78 11- 5-63 9.24 12-15-62 12.57 3-31-63 10.55 7-25-63 10.24 11-10-63 9.30 12-20-62 12.70 4- 5-63 10.86 7-31-63 9.60 11-15-63 9.39 12-25-62 12.80 4-10-63 10.70 8- 5-63 9.53 11-20-63 9.55 1-20-63 10.68 4-15-63 10.74 8-25-63 8.67 11-25-63 9.49 1-25-63 10.43 4-20-63 11.87 8-31-63 8.75 11-30-63 9.93 1-31-63 10.44 5-20-63 12.45 9- 5-63 8.78 2- 5-63 10.45 5-25-63 12.59 9-10-63 8.90 2-10-63 10.54 5-30-63 12.76 9-15-63 9.08 046-531-213 3-28-61 35.9 7- 5-62 36.80 12-10-62 40.71 5-15-63 37.63 304649n0853129.1 7-12-61 34.80 7-10-62 37.10 12-15-62 40.53 5-20-63 37.84 9-29-61 33.99 7-15-62 37.40 12-20-62 40.60 5-25-63 37.80 10-20-61 35.43 7-20-62 37.68 12-25-62 40.58 5-31-63 37.87 11-30-61 37.91 7-25-62 37.89 12-31-62 40.52 6- 5-63 38.03 1-11-62 34.16 7-31-62 38.10 1- 5-63 40.39 6-10-63 39.78 2-25-62 33.60 8- 5-62 38.35 1-10-63 40.22 6-15-63 37.50 2-28-62 33.53 8-10-62 38.54 1-15-63 39.29 6-20-63 37.88 3- 5-62 33.32 8-15-62 38.87 1-20-63 37.53 6-25-63 37.60 3-10-62 33.30 8-20-62 39.18 1-25-63 37.20 6-30-63 37.50 3-15-62 33.21 8-25-62 39.30 1-31-63 36.70 7- 5-63 37.28 3-20-62 33.09 8-31-62 39.50 2- 5-63 36.45 7-10-63 37.27 3-25-62 33.19 9- 5-62 39.83 2-10-63 36.38 7-15-63 37.24 3-31-62 32.54 9-10-62 40.02 2-15-63 36.24 7-20-63 36.59 4- 5-62 32.21 9-15-62 40.00 2-20-63 35.80 7-25-63 35.68 4-10-62 32.27 9-20-62 40.09 2-25-63 35.49 7-31-63 34.66 4-15-62 32.18 9-25-62 40.17 2-28-63 35.48 8- 5-63 34.55 4-20-62 32.48 9-30-62 40.30 3- 5-63 35.19 9-25-63 36.70 4-25-62 32.88 10- 5-62 40.31 3-10-63 35.50 9-30-63 36.82 5- 5-62 33.30 10-10-62 40.40 3-15-63 35.41 10- 5-63 36.42 5-10-62 33.63 10-15-62 40.41 3-20-63 35.09 10-10-63 36.31 5-15-62 34.19 10-20-62 40.43 3-25-63 35.46 10-15-63 36.43 5-20-62 34.40 10-25-62 40.62 3-31-63 35.67 10-20-63 36.57 5-25-62 34.88 10-31-62 40.45 4- 5-63 35.79 10-25-63 36.80 5-31-62 35.31 11- 5-62 40.88 4-10-63 35.39 10-31-63 37.20 6- 5-62 35.52 11-10-62 40.99 4-15-63 36.40 11- 5-63 37.18 6-10-62 35.93 11-15-62 40.96 4-20-63 36.57 11-10-63 37.44 6-15-62 35.99 11-20-62 40.89 4-25-63 36.93 11-15-63 37.92 6-20-62 36.21 11-25-62 41.08 4-30-63 37.05 11-20-63 37.97 6-25-62 36.52 11-30-62 40.95 5- 5-63 37.17 11-25-63 37.95 6-30-62 36.69 12- 5-62 40.67 5-10-63 37.41 11-30-63 37.50 Table 10. Pumping test data in the Econfina Creek basin area. Long Beach Pump Test [Pumped well 010-548-124; March 20, 1963; well pumped 200 gpm; distance between wells (r)=1750 feet] Drawdown of pumped well --- I Elasped time Min. Sec. Pump on 0702 9 00 11 00 12 00 13 00 15 00 17 00 20 00 24 00 30 00 56 00 61 00 76 00 98 00 118 00 148 00 178 00 208 00 240 00 271 00 298 00 Pump off 1201 Water levels (ft) 34.37* 41.60 46.89 55.21 66.03 72.20 81.01 89.64 93.97 100.76 156.68 157.03 159.85 162.29 164.41 166.55 168.02 169.36 170.41 171.17 171.74 Drawdown (ft) 7.23 12.52 20.84 31.66 37.83 46.64 55.27 59.60 66.39 122.31 122.66 125.48 127.92 130.04 132.18 133.65 134.99 136.04 136.80 137.37 Recovery of pumped well Elasped time p Water levels Recovery Min. Sec. (ft) (ft) 98.79 82.70 79.13 76.89 38.58 54.67 58,24 60.48 *Water level immediately prior to start of test Recovery of pumped well Elasped time Water levels Recovery Min. Sec. (ft) (ft) 14 16 20 23 25 29 33 35 37 40 44 47 51 56 69 81 89 102 149 179 212 242 270 299 333 359 474 595 658 719 74.93 72.44 69.98 68.53 67.14 65.00 63.51 62.67 61.93 60.90 59.68 58.88 58.09 56.98 54.38 52.66 51.57 50.16 46.44 44.70 43.24 42.15 41.30 40.52 39.70 39.16 37.37 36.04 35.47 34.99 62.44 64.93 67.39 68.84 70.23 72.37 73.86 74.70 75.44 76.47 77.69 78.49 79.28 80.39 82.99 84.71 85.80 87.21 90.93 92.67 94.13 95.22 96.07 96.85 97.67 98.21 100.00 101.33 101.90 102.38 Table 10 continued Bid-a-Wee uping Test IPumped well 012550-331&a April 14, 1963 veil pumped 55 gpm; distance between well (r)-49 teet) Drewdown of observation wve dur!K Ompn Clasped ttie Water levels Drawdown HLn. Sec. (t ) (t) Pump on 0900 (4-1-1) 00 15 00 30 00 41 1 00 S 10 1 30 t 43 2 00 1 13 2 10 2 45 3 00 1 10 I 4S 4 00 4 00 4 13 a 15 a 43 6 00 1 00 7 Is 8 15 8 10 it 00 11 00 II 00 31.48* 31.59 31.72 31.82 32.13 32.59 33.06 33.58 34.09 34.33 34.94 35.38 35.78 36.11 36.44 36.80 37.10 37.38 37.62 18.48 38.81 39.02 39.78 39.83 40.54 40.69 40.96 41.41 41.82 42.39 42.59 .11 .24 .34 .65 1.11 1.58 2.10 2.61 3.05 3.46 3.90 4.30 4.63 4.96 5.32 5.62 5.90 6.14 7.00 7.33 7.54 8.30 8.37 9.06 9.21 9.48 9.93 10.34 10.91 11.11 * ater l*vel im4wdltely prior to start of test Dtewdyin of o morvation well during umin ls"ped tim Water levels Drawdown Min. Sec. (Et) (ft) 42.90 43.09 43.26 43.50 43.70 43.94 44.35 44.53 44.79 45.12 45.42 45.72 45.87 46.14 46.39 46.63 47.06 47.45 47.80 48.20 48.42 48.69 49.28 50.22 50.33 50.79 50.92 51.29 51.74 52.09 52.44 11.42 11.61 11.78 12.02 12.22 12.46 12.87 13.05 13.31 13.64 13.94 14.24 14.39 14.66 14.91 15.15 15.58 15.97 16.32 16.72 16.94 17.21 17.80 18.74 18.85 19.31 19.44 19.81 20.26 20.61 20.96 Table 10 continued Did-a-We@ limping T@at continued Drawdown of observation well dtinn urtn pin Racoveryv obf rvAt Etapeod tim Wat@f l@vl Drawdown ElRaped time Watr leve Recovery Min. Sec. (ft) (t Mn.) t) 180 00 52.77 21.29 240 00 53.86 22.38 254 00 54.06 22.58 256 00 54.07 22,59 273 00 54.27 22.79 300 00 54.58 23,10 330 00 54.93 23.45 360 00 55.25 23.77 1'unmp off 1500 (4-1-63) Recover of observation wll Elan ed tF WaOr level Recovery Hin. Sc. (ft) (ft) 1 15 1 30 1 45 2 00 2 15 2 30 2 45 3 00 3 15 3 30 3 45 4 00 4 15 4 30 4 45 5 00 5 15 5 30 5 45 6 00 53.17 52.78 52.38 52.03 51.76 51.44 51.18 50.91 50.79 50.46 50.23 50.07 49.87 49.69 49.51 49.36 49.22 49.04 48.89 48,80 2.08 2.47 2.87 3.22 3.49 3.81 4.07 4.34 4.46 4.79 5.02 5.18 5.38 5.56 5.74 5.89 6.03 6.21 6.36 6.45 7 8 9 10 12 13 14 15 16 17 19 20 21 22 23 24 25 26 27 30 33 35 40 45 50 55 60 75 93 120 150 161 180 15 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 48.10 47.80 47.40 47.05 46.38 45.94 45.82 45.41 45.33 44.99 44.69 44.49 44.31 44.13 43.98 43.80 43.66 43.51 43.36 42.97 42.61 42.39 41.89 41.44 41.05 40.70 40.37 39.58 38.86 37.95 37.24 37.00 36.68 7.15 7.45 7.85 8.20 8.87 9.31 9.43 9.84 9.92 10.26 10.56 10.76 10.94 11.12 11.27 11.45 11.59 11.74 11.89 12.28 12.64 12.86 13.36 13.81 14.20 14.55 14.88 15.67 16.39 17.30 18.01 18.25 18.57 ------------- -- Table 10 continued Bid-a-Wee Pumping Test continued Recovery of observation well clasped time Water levels Recovery Min. sec. (ft) (ft) 270 00 35.55 19.70 433 00 34.17 21.08 1125 00 32.84 22.41 Lansing Smith Steam Plant Pumping Test (Pumped well 016-541-323; December 3-5, 1962; well pumped 504 gpm; distance between wells (r)-1195 feet] Drawdown of pumoed wel Elasped time Water levels Drandown Min. Sec. (tt) (r) Pump on 1100 (12-3-62) 00 13 1 15 2 15 3 00 3 45 4 30 5 15 6 00 6 45 7 30 8 15 9 15 10 15 11 00 11 45 12 45 13 30 14 15 15 00 15 45 16 45 17 30 18 15 19 11.05 14.30 15.80 15.61 16.24 16.65 17.05 17.44 15.60 18.11 18.41 18.78 19.13 19.38 19.59 19.93 20.13 20.34 20.54 20.72 20.94 21.12 21.31 5.39 8.64 10.14 9.95 10.58 10.99 11.39 11.78 9.94 12.45 12.75 13.12 13.47 13.72 13.93 14.27 14.47 14.68 14.88 15.06 15.28 15.46 15.65 prvdown of pumped well lasped time Water levels Dradown Min. Sec. (tt) (ft) 20 00 20 45 21 30 22 30 23 15 24 15 25 00 26 00 26 45 27 30 28 15 29 00 30 00 31 00 31 45 32. 30 33 15 34 00 35 00 36 00 38 00 38 45 39 30 40 45 41 65 21.66 21.81 21.97 22.13 22.27 22.44 22.57 22.73 22.83 22.95 23.08 23.34 23.48 23.58 23.68 23.79 23.90 24.04 24.18 24.40 24.49 24.58 24.72 24-.2 16,00 16.15 16.31 16.47 16.61 16.78 16.91 17.07 17.17 17.29 17.42 ---.... 17.68 17.82 17.92 18.02 18.13 18.24 18.38 18.52 18.74 18.83 18.92 19.06 Q1916 24 82 Lansing Smith Steam Plant Pumping Test continued Drawdown of pumped well Elasped timt Water levels Drawdown i- Sec. (ft) (ft) Min. Sec. 43 44 45 47 48 48 49 50 51 52 52 53 54 55 56 57 58. 60 65 70 75 80 85 90 95 100 105 110 115 120 125 130 135 140 145 25.02 25.12 25.23 25.38 25.44 25.52 25.58 25.64 25.73 25.79 25.86 25.90 25.96 26.05 26.15 26.20 26.27 26.42 26.83 27.16 27.45 27.72 27.97 28.20 28.50 28.79 29.00 29.22 .29.39 29.56 29.73 29.88 30.04 30.18 30.35 Drawdown of pumped well Elasped ime Water level Dradown Min. Sec. (t) (ft) 19.36 19.46 19.57 19.72 19.78 19.86 19.92 19.98 20.07 20.13 20.20 20.24 20.30 20.39 20.49 20.54 20.61 20.76 21.17 21.50 21.79 22.06 22.31 22.54 25.84 26.13 23.34 23.56 23.73 23.90 24.07 24.22 24.38 24.52 24.69 150 155 160 165 172 175 180 195 210 225 240 255 270 285 300 332 365 393 424 487 548 608 667 725 784 844 905 973 1026 1089 1149 1205 1264 1325 30.50 30.63 30.75 30.87 31.03 31.15 31.21 31.45 31.82 32.16 32.38 32.57 32.74 32.92 33.07 33.34 33.75 33.97 34.19 34.66 34.95 35.45 35.67 35.84 36.03 36.19 36.32 36.86 36.69 36.80 37.06 37.21 37.30 37.39 37.47 24.84 24.97 25.09 25.21 25.37 25.49 25.55 25.79 26.16 26.50 26.72 26.91 27.08 27.26 27.41 27.68 28.09 28.31 28.53 29.00 29.29 29.79 30.01 30.18 30.37 30.53 30.66 31.20 31.03 31.14 31.40 31.55 31.64 31.73 31.81 1385 00 Lansing Smith Steam Plant Pumping Test continued Lansing Smith Steam Plant Pumping Test (Observation well 016-541-314] rervation well during oumoin Drawdown of observation well dur leped time Water levels Drawdown Min. Sec. (tt) (tt) Pump o 1100 Pump on 1100 (12-3-62) 00 15 00 30 00 43 1 00 1 15 1 30 1 45 2 00 3 45 4 00 4 15 5 00 5 30 6 00 7 00 7 43 8 00 8 30 8 45 9 00 9 30 1n no 4.73 4.67 4.67 4.67 4.67 4.67 4.67 4.69 4.71 4.71 4.71 4.71 4.71 4.71 4.71 4.71 4.71 4.71 4.72 %.72 4.72 4.72 A. 72 .02 .04 .04 .04 .04 .04 .04 .04 .04 .04 .04 .05 .05 .05 .05 0ft< ni R um ing Elasped time Uater levels Drawdown Min. Sec. (t) (ft) 4.72 4.72 4.72 4.72 4.73 4.73 4.75 4.75 4.76 4.76 4.77 4.77 4.77 4.77 4.79 4.81 4.81 4.82 4.83 4.85 4.86 4.88 &-e* .05 .05 .05 .05 .06 .06 .08 .08 .09 .09 .10 .10 .10 .10 .12 .15 .16 .18 .19 .21 24 Da sIsSof jmgaUd .11 8lasped time Wate levels Drawdown mI. Ser. (ft) (ft) 1443 00 37.54 31.88 1305 00 37.38 31.72 1507 00 37.39 31.64 1350 00 37.48 31.82 1620 00 37.57 31.91 1664 00 37.65 31.99 Drgedonm of pum#d w ell lsped time Vater levels Drawdown min. See. (t ) (ft) 1740 00 37.79 32.13 1800 00 38.08 32.42 1873 00 38.08 32.42 1926 00 38.20 32.54 1987 00 38.34 32.68 Pump off 130q (12-5-62) nrowdon of o . U 4~" X0 00 ,. Drandown of ob Lansing Smith Steam Plant Pumping Test continued .nAaNi oC observation veil during oumoina Elasped time Min. Sec. 34 00 37 00 40 00 43 00 45 00 48 00 50 00 53 00 55 00 58 00 60 00 63 00 65 00 68 00 70 00 73 00 75' 00 80 00 85 00 90 00 95 00 100 00 105 00 110 00 115 00 120 00 125 00 130 00 135 00 140 00 145 00 150 00 155 00 160 00 Water levels Drawdown *(ft) (ft) 4.92 4.98 5.03 5.07 5.12 5.12 5.12 5.12 5.24 5.29 5.31 5.32 5.35 5.39 5.41 5.44 5.47 5.55 5.60 5.66 5.71 5.77 5.83 5.87 5.94 5.99 6.04 6.10 6.14 6.19 6.25 6.31 6.35 6.42 .25 .31 .36 .40 .45 .45 .48 .54 .57 .62 .64 .65 .68 .72 .74 .77 .80 .88 .93 .99 1.04 1.10 1.16 1.20 1.27 1.32 1.37 1.43 1.47 1.52 1.58 1.64 1.68 1.75 Drawdown of observation well during umpin Elaped te Water levels Drawdovn Min. Sec. (ft) (ft) 165 170 175 180 195 210 225 240 255 270 285 300 330 362 390 421 480 510 540 570 600 630 660 690 721 780 840 902 960 1020 1078 1141 1201 1260 00 6.45 00 6.52 00 6.53 00 6.55 00 6.71 00 6.84 00 6.91 00 7.03 00 7.14 00 7.24 00 7.35 00 7.44 00 7.62 00 7.78 00 7.93 00 8.06 00 8.33 00 8.44 00 8.55 00 8.62 00 8.72 00 8.83 00 8.94 00 9.00 00 9.10 00 9.20 00 9.33 00 9.46 00 9.57 00 9.68 00 9.80 00 9.89 00 10.02 00 10.12 1.78 1.85 1.86 1.88 2.04 2.17 2.24 2.36 2.47 2.57 2.68 2.77 2.95 3.11 3.26 3.39 3.66 3.77 3.88 3.95 4.05 4.16 4.27 4.33 4.37 4.53 4.66 4.79 4.90 5.01 5.13 5.24 5.35 5.45 "", " F Lansing Smith Steam Plant Pumping Test continued DraWdN n of observation v.e during pum lshapd time Water levels Drnadown n. Sc. -(ft) (ft) 1320 00 10.21 5.54 1380 00 10.30 5.63 1440 00 10.34 5.67 1500 00 10.39 5.72 1560 00 10.45 5.78 1620 00 10.52 5.85 1682 00 10.60 5.93 1740 00 10.68 6.01 1800 00 10.73 6.06 1943 00 10.90 6.23 Dranmwn of observation well during pumping Elasped tie Water levels Draedown in. sec. (ft) (t) 2040 00 10.97 6.30 2160 00 11.08 6.40 2280 00 11.18 6.51 2400 00 11.25 6.58 2520 00 11.35 6.68 2640 00 11.45 6.78 2760 00 11.50 6.83 2880 00 11.53 6.86 2940 00 11.55 6.88 2995 00 11.60 6.93 Pump off 1306 (12-5-62) Table 11. Logs of selected wells in the Econfina Creek basin area. (The well samples are filed with the Florida Geological Survey under the designated W-number listed with each well number.) Well 956-524-1411. (295645N085239.1)- W-2939-' Depth, in feet, Material below land surface Pleistocene to Recent: Sand, brown, quartz, very fine, subangular to subrounded; brown organic material coating sand grains; pieces of brown organic material. 0 10 As above, except sand lighter brown in color and with less organic materials. . .. .10 20 As above, with abundant fragments of charred wood; some mica ................ 20 30 Sand, brown, quartz, fine to coarse, subangular to subrounded, clear to frosted; some clay material coating sand grains . ... .30 40 Sand, gray to light gray, quartz, fine to very coarse, subangular to subrounded, clear to frosted; gray clay material coating sand; some charred wood...... ......... 40 50 Sand, light gray, quartz, coarse, subangluar to subrounded, clear to opaque. ....... ..50 60 As above, except grain size ranges from fine to very coarse; some gray clay cementing grains; some mica ..................... 60 70 1/ 2/ U.S. Geological Survey nine digit well number, see explanation in text. 3/ U.S. Geological Survey 14 digit well number, see explanation in text. SFlorida Geological Survey well number. Well 956-524-141 (Continued) Depth, in feet, Materials below land surface As above, with white crystalline calcite fragments; no mica .............. 70 90 As above, with some gray clay. . .. 90 100 Choctawhatchee Formation: Shell, mollusks, corals, brachiopods; clay, gray; sand, quartz, medium to coarse, subangular to subrounded, clear to frosted; black phosphorite; foraminifers ................. 100 110 Limestone, gray to tan, crystalline; calcitized shell fragments and foraminifers; some sand; black phosphorite. .......... .. 110 120 Shell mollusks, coral, brachiopoda; clay, gray; sand, quartz, medium to coarse, subangular to subrounded, clear to frosted; black phosphorite; foraminifers ................. 120 130 As above, with increase in small shell fragments ............. ..... 130 180 As above, increase in fine quartz sand . 180 190 As above, much more fine sand; some dark gray clay .................... 190 200 As above, but slightly clayey. . ... .200 220 As above, but more clayey. . . .. 220 250 As above, but more calcareous. . ... 250 260 Well 956-524-141 (Continued) Depth, in feet, Materials below land surface Limestone, gray to brown, mostly shell fragments and foraminifers; some sand, white, fine, clear to frosted (possibly contamination); black phosphorite 260 290 As above, with an increase in sand, 35% of sample; mica flakes; black phosphorite grains . . . . .. 290 300 As above but less sand (approximately 10% of sample) ............. ....... 300 310 As above, but less sand (6 to 8% of sample). .. 310 340 Chipola Formation: Limestone, gray to brown, composed of shell fragments, and foraminifers; small amount of quartz sand grains and grains of black phosphorite; some white crystalline calcite. 340 370 As above, but with increase coral fragments 370 390 Limestone, cream colored to light gray, crystalline, composed of shell, abundant foraminifers; sand, white, quartz, very fine, subangular to subrounded, clear; few black phosphorite grains . .. 390 400 As above, but with very little sand; coral fragments................ ....... 400 420 Well 956-524-141 (Continued) Materials No sample ......... . . As 400-420 above, with pea sized quartz grains; very fine sphericle phosphorite and some white shell fragments. . . . Limestone, white, fragmental; shell fragments foraminifers and approximately 40% sand; sand, white, quartz, subangular to subrounded, clear to frosted; a few black phosphorite grains .. ... .. . . .. Tampa Formation: Limestone, cream to tan colored, fragments of crystalline limestone; shell fragments . Depth, in feet below land surface 420 424 424 460 460 480 480 497 Well 006-540-412 (300630N0854017.1) W-5812 Depth, in feet, Materials below land surface Pleistocene to Recent: Sand, white to light gray, quartz, fine to very coarse; subrounded to rounded, clear to frosted; gray clay coating some sand grains; some black phosphorite grains; a few foraminifers. . . . .. .0 10 Sand, brown, fine to very coarse, sub- rounded to rounded, clear to frosted, with brown clay coating some grains; limestone, white, crystalline, foraminifers; some greenish gray limestone containing phosphorite and sand grains. . ... 10 20 As above, with less limestone and with some green glauconite . . .... .20 40 As above, with a few limestone fragments; some black phosphorite grains; black organic material . . . .... 40 60 As above, with abundant shell fragments, mica flakes and foraminifers. . . ... 60 70 As above, with increased amounts of shell fragments. .................. 70 80 Well 006-540-412 (Continued) Materials Limestone, white, fossiliferous, green glauconite; limestone, gray, containing sand, phosphorite, and shell; no mica. . As above, but more clayey. . . . Choctawhatchee Formation: Limestone, light gray, crystalline, with foramin- ifers; sandy, black phosphorite, and abundant black and white shell; sand, fine to coarse, subrounded to rounded, clear to frosted, con- taining green glauconite, mica . . As above, but approximately 65% sand and 35% limestone and shell. . . . . Sand, white, slightly clayey, quartz, fine to medium, subrounded to rounded, clear to frosted, containing a few limestone fragments; abundant black phosphorite grains; foraminifers (Robulus); mica flakes; green glauconite. As above, with abundant foraminifers; with large black phosphorite pebbles and fragments of pyrite . . . . . As above, with less foraminifers and shell fragments .. .. .. .. .. .. As above, but more clayey . . . Depth, in feet, below land surface 80 90 90 100 100 110 110 120 120 160 160 170 170 180 180 190 |
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| MILLISECOND | CLASS.METHOD | MESSAGE |
|---|---|---|
| 0 | sobekcm_page_globals.constructor | |
| 0 | sobekcm_page_globals.constructor | Application State validated or built |
| 0 | sobekcm_database.verify_item_lookup_object | |
| 0 | sobekcm_page_globals.constructor | Navigation Object created from URI query string |
| 0 | sobekcm_database.verify_item_lookup_object | |
| 0 | sobekcm_page_globals.display_item | Retrieving item or group information |
| 0 | sobekcm_page_globals.get_entire_collection_hierarchy | Retrieving hierarchy information |
| 0 | sobekcm_assistant.get_entire_collection_hierarchy | |
| 0 | cached_data_manager.retrieve_item_aggregation | |
| 0 | cached_data_manager.retrieve_item_aggregation | Found item aggregation on local cache |
| 0 | item_aggregation_builder.get_item_aggregation | Found 'all' item aggregation in cache |
| 0 | system.web.ui.page.page_load (ufdc.page_load) | |
| 0 | sobekcm_page_globals.constructor.on_page_load | |
| 0 | html_echo_mainwriter.add_style_references | Adding style references to HTML |
| 0 | html_echo_mainwriter.add_text_to_page | Reading the text from the file and echoing back to the output stream |
| 51 | html_echo_mainwriter.add_text_to_page | Finished reading and writing the file |